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HomeMy WebLinkAbout42894-Z Tz==-nZ. Town of Southold 9/15/2020 0 P.O.Box 1179 y T 53095 Main Rd �4 # � ��s`� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41445 Date: 9/15/2020 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 28200 Route 25, Cutchogue SCTM#: 473889 Sec/Block/Lot: 102.-643.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/23/2018 pursuant to which Building Permit No. 42894 dated 7/24/2018 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: interior alterations to existing commercial building for a real estate office as applied for. The certificate is issued to 2011 CF Cutchogue LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42894 7/20/2020 PLUMBERS CERTIFICATION DATED 7/20/2020 We Mechafical t o Signature o���Foc�co TOWN OF SOUTHOLD .� BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • SOUTHOLD, NY �v1 � Sao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42894 Date: 7/24/2018 Permission is hereby granted to: 2011 CF Cutchogue LLC c/o Colin Management 1520 Northern Blvd Manhasset, NY 11030 To: construct repairs & interior alterations to existing commercial building as applied for. At premises located at: 28200 Route 25, Cutchogue SCTM #473889 Sec/Block/Lot# 102.-6-13.1 Pursuant to application dated 5/23/2018 and approved by the Building Inspector. To expire on 1/23/2020. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $424.40 CO -COMMERCIAL $50.00 Total: $474.40 B nspector 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 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and 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. 08/02/2019 New Construction: Old or Pre-existing Building: X (check one) Location of Property: 28200 Main Road Cutchogue House No. Street Hamlet Owner or Owners of Property: 2011 CF Cutchogue LLC Suffolk County Tax Map No 1000, Section 102 Block 6 Lot 13.1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant:2011 CF Cutchogue LLC Health Dept. Approval: N/A Underwriters Approval: N/A Planning Board Approval: N/A Request for: Temporary Certificate Final Certificate: x (check one) Fee Submitted: $ 100 Subscn to eel �g DEBRA ROSELLI Applicant Signature Notary Public-State of New:Yorkthls�_ yOf 5"f NO.01R05009006 by: 1 Q Qualified in Nassau Count1 / My Commission Expires Apr 143 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 2/10 of I% 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 completed 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 Building: V (check one) Location of Property: 2800 Main Road Cutchogue House No. Street Hamlet Owner or Owners of Property: 2011 CF Cutchogue, LLC Suffolk County Tax Map No 1000, Section' 102 Block 6 Lot 13.1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: N/A Underwriters Approval: Planning Board Approval: N/A Request for: Temporary Certificate Final Certificate: V (check one) Fee Submitted: $ 50.00 pplicant Signature i I i Building Department Application i AUTHORIZATION (Where the Applicant is not the Owner) i I i I I j I, 2011 CF Cutchogue LLC residing at 1520 Northern Blvd, Manhasset (Print property owner's name) (Mailing Address) NY 1103[7 do hereby authorize Budd - Morgan Central Station ! (Agent) Alarm Company, INC to apply on my behalf to the Southold Building Department. For the purposes of Fire Alarm Installation and Monitoring permits j only. /41 9/11/2019 �Aersature) (Date) I i r j Fred Colin , Authorized Person (Print Owner's Name) i AMEETA RAJPARA Notary Public,State of New York No.01RA6119239 Qualified in Nassau County Commission Expires Nov 29,2014) i i I i . v Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) L -C- 1,Ed CO Ln 6)f 2-0 11 C( —residing at I'sa) tJorf�,Ue.) qai (Print property owner's name) (Mailing Address) rnap ha sse L.&j 1103b do hereby authorize_� t--Nv (Agent) to apply on my behalf to the Southold Building Department. (Owners/Signature) (Date) [Rd. Coen (Print Owner's Name) CONSENT TO INSPECTION Mr.Fred Colin,Authorized Person for 2011 CF Cutchogue,LLC ,the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at 2800 Main Road, Cutchogue, New York , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 102 ,Block 6 ,Lot 13 1 That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: Interior Alteration and Vault Removal within an existing commercial building. That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: (Signature) )6eE� 691-1v (Print Name) (Signature) (Print Name) CONSENT TO INSPECTION 2011 CF Cutchogue LLC ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at 28200 Main Road, Cutchogue which is shown and designated on the Suffolk County Tax Map as District 1000, Section 102 , Block 6 , Lot 13 1 That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: interior buildout of office space That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: ��^ Z 0 l Wy� (Sign re , &w to and on Win rm (Print Name) this day ofs+-- by. QOi 9 (Signature) (Print Name) DEBRA ROSELLI Notary Public-State of New York NO.01R05009006 Qualified in Nassau County My Commission Expires Apr 14, 2023 so���® Town Hall Annex AL Telephone(631)765-1802 54375 Main Road Ir Fax(631)765-9502 P.O.Box 1179 a sean.devlinCcD-town.southold.ny.us Southold,NY 11971-0959 st" BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 2011 CF Cutchogue LLC Address: 28200 Route 25 city,Cutchogue st: NY zip: 1935 Building Permit#: 42894 Section 102 Block: 6 Lot: 13.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: IT2 Electric Corp License No: 31304ME SITE DETAILS Office Use Only Residential Indoor X Basement X Seance X Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 61 Ceiling Fixtures 17 Bath Exhaust Fan 2 Service 3 ph X Hot Water GFCI Recpt 10 Wall Fixtures 3 Smoke Detectors 25 Main Panel 225A A/C Condenser 3 Single Recpt Recessed Fixtures CO2 Detectors 4 Sub Panel 5 A/C Blower 3 Range Recpt Emergency Strobeq Combo Smoke/CO Transformer Up Lights 3 Dryer Recpt Emergency Fixtures Time Clocks Disconnect 2 Switches 25 4'LED 47 Exit Fixtures Pump 2 Other Equipment. Sub Panels; 20 Circuit-1, 24 Circuit-2, 42 Circuit-1, 44 Circuit-1, Fridge, Micro Notes: Inspector Signature: �- - Date: July 20, 2020 S Devlin-Cert Electrical Compliance Form As Joao so yo Town Hall Annox ,� �l2. Telephone(631)765.1802 54375 Main Road ' x Fax(631)765-9502 P.O,Box 1179 G� ' Southold,NY 11971-0959 :cQRS ly�i7Nil 'o BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:__ Building Permit No.42894 Owner: NoP-1 �� ' (Please print) Plumber:-2/ 0061L IV 1L(-1' 1C1V) 1 [.J (Please print) ; I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) �( Sworn to efore me this I I da of20��` DIN MORAIS C,STATE OF N]YORNo.Q1M0639n Suf]'olk C upires. Notary Public, `County �o��OP SOUly�lo `�I Z}�c_ Ll Q/ V0 v iz+ # # TOWN OF SOUTHOLD BUILDING DEPT.- couff", 765-1802 INSPECTION, ` [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION ' [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS:KS: 1.4 &6A DATE INSPECTOR �pF SOUTy TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f ' 0 DATE INSPECTOR q soul " * TOWN OF SOUTHOLD BUILDING DEPT. �ycou765-1802 INSPECTION [ ] FOUNDATION 1ST V [ ] ROUGH PL13G. [ ] F UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE°RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) " [ ] CODE VIOLATION [ ] PRE C/O ' REMARKS: KS_ : vw Sir _ t O qMM) DATE a� I� INSPECTOR SOUIyo - # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPEC ION [ ] FOUNDATION 1 ST [ ROUGH PLBG. `[ " ]• UNDATION 2ND [�NSULATION/CAULKING [/FRAMING /STRAPPING [ ] FINAL _ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: P/ VJ W 17WA9, iaV—voo'�_--�6 � 11 (s ZYAt/ {� Tyv 0- 6d4V* DATE 10 1-00 INSPECTOR �� 1 �F SOUI�,O�o * # TOWN---OF SOUTHOLD BUILDING DEPT. �`yrou►m��'' 765-1802 INSPECTION -. [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING . [` ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] -ELECTRICAL (FINAL) [ ] CODE VIOLATION f [ ] PRE C/O REMARKS: 1,110 r�10 gvv4l a(y& h/ Cp . w Vo �Agq tw DATE INSPECTOR �o�a0f SOUIy�� 2r5�i yrl 2m Met a m � # TOWN OF SOUTHO BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: d DATE INSPECTOR o�aOF Ulyo # TOWN OF-SOUTHOLD BUILDING DEPT. le76 O� cou765-1802 = INSPECTION : [ ] FOUNDATION 1ST [ ]- ROUGH PL13G. [ ] FOUNDATION-2ND- [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ -]- FIRE-RESISTANT CONSTRUCTION [ ] .-FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 7c CIO w � /o 4 � DATE 71?-IL2-a2-& INSPECTORi4ww�a �apF SOUTyo / # TOWN- OF SOUTHOLD BUILDING DEPT. cou765-1802 7G�i`!- 1 NSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION r4(5_ [ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ALAS [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) X1f/-t6 [ ] CODE VIOLATION [ ] OCIE C/O ?' REMARKS: DATE —71Z Z_z INSPECTOR - �� - i� hO�d�f SOUlyo6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] UdSULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL >�L [ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (RO ) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA T N [ ] PRE C/O REMARKS CA *V1 ares �ti Sim � 1Swh"L, - ov DAVE INSPECTOR • �•••••/•• •I.t,.. / r �� dp dl Ok I t w 4 Sol Vol rA r N ... f i� + J i • r a • r • sOUTyo O l Town Hall Annex Telephone(631) 765-1802 54375 Main Road Fax (631)765-9502 P.O.Box 1 179 Southold,NY 11971-0959 Q i4 ulou BUILDING DEPARTMENT TOWN OF SOUTHOLD i cJ � 4p Q � � C) �a 4 1 b I a �k F F y ^ IF r-- low +t . M�a _ ,. I!-.. ` ;•j"yam _""1.� "'��^� �, i �# 1 �� � t �� � � i �` \ v (, � � � �r.. � � ��� '� U � `f \ � \\ �� 'I � �_ X71,. �xf � t ' \ _ � ` ��•' ~ y • _ �\ `,�r '�4 n \. J � }t 1 Jam` .�tp ,, 1 ''� ♦ � �•�" �� , '� t A �. i � � v �. ( y �.E�, i'rr�M1 y� � + i � 1 � .. r X � l,,ti v � � '� ' �� ��. �� r ' r e l r 1 �F ' , r � � j t fi �wtr, • • �1 • • _ - iF; UAMM INSULATION PER N.Y-. STATE ENERGY CODE Ali, 1►_ J..�► . ..a '�� � ��ii� F ,WMA NO .. 7-0 MIR �l 1. .. _�. il MA iIt ` L L 99.. sill / gol r .L 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20_J Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration_ ,20 ® `5 DD & - B '1n Inspector g p MAY 2 3 2018 APPLICATION FOR BUILDING PERMIT I rJMDT G DEVY". Date , 20 TOWN OF SOUTHOLD 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. (Signature of applicant or name,if a corporation) 1520 Northern Boulevard, Manhasset, NY 11030 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Authorized Person Name of owner of premises 2011 CF Cutchoque, LLC (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Mr. Fred Colin, Authorized Person for 2011 CF Cutchoque, LLC (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: 28200 Main Road Cutchoque House Number Street Hamlet County Tax Map No. 1000 Section 102 Block 6 Lot 13.1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Office b. Intended use and occupancy Office 3. Nature of work(check which applicable):New Building Addition Alteration—V Repair Removal V Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A 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. Real Estate Office 7. Dimensions of existing structures, if any: Front 30 ft. Rear 30 ft. Depth 55 ft. Height 20 ft. (Plus roof) Number of Stories 2 Dimensions of same structure with alterations or additions: Front 30 ft. (no change) Rear 30 ft. (no change) Depth 55 ft (no change) Height 20 ft. (Plus roof) Number of Stories 2 8. Dimensions of entire new construction: Front No Change Rear Depth Height Number of Stories 9. Size of lot: Front 25 ft. Rear 362 ft. Depth 212 ft. 10. Date of Purchase July 14, 2016 Name of Former Owner Capital One, N.A. 11. Zone or use district in which premises are situated Hamlet Business 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO—V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises?YES NO V 14.Names of Owner of premises 2011 CF Cutchogue, LLCAddress 1520 Northern Blvd,Manhasset,NY 11030 Phone No. (516)869-6700 Name of Architect Rand K Rosenbaum Address 2001 Marcus Ave,Lake Sucess,NY 11042 Phone No (516)616-6111 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * 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—V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Mr. Fred Colin, Authorized Person being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Authorized Person for 2011 CF Cutchogue, LLC (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 b" a q 201�C I PJA&_.� PARA m Not Public Nbl1151 diets of ew TOM Signature of Applicant ll6 b1H ,01.9239 g pP 11t»41 to Natuu County i toe►29,20jZ1 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form Con ct: Approved ,20 Mail to: Disapproved a/c i Phone: Expiration F ' ;,20i' V 1 r -i J $gilding Inspector OCT IATION FOR BUILDING PERMIT Date �� , 2019 � n- 4. D 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. �t�r- t,.�o'R'�.�1C'11.'(1'�r-C�,� ��►lC��kt(�,I�YY1Co (SignWre of applicant or name,if a corporation) a,R) �2 .irmre NP, WWfwe- � i n to (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder VkW A01M IV\MC filer. Name of owner of premises 2011 CF CUAM C ly LL C CJ() Cj)�1Irl UaDaQQ1'r + (As on the tax roll or latest deed) If a cant is oration, signature of duly authorized officer mce gni ame and e of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. NIPS 1200031LOggLA__ 1. Location of land on which-proposed work wilf,be,don ` RWo Tacna oo< - CO- ago House Number Street = = r �.�- Hamlet 10Z - County Tax Map No. 1000 Section Block (9 Lot l 23, 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Bwx Cornoi. Y ' ('api+Cm none Rank b. Intended use and occupancy Off ice - -Zan.�as F I i I(Y cLn Re0j F5*p.--�c 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Workl"XU( hM Q{ Afe e CO .° [OAV 4�"' (Description) 4. Estimated Cost �f q,�� " Fee (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 3 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front RearOW"') � r ` Depth Height Number of Stories 3 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner, 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO'K"Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor�iaI Ui lk 5 Address 6R Phone No. 51(9° ya' S 3S U t�.31/1. Ill 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 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 ) bf'�b' \ being duly sworn, deposes and says that(s)he is the applicant ame of individual signing contract)above named, (S)He is theRQ,& � � �\ C ((-'ontractor,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 fi ENotary AS E MURRAY -State of New YorkSworn to before me this / 1MU6396750 day of 5o . �e3 20 in Nassau County Expires Aug 26,2023 AAAA 1 Notary Pub i S u ature of App icant t � - 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 Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application r`r11V Flood Permit Examined 120 t 1 C_ ;US��V !`.-=3 9Lt—), �` � Single&Separate V 1 A Truss Identification Form AUG — 6 2019 Storm-Water Assessment Form Contact: Approved ,20 L+TZ1Mail to: � 1d ✓� Disapproved a/c JaIk11 a0r1?�D 1 G-06, r31VdgQ Phone:51(a E3' < 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 pen-nit 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. 2011 CF Cutchogue LLC (Signature of applicant or name,if a corporation) 1520 Northern Blvd.,Manhasset,NY 11030 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Owner Name of owner of premises 2011 CF Cutchogue LLC (As on the tax roll or latest deed) If applicant is a co on ature of duly authorized officer (Fred Colin, Authorized Person) Builders License No. 615592 Plumbers License No. 2068 Electricians License No. 31304ME Other Trade's License No. 1. Location of land on which proposed work will be done: 28200 Main Road Cutchogue House Number Street Hamlet County Tax Map No. 1000 Section 102.00 Block 06.00 Lot 013.001 _ L , Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Office b. Intended use and occupancy Office 3. Nature of work(check which applicable):New Building Addition Alteration x Repair Removal Demolition Other Work 4. Estimated Cost $356,000 Fee $1,690 (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars N/A 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. Business Office 7. Dimensions of existing structures, if any: Front 30' Rear 30' Depth 60' Height 34' Number of Stories 2 Dimensions of same structure with alterations or additions: Front 30' Rear 30' Depth 60' Height 34' Number of Stories 2 8. Dimensions of entire-new construction: Front N/A Rear NIA Depth N/A Height N/A Number of Stories N/A 9. Size of lot: Front 220' ' Rear 220' Depth 220' 10. Date of Purchase 08/2016 Name of Former Owner 11. Zone or use district in which premises are situated HB- Hamlet Business Use District 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO x 13. Will lot be re-graded?YES NO x Wilt excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Yao Guo Address Phone No 212-607-5628 Name of Contractor Vincent Ribotone AddresZ15 Madison Ave NYPhone No. 516-442-5535 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•CO,PY. STATE OF NEW YORK) SS: COUNTY OF/1/4_,,Sao ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the /-ty�Ctioc 2.e PeC So r (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 31 s+ day of -:5'v\�20_\�,_ Nota%y Public Signature of Applicant ANDREA GREENBERG g pP NOTARY PUBLIC-STATE OF NEW YORK No.01GR6368610 Qualified in Nassau County My Commission Expires 12-18-2021 ��StlfFOL���� Town Hall Annex '�.� .f, Telephone(631)765-1802 54375 Main Road a , Fax(631)765-9502 P.O. Box 1179 5 Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF TRUSS TYPE.CONSTRUCTION, PRE-ENGINEERED - WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ' Owner: 2011 CF Cutchogue, LLC Location of Property: _28200 Main Road, Cutchogue, New York Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure J Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) J Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): V Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Mr. Fred Colin, Authorized Person-for 2011 CF Cutchogue, LLC Capacity(check applicable line): Owner V Owner representative TrussReg15.docx Effective 1/1/2015 BUILDING DEPARTMENT-Electrical Inspector-, �SSS TOWN OF SOUTHOLD ® t: ``` Town Hall Annex- 54375 Main Road - PO Box%1,179 J b - '. + Southold, New York 11971-0959 - MAR 202 Ar �r��1Jr Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr@southoldtownny.gov- sea ndCa)southoldtownny cov_ APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: _( l_e Coo Name: i G YY_1 - - r License No.: �� 1 - m E' email: j ( h �. Address: c) -t"" S Q } h I til _1 Phone No.: 151 tp - q(p - } JOB SITE INFORMATION (All Information Required) Name: -bD l � �i an - Add ress: Main ,i _tA} U Q _ 5 Cross Street: j')�q n d y- Phone No.: - Bldg.Permit#: email:-dinlaigagiabuild. Tax Map District: 1000- _Section: (poI ---- Block: __- Lot: RIEF DESCRIPTION OF WORK (Please Print Clearly) kwwd spap- 6 d . Il f lSQ OVfb 4 Irl 1 AQaVi Q 064f Ppe MAC 4' 0 1 Circle All That Apply: _Is job ready for inspection?: Y / O Rough In Final Do you need a Temp Certificate?: S / O Issued On ; Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: Ao2A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected- Underground - verhead ; # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT_DUE WITH APPLICATION Request for Inspection Formals 0 BUILDING DEPARTMENT-Electrical Inspector •�� TOWN OF SOUTHOLD ;; '' ' o Town Hall Annex- 54375,Main Road - PO Box;1';179 • Southold, New.York 11971-0959 ,' 20 MAR, -/ 20 Telephone(631) 7,65-1802•- FAX (63-1) 765-9602, ' '�- ro err southoldtownn' ov searid southoidtownn ov APRUC4TIO.N FOR ELECTRICAL INSPECTION= ELECTRICIAN-INFORMATION (All Information Required) Date.- Company ate:Company Name: Name:- License.,No. ',,J " ME. email:' I I.0 00 6N- -- - - Address:' Phone No.: f21U - 123 009:5 JOB SITE INFORMATION (All Information Required) z ; Name:,_bamlas _�� j ' Address: ' --=----- --1_011 =----= - - - - -� fill - - Cross Street: M00 Jeo0d y- Phone,No. -_ ---_ ---� - - - - - _- - - - --- _ -- - - -- - Bldg-Permit#: N-51. email: °Tax Map_®istrict:. 1.000_ _SectQrT:_1-per_ _ __Block_ _ _ Loi:_/3.. RIEF DESCRIPTION OF WORK(Please Print Clearly) Q - i .I _ .li • A, ayi w Circle All That Apply: Is job ready for inspection?: Y / O g_ Rough.In Final Do you need a Temp Certificate?: •S/ O Issued On - Temp Information: (All information required) Service Size 1 Ph /3 PhD Size:Zp_-A #Meters -�- Old Meter# New Service- Fire Reconnect-Flood Reconnect-Service Reconnected-Underground- verhead x; Underground Laterals 1 2 H Frame Pole . Work,done on Service?: Y N 'F -Additional-Oformatioli:- • PAYMENT QUE_lfV1T_H A� P_LICATI.ON. Request for Inspection Form.xls d C) PERMIT# !� Address: Switches Outlets 1 I 6 r GFI's (Qj Surface 1 Sconces H H's UC Lts Fans Fridge = HW Exhaust �l Oven Dryer Smokes' Zs DW Serv'ce Carbon I Micro I Genera4 Combo Cooktop Transfer (9 AC AH Mini f r Special: s� ��,r�� s � • , Comments C s I 1'0 .4400 0-517t-31021 ��oy�gufFO���OG� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631)765-1802-FAX(631)765-9502 Temporary Certificate # Date 2020 Customer Name o a Electrician Name Address � n Phone �'`� d e-mail e-mail Phone ,s' s License# Sized A Phase _Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the towSwill 2aremises inspection of the service equipment. This veritication o the a above. Authorized by S �wiJ vieln m ` 7 . USPS May 19'h, 2018 Founding Principal Town of Southold Roy I.Rosenbaum,A.I.A. Buildings Department P.O. Box 1179 Senior Partners Southold, New York 11971 Fred C.Habenicht,A.I.A. Rand K.Rosenbaum,A.I.A. Jay E.Tuller,A.I.A. Attention: Plans Examiner Partners re: Vault Removal Dennis J.Flynn,A.I.A. 28200 Main Road Kevin M.O'Sullivan,A.I.A. Cutchogue, New York Director of Operations Project No. 16030.1 Jay D.Rosenbaum,Esq. Senior Associates Dear Plans Examiner: Susan B.Sassoon,A.I.A. Michael J.Ziatyk,A.I.A. We have prepared the enclosed package for your review and issuance of a Building Permit for a proposed bank vault removal and minor structural repair at the above noted property. There will be no change in the current office use of the space or square footage of the space under this application, (� We have enclosed the following information for your review: Four (4) sets of signed and sealed construction documents; ' Fourul..1 (4) copies of an existing property survey, MAY 2 3 2018 3. Two (2) copies of a Building Permit application, Consent to Inspection, Truss Affidavit and a Request for a Certificate of Occupancy. All BT,ILDRiG DWF. documents have been signed by the Owne'rs Authorized TOWN OF souTHoLD Representative; 4. A check in the amount of $474.40. The fee is based on 436 sf of work area, $250.00 base fee and a $50.00 Certificate of Occupancy fee, We trust that the information provided above and contained in the enclosed drawings and documents will satisfy your requirements, Should you have any questions, please do not hesitate to contact this office. Very tr y yours, 2001 Marcus Avenue Lobby East Wing Lake Success,New York Dennis Flynn, AIA 11042-1011 y Tel•516 616 6111 Partner Fax:516 616 6222 DJ F/ead www r-d-g.com encl. rosenbaumdesigngroup d1lynn a r c h i t e c t u r e USPS July 20th, 2018 Founding Principal Roy I.Rosenbaum,A.I.A. Town of Southold - Senior Partners Building Department Fred C.Habenicht,A.I.A. P.O. Box 1179 6 Rand K.Rosenbaum,A.I.A. Southold, New York 11971 Jay E Tuller,A.I.A. Partners Attention: Ms. Amanda Nunemaker Dennis J.Flynn,A.I.A. Building Permit Examiner Kevin M.O'Sullivan,A.I.A. re: Vault Removal Director of Operations 28200 Main Road Jay D.Rosenbaum,Esq. Cutchogue, New York Senior Associates RDG Project No. 16030 Susan B.Sassoon,A.I.A. Michael J.Ziatyk,A.I.A. Dear Amanda: In response to your email correspondence on July 6th,enclosed, please find four (4) signed and sealed copies of revised drawing sets for the proposed Vault Removal at 28200 Main Road in Cutchogue. The drawings have been revised to indicate room names that we did not include on the drawings initially submitted for your review. In addition,we have provided a signed and sealed letter from our Structural Engineer stating that the new floor will be designed to meet the live/dead load requirements of the 2015 IBC, Chapter 16. We trust that you will find this information acceptable and will provide an approval of the revised plans. Should you have any questions, please do not hesitate to contact our office. ,, •; =� :° "- Very truly yours, JUL . Dennis ynn, R.A. Partner DJF/npr Encl. 2001 Marcus Avenue Lobby East Wing Lake Success,New York 11042-1011 Tel 516 616 6111 Fax.516.616 6222 www.r-d-g.com rosenbaumdesigngroup a r c h i t e c t u r e QJ December 21 2018 Founding Principal Town of Southold Roy I.Rosenbaum,A.I.A. Building Department 54375 Main Road Senior Partners Southold, New York 11971 Fred C.Habenicht,A.I.A. Rand K.Rosenbaum,A.I.A. Attention: Ms. Amanda Nunemaker Jay E.Tuller,A.I.A. Building Permit Examiner Partners re: Vault Removal Dennis J.Flynn,A.I.A. Kevin M.O'Sullivan,A.I.A. 28200 Main Road Cutchogue, New York Director of Operations RDG Project No, 16030 Jay D.Rosenbaum,Esq. Permit#BP 42894 Senior Associates Susan B.Sassoon,A.I.A. Dear Amanda: Michael J.Ziatyk,A.I.A. Please find enclosed four (4) signed and sealed, revised sets of Drawings for the proposed Vault Removal at the above noted premises, The Drawings have been revised to indicate minor revisions to the proposed structural support, based on the conditions observed after the removal of the vault walls. Each change has been indicated by a revision bubble. We trust that you will find this information acceptable and will provide an approval of the revised plans. Should you have any questions, please do not hesitate to contact our office. Very truly yours, Dennis Flynn, R.A. ^ Partner DJF/ead Encl. 1 J LC-.3 - U { DEC 2 4 2018 2001 Marcus Avenue Lobby East Wing Lake Success,New York 11042-1011 - ' Tel 516.616.6111 Fax.516 616 6222 www.r-d-g com rosenbaumdesigngroup a r c h i t e c t u r e rosenbaumdes-aungroup a r c h i t e c t u r ' e 2001 Marcus Avenue,Lobby East wing Letter of Transmittal Lake Success, New York 11042.1011 13) T:516.616.6111 F:516.616.6222 www.r-d-g.com To: Town of Southold Date: December 215t, 2018 P.O. Box 1179 Project No: 16030 Southold, NY 11971 Project: 28200 Main Road Cutchogue, NY Attn: Ms. Amanda Nunemaker From: Dennis Flynn Building Permit Examiner We are sending herewith the following: Via ®Prints (Bond) ❑Copy of Letter ®UPS Ground ❑Tracings(Vellum) ❑Reports ❑Express(Morning) ❑Sepias(Mylar) []Specifications []Next Day(Afternoon) ❑Sepias(Paper) ❑Diskettes ❑2nd Day Delivery ❑Shop Drawings ❑Compact Disc ❑Hand-Delivery ❑Samples ❑ ❑E-mail Copies Date Quantity Description 4 Revised Construction Documents (Signed & Sealed) 1 1 1 Cover Letter These are transmitted as noted: ®For approval ❑Approved as submitted ❑Resubmit copies for approval ❑For your use []Approved as noted ❑Submit copies for distribution ❑As requested ❑Returned for corrections ❑Return corrected prints ❑For review&comment ❑Prints returned after loan to us ❑For Bids Due Remarks: DEC 2 4 2.018 13T T�71'117 n 771-T. Y�`7 '�ri t`• L� � 'x 1i-TID t Tashi Rahman From: Tashi Rahman Sent: Friday, September 20, 2019 2:19 PM To: amanda.nunemaker@town.southold.ny us �. Cc: Anthony Roselli SEP 2 3 2019 Subject: Project OS 190585 *28200 Main Road Importance: High Good Afternoon Amanda, Please expect an overnight Fedex delivery of a check in the amount of $1254.00 made to Town of Southold: Building Department. Kindly email an image of the permit for our project in 28200 Main Road and once the check has been received, please send official permit ASAP. Any questions, please feel free to reach out to us. Thank You, Tashi Rahman Human Resources Assistant Did you register with DOB NOW? Click here to setup an account. c4NsuLTANTs trahman@outsourceconsultants.com P. 212.732.0555 Outsource Consultants, Inc. 237 West 35 Street, Floor 12A New York, NY 10001 www outsourceconsultants.com U0 A MBE Minority Certified Business Enterprise 1 Jr November 251n, 2019 Town of Southold Founding Principal Roy I.Rosenbaum,A.I.A. Building Department 54375 Main Road NOV 26 2019 r. Senior Partners Southold, New York 11971 Fred C.Habenicht,A.I.A. Rand K.Rosenbaum,A.I.A. Attention: Ms. Amanda Nunemaker Jay E.Tuller,A.I.A. Building Permit Examiner Partners Dennis J.Flynn,A.I.A. re: Vault Removal Project Kevin M.O'Sullivan,A.I.A. 28200 Main Road Cutchogue, New York Director of Operations RDG Project No. 16030 Jay D.Rosenbaum,Esq. Permit#BP 42894 Senior Associates Susan B.Sassoon,A.I.A. Dear Amanda: Michael J.Ziatyk,A.I.A. Enclosed, please find four (4) signed and sealed copies of an additional sheet that has been added to the above referenced set of Permit Drawings, for additional work proposed at the above noted location, under Permit#BP-42894. During the performance of the work under this Permit, there were conditions related to the support of the Second Floor ceiling that required remedial repair. The new drawing that has been prepared reflects the additional work to be performed by the Landlord to address this field condition. We trust that you will find this information acceptable and will provide an amended Permit for this work. In accordance with your email correspondence, we will await your review and determination if additional fees are required. Should you have any questions, please do not hesitate to contact our office, Very truly yours, Dennis Flynn, R.A. Partner DJF/ead Encl. 2001 Marcus Avenue Lobby East Wing Lake Success,New York 11042-1011 Tel 516 616 6111 Fax*516 616 6222 www.r-d-g com rosenbaumdesigngroup a r c h i t e c t u r e Verity, Mike From: Dina Morais <dina@areabuild.com> Sent: Wednesday, May 27, 2020 2:28 PM To: Verity, Mike Cc: Vincent Ribortone;Silvia Build Subject: Permit 42894 Final Inspection Good Afternoon Mike I left you a VM earlier in reference to Permit#42894.As Suffolk County construction was reopen as of today,we will be finishing some items at Our site and would like to set up a date for Final Inspection. Can you please call or email me and'advise the soonest date available for this Final Inspection? Thank you and looking forward to your response. Dina Morais Area Builders Cell 516 749-1706 ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i Nunemaker, Amanda From: Dina Morais <dina@areabuild.com> Sent: Thursday,July 09, 2020 9:39 AM To: Nunemaker,Amanda Subject: RE: [SPAM] - 2800 Main Rd Cutchogue/Final inspection PIs have him call me. Best Regards, (lina s stan:tt Project M ger AREABUILDERS 515 Madison Avenue, Suite 515 New Y l Y 10009 �Lorr, -'64 Division Avenue, Suite # 216, Levi own, NY 11756 Office: 516-442-5535 Cell: 516 749-1706 www.area5-u-id.com The content of this email is confidential and intended for the recipient specified in message only. It is strictly forbidden to share any part of this message with any third party, without a written consent of the sender. If you received this message by mistake, please reply to this message and follow with its deletion, so that we can ensure such a mistake does not occur in the future. From: Nunemaker,Amanda<Amanda.Nunemaker@town.southold.nv.us> Sent:Thursday,July 9,2020 9:35 AM To: Dina Morais<dina@areabuild.com> Subject: RE: [SPAM]-2800 Main Rd Cutchogue/Final inspection Dina, What number should John call? I will have him get in touch with you or Anthony so he can tell you what needs to be amended. From: Dina Morals [mailto:dina@areabuild.com] Sent: Thursday,July 09, 2020 9:32 AM To: Nunemaker, Amanda Subject: FW: [SPAM] - 2800 Main Rd Cutchogue/Final inspection 1 AREABUILDERS 515 Madison Avenue,Suite 515 New York, NY 10022 Lona Island: 64 Division Avenue, Suite # 216, Levittown, NY 11756 Office: 516-442-5535 Cell: 516 749-1706 www.creabuild.com The content of this email is confidential and intended for the recipient specified in message only. It is strictly forbidden to share any part of this message with any third party, without a written consent of the sender. If you received this message by mistake, please reply to this message and follow with its deletion, so that we can ensure such a mistake does not occur in the future. From:Jarski,John <iohni@southoldtownny.gov> Sent: Monday,August 10, 2020 4:18 PM To: Dina Morais<dina@areabuild.com> Subject: RE:Cutchogue Permit#42894 Good afternoon, The only outstanding item is the certification of rough plumbing from your design professional. Upon receiving this certification, I will produce the certificate of occupancy. From: Dina Morais<dina@areabuild.com> Sent: Monday,August 10, 2020 12:15 PM To:Jarski,John<iohni@southoldtownny.gov> Cc:Vincent Ribortone<vince@areabuild.com>; rich@bennisconsuIting.com Subject: Cutchogue Permit#42894 John Good Afternoon. Attached please find pictures of all completed items as requested during the Final Inspection. Please advise when we can receive our Final C of 0. Thank you Dina Best Regards, Dina Morais Assistant Project Manager AREABUILDERS 2 515 Madison Avenue, Suite 515 New York, NY 10022 Long Island: 64 Division Avenue, Suite # 216, Levittown, NY 11756 Office: 516-442-5535 Cell: 516 749-1706 www.areabuild.com The content of this email is confidential and intended for the recipient specified in message only. It is strictly forbidden to share any part of this message with any third party, without a written consent of the sender. If you received this message by mistake, please reply to this message and follow with its deletion, so that we can ensure such a mistake does not occur in the future. ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 3 pF SO(/r�ol Town Hall Annex ~ O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O �yOUNT`I,�� BUILDING DEPARTMENT August 19, 2020 TOWN OF SOUTHOLD 2011 CF Cutchogue LLC c/o Colin Management 1520 Northern Blvd Manhasset, NY 11030 Re: Certification from a design professional is required for rough plumbing. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 42894-Z Repairs and interior alterations Bunch, Connie To: Dina Morais Subject: RE: Cutchogue Permit#42894 From: Dina Morais [mailto:dina@areabuild.com] Sent: Monday,August 31, 2020 10:55 AM To: Bunch, Connie<Connie.Bunch@town.southold.ny.us> Subject: FW:Cutchogue Permit#42894 From: Dina Morais Sent: Monday,August 31, 2020 10:53 AM To: connie.bunch@town.southhold.nV.us Subject: FW: Cutchogue Permit#42894 From: Dina Morais Sent:Wednesday,August 26,2020 10:18 AM To:Jarski,John<iohni@southoldtownnV.gov> Cc:Vincent Ribortone<vince@areabuild.com> Subject: RE:Cutchogue Permit#42894 John See attached. Bit easier to see. Thank you Dlna From: Dina Morais Sent:Wednesday,August 26, 2020 9:26 AM To:Jarski,John<iohni@southoldtownnV.gov> Cc:Vincent Ribortone<vince@areabuild.com> Subject: RE:Cutchogue Permit#42894 John Per below, please find attached plumbing certification. Please email a copy of the C of 0 and mail the original to my office Thank you for all your assistance Dina Best Regards, Dina Morais Assistant Project Manager i Bunch, Connie From: Nunemaker, Amanda Sent: Friday, September 11, 2020 8:13 AM To: Bunch, Connie; Pontino, Susan; Dwyer,Tracey Subject: FW: 28200 Main Road, Cutchogue Attachments: town of Southold checklist.pdf Can one of you help him with this? Thanks. From: Dennis J. Flynn [mailto:dflynn@r-d-g.com] Sent: Thursday, September 10, 2020 5:30 PM To: Nunemaker, Amanda Subject: RE: 28200 Main Road, Cutchogue Amanda: I hope your doing well. I'm hoping you can help with a question we have regard the closeout of our permit #42894, at 28200 Main Road in Cutchogue. The owner received the attached checklist for sign-off; but none of the items were checked. The is a not that state "certification from the design professional is required for the rough plumbing" Our project did not include any waste or vent piping. The only plumbing work was the installation of a new water service and RPZ valve; which was approved by the Suffolk County Water Authority. Can you advise what may be required to close out this application? Thank you in advance for your assistance. Very Truly Yours, Dennis J.Flynn,AIA Partner rosenbaum d es i g n group 2001 Marcus Avenue,Lobby East Wing Lake Success,New York 11042 Telephone 516 616 6111 Facsimile 516 616 6222 E Mail dflynnna r-d-g com Website www r-d-g com We are a full service Architectural firm located in Long Island, New York. With over 50 years of continuous business under our belts, we strive for excellence in service to our clients Please click on this link for a quick glance at our Information. (AOL Users copy this link to your browser http 1/www r-d-g.com/e_brochure/index.htmi) Thank you, in advance, for your time From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us> Sent:Wednesday, December 4, 2019 9:17 AM To: Dennis J. Flynn <dflynn@r-d-g.com> Subject: RE: 28200 Main Road, Cutchogue 1 The secretary will call you when it has been processed. You can pick it up or have it mailed,just let her know when she calls. From: Dennis J. Flynn [mailto:dflynn(ar-d-g.com] Sent: Wednesday, December 04, 2019 9:15 AM To: Nunemaker, Amanda Subject: RE: 28200 Main Road, Cutchogue Amanda: Yes, that is correct. Were the approved plans mailed to my office; or can they be picked up at the Building Department? Very Truly Yours, Dennis J. Flynn,AIA Partner rosenbaumdesigngroup 2001 Marcus Avenue,Lobby Fast Wing Lake Success,New York 11042 Telephone 516 616 6111 Facsimile 516 616 6222 E Mail dflynnCcDr-d-g com Website www r-d-g corn We are a full service Architectural firm located in Long Island, New York. With over 50 years of continuous business under our belts, we strive for excellence in service to our clients. Please click on this link for a quick glance at our information - (AOL Users copy this link to your browser, http://www r-d-g corn/e brochure/index html) Thank you, in advance, for your time. From: Nunemaker, Amanda [mailto:Amanda.Nunemaker@town.southold.ny.us] Sent:Wednesday, December 04, 2019 8:38 AM To: Dennis J. Flynn Subject: RE: 28200 Main Road, Cutchogue Hi Dennis, The latest approval I issued was for the second floor ceiling structural alteration/repair. Is that what you are talking about? From: Dennis J. Flynn [mailto:dflynnCabr-d-q.com] Sent: Wednesday, December 04, 2019 8:33 AM To: Nunemaker, Amanda Subject: RE: 28200 Main Road, Cutchogue Amanda: I hope you're doing well and had a nice Thanksgiving. I recently sent a revised drawing for additional work to be performed under the Landlord's Permit #42894, at 28200 Main Road in Cutchogue. I wanted to confirm that you received the drawing and determine if you need any additional information. The owner wants to complete the work so that that the tenant (separate permit) can complete their interior fit-out work. 2 Bunch, Connie From: Dina Morais <dina@areabuild.com> Sent: Monday, September 14, 2020 11:04 AM To: Bunch, Connie Cc: Jarski,John; Vincent Ribortone Subject: RE: Cutchogue Permit#42894 Good Morning Connie Can you please email me the copy of the COO for The Permit#42894.All required documentation has been in since Aug 31. Pleases also confirm the name of the person you mailed the original to. I believe you said Fred. I don't remember last name Thank you Dina Best Regards, Dina Morais Assistant Project Manager APEA.BU.ILDERS 515 Madison Avenue, Suite 515 New York, NY 10022 Long Island: 64 Division Avenue, Suite # 216, Levittown, NY 11756 Office: 516-442-5535 Cell: 516 749-1706 www.areabuild.com The content of this email is confidential and intended for the recipient specified in message only. It is strictly forbidden to share any part of this message with any third party, without a written consent of the sender. If you received this message by mistake, please reply to this message and follow with its deletion, so that we can ensure such a mistake does not occur in the future. From: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Sent: Monday, August 31, 2020 1:57 PM To: Dina Morais<dina@areabuild.com> Subject: RE: Cutchogue Permit#42894 Thank you 1 From: Dina Morais [mailto:dina@areabuild.com] Sent: Monday, August 31, 2020 11:01 AM To: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Subject: RE: Cutchogue Permit#42894 From: Bunch, Connie<Connie.Bunch @town.southold.ny.us> Sent: Monday, August 31, 2020 10:57 AM To: Dina Morais<dina@areabuild.com> Subject: RE: Cutchogue Permit#42894 Do you have the solder certificate also? Connie From: Dina Morais [mailto:dina@areabuild.com] Sent: Monday, August 31, 2020 10:55 AM To: Bunch, Connie <Connie.Bunch @town.southold.ny.us> Subject: FW: Cutchogue Permit#42894 From: Dina Morais Sent: Monday, August 31, 2020 10:53 AM To: connie.bunch@town.southhold.ny.us Subject: FW: Cutchogue Permit#42894 From: Dina Morais Sent:Wednesday,August 26, 202010:18 AM To:Jarski,John<iohni@southoldtownny.goy> Cc:Vincent Ribortone<vince@areabuild.com> Subject: RE: Cutchogue Permit#42894 John See attached. Bit easier to see. Thank you Dlna From: Dina Morais Sent: Wednesday,August 26, 2020 9:26 AM To:Jarski,John <iohni@southoldtownny.Rov> Cc:Vincent Ribortone <vince@areabuild.com> Subject: RE: Cutchogue Permit#42894 John Per below, please find attached plumbing certification. Please email a copy of the C of O and mail the original to my office Thank you for all your assistance Dina 2 I, I I �I I I - AD Nit 5CLAND 5JPVEYING 110 SOUTH 4th,STREET \\ W MJScal a®mjsland uTrvey com Gam' P:631-957-2400 F:631-226-2400 A�t COP _ DpAWNEBY DA $' oMi C��Ll 10B NOSz 5,2' O f '7� C? -VA �� SURVEY of P ROPERTY Hwy b�0) co \ SITUATE ,cjo CUTCHOGUE,TOWN OFSOUTHOLD ' 5,2' 82 siT AC• N 58°22, t o o" ESUFFOLK COUNTY,NEW YORK F 113.67' Suffolk Tax Map No.:1006-102-o6-13.:L DATE SURVEYED;1Dh3/2015 N 18+•i� �.c coNc.wwc 1.0'W _ _ —— — - SCALE:1"=30' _D 931 +' W w \ ' �d' a� \vASRKT PARKING AREA-\ co � Its o �ASRMLT PARKING AREA POLE ASFW.T PAVEUMFE Vl 0 Oy ASPHALT PAVEUENr ASBLDC MO.FL• \ N 6 °2z,0O" E 8 ARWND AC � I I 0 Y a w St C" I erx " "--�• W d O IIT \"p-'TPAV."J\\ I ; \ wc'co OF NEW, NP 1 J. 0 ° TE, IMM �?� G�P� �c9�i o.Bs- _ _ _ CURB GEN.ONLINE CONCI CU Ir-6'I CVM LMI FE. - - - .CURB - O6S S6,2033'00" II ­qjq I REVISIONS UPDATES ADDITIONS `t� '"N0 OttO� T DATE: DESCRIPTION: _ CHECKED 13Y: Fy� 050 F�LANG 2 VFr&OD-0R'.-1( HOIDLED ALTERATION OR ADDITION TO THIS SURVEY YAP BEARING A UCENSED LAND SUpYEYOR'S:SAL IS A VIOLATION dF SECTION 721YU,SUR-IXVISIDN 2,OF NEW YORK STATE EDUCTION UW.(])ONLY BOUNDARY SIIHYLY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND COpRECT COPIES OF THE SURVEYOR'S ORIGINAL'WORK AHD OPINION,(J)CERTIFICATIONS ON'TNIS BWNDViY SURVEY FNPATTHEAA1PWAS PREPARED W ACCOROMHCE'N11H TIC CURRENT EIOSTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY TIE NEW YORK,STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYOR$,INCTHE CERTIFICATION Is LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY FAP IS PREPARED,TO THE TITLE COMPANY.TO'T1E GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ON THIS SURVEY MAP•(4)THE CERMCATIONS HEREIN ARE NOT TRANSFERABLE.(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN FUST BE EST"NTED IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST.OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COYERED'BYTHIS SURVEY (6)THE OFFSET(OR DIMENSIONS)SHOWN HEREON SIRUCTURES TO THE PROPERTY LINES ARE FUN A SPECIFIC PURPOSE ARD USE AND THEREFORE ARE NOT INIEHOED 10 GUIDE THE ERECTION OF FENCES,REINNING WALLS,POOLS,PATIOS PLANTING AREAS,AOIRTIONS TO BUILDINGS,AND ANY OTHER TYP!OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PARF OF THIS SURVEY.(8 THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 TAL STATION. II �I - --yr;-- -•Frz"" -}"T`�_.-,rte---yrs--- - -_�' ---_�j r•.—_7Tf YT;'_ Y^( •, y'< r't __�`L-`-- -_ UNIQUE ID NUMBER FOR OFFICE USE ONLY {, Slate Uf New York - =x , Control l�, 1200t�3169'S4 Department o State (v'p 1 , ' DIVISION OF LICIT NSII Gd SERVICES � -_' _ ,; - ' - _- _ '';,•, �.r- '' 3,, ,' 's, z �EFFEGTI-VE:°D'ATE R''° ANT TF E PROVISIONS OF ARTICLE, v,:.'r7F ',T1IE;'uj' :y:,`rc n��i: otii SU —GENERA, : .BUSINESS- Lt 6-'�45 IT 'RELATES..t�,�;O;s,Ti iE; T USI,t+iE 7. ;F! - CSF,{"T tSTALL`X h3G, SERVICING, DR.-"I iA I IVTA-- t�T' tG'':SE UFS I TY' ,' I :OR-,_F'IRE':�,ALARH SYSTEMS. I- ;\ti;t _..,'w` 1., -EXPIRA_TION DATE ,j I� r '�.` ,`}c.i- -_ - - - - MID' DAY YR. BUDD' MORGAN CENTRAL STATIOt�I;=AL''`_ = ,O i I26`1I21 ..,. j 20SO BELLMORE AVE BELLMORE, NY 11710 I .HAS. BEEN 'DULY -LICENSED TO ENGAGE . IN-:<.1'.HE '.BUS-IRIESS, "OF- 'I•NSTAL;L l NG, SERVICING, . OR WT%'l-kTWG'_l:4 CykF TY= t-I.k' �IiRE ,:P`LARM SYSTEMS : '�,. -slri`Wltnoss Where&,;The Departmenl of Stawhas caJsed �! ; - - �•;- �i _ -- -' - - - - - - - �rfs;off�clal seal t6,be-tiereunto affixed: r ;i 4 z= = , _ t �.jALI IEE MORGAN TRACEl( S -; RP►OS IA ROSAD.O ? FCRE3'_A0 _t3F` STATE DOS-1098(Rev 3101) r S TD 1 ,� CONSULTING ENGINEER, P.C. STRUCTURAL ENGINEER 550 North Country Road Suite F St. James, NY 11780 (631) 686-5234 Fax- 631-590-1927 Email: tdmpe@optonline.net July 17, 2018 Mr. Dennis Flynn Rosenbaum Design Group 2001 Marcus Ave. Lobby East Wing Lake Success, NY 11042 Re: 28200 Main Road, Cutchogue, MY Dear Mr. Flynn, This letter,is to certify that all new floor framing at the above referenced project was designed in accordance with chapter 16 of the 2015 International Building Code as well as ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures". In particular, the floor system was designed for a live load of 50 psf, as required for general office use specified in Table 4-1 of ASCE 7-10. Please call me should you have any questions or require additional information. Very truly yours, TDM Consulting Engineer, P.C. Thomas Mirabile, P.E. ,`� W . 07 F OFE, i Honeywell I FafenhytSeries Intelligent Fire Alarm Control Panel IFP-75 / IFP-75B The IFP-75(red)and IFP-75B(black)are intelligent analog/ addressable Fire Alarm Control Panels(FACP).IFP-75 has a single line circuit(SLC)loop for connecting addressable detectors,which v can support 75 IDP/SK sensors and 75 IDP/SK modules or 75 SD devices per loop For System Sensor devices the overall point capacity to a maximum of 150 points per panel,or for Hochiki devices the overall point capacity to a maximum of 75 points per panel IFP-75 has the interconnection capability for up to 32 panels The system has two modes of operation,multiple panels covering one larger building,or multiple independent buildings To network panels together use the SK-NIC network interface card.Copper wire or fiber optic cable panel connectivity can be used within the same networked system. IFP-75B IFP-75 has a built-in dual-line digital and IP communicator with an optional cellular communication module,Foi m C trouble relay,and two programmable Form C relays.IFP-75 has powerful features such as detector sensitivity,day/night thresholds,drift compensation, pre-trouble maintenance alert,and calibration trouble alert. The IFP-75 supports a variety of devices,including RA- 2000,RA-1000 or RA-100 remote annunciator,5824 sei rat/ parallel printer interface module(for printing system reports), RPS-1000 power module,and I DP,SK or SD devices. = - ATUPES & BENEFITS • Network support for • IFP-75 can be surface Built-in dual phone • Firmware can be Built in up to 32 Sites or flush mounted line,digital alarm upgraded in the field synchronization for ° Built-in support for ucommunicator/ appliances from LIP • Built-in USB interface transmitter(DACT),IP Supports up to four AM5EC0,Centex", to751DP/SK detectors for programming SWIFT wireless and 75 IDP/SK or optional cellular gateways.Each System Sensor',and modules or 75 SD SLC • Programmable date technologies gateway can have up Wheelock setting for Daylight devices Saving Time Networ k card allows to 49 wireless devices • Reports events to copper network central station by • Four line LCD display . JurnpStart connection with a ° Supports Class B point or by zone with 40 characters per AutoProgramming` multi-mode or (Style 4)and Class A Line (Style 6 or Style 7 feature for easy single-mode fiber configuration for SLC, • Available in a red or programming connection option and SBUS black cabinet IFP-75 Technical Specifications SPECIFICATIONS SBUS ACCESSORIES For a complete listing of all Physical: RA-2000,RA-1000,RA-1000R,RA-100, compliance appi ovals and Overall Dimensions:15.12"H x 12.71"W x 3.33"D RA-2000GRAY-Remote annunciators. certifications,please visit Weight:25 lbs. RPS-1000-Power Supply www.farenhyt.com. Color:Red or Black 5496-NAC Expander Microsoft,Windows,and 0 5824-Seriat/Parallet Module the Windows Logo are Environmental Operating Temperature:32 F to registered trademarks 120°F (0°C to 49°C) 5880-LED 1/O Module or trademarks of Hum idity:0to93%relative hurnldity(non- 5865-3/-4-LED Annunciator Microsoft Corporation condensing) 5883-Relay Interface All other trademarks ELECTRICAL: MISCELLANEOUS ACCESSORIES are the propertytheir respective ownersrs IFP-75 Primary AC:120 VAC @ 60 Hz,900mATotal SKSS-3-Software Suite.Provides Accessory Load.2.5A tai 27.4 VDC power-limited programming,upload/download and event This document is not Standby Current:165 mA reporting intended to be used for installation purposes We Alarm Current:310 mA RBB-Remote Battery Box Cabinet.Use for try to keep our product Battery Charging Capacity:7 to 35 AH backup batteries up to 35 AH. infoimation up-to Battery Size:7 AH max.allowed In control panel Dim:16'W x 10'H x 6'D date and accurate We SK-SCK-Seismic Compliance Kit cannot cover all specific cabinet Larger capacity batteries can be housed in applications or anticipate RBB accessory cabinet. SK-NIC-Network Interface Card all requirements All SK-NIC-KIT-Network Interface Card in Cabinet specifications are subject APPROVALS SK-FML-Multi Mode Fiber Card to change without notice NFPA 13,NFPA 15,NFPA 16,NFPA 70,&NFPA SK-FSL-Single Mode Fiber Card ForTechnicat 72:Central Station;Remote Signalling,Local CELL-MOD-Cellular Communicator in Plastic Support,Please call Protective Signalling Systems,Auxiliary Protected Enclosure 800-446-6444 Premises Unit;&Water Deluge Releasing Service CELL-CAB-SK-CelluLar Communicator in Other Approvals: Metal Enclosure with Lock and key UL Listing;CSFM(pending);COA(pending); OSHPD(CA)(pending),FM(pending) APPROVED RELEASING SOLENOIDS Asco T8210A107 24 VDC 3 A max 0 Hz Asco 8210G207 24 VDC 3 A max 0 Hz COMPATIBLE DEVICES See the data sheets Listed belowfor a complete listing of the IDP,SK,SWIFT or SD devices. 350361-IDP Device Protocol data sheet 53623 - SK Device Protocol data sheet 350360-SD Device Protocol data sheet 351615&351617-SWIFT devices ORDERING INFORMATION IFP-75-Intelligent Fire Alarm Control Panel. Red IFP-75B-Intelligent Fire Alarm Control Panel Black For more information wwwfarenhytcom Honeywell 12 Clintonville Road Northford,CT 06472 800-328-0103 Doc 3516051 Rav In 103f17 omay,we www farenhytcom 0 2017 Honeywell International Inc SILENT • Farenhyt KNIGHT by Honeywell Remote . ® Remote Annunciator Agency Listings MEA RA-1000 U F M NNS O 429-92-E Vol IX The RA-1000 is a remote annunciator used to operate and APPROVED program IFP-series fire alarm control panels (FACPs). The RA- _. 1000's keypad and display match the built-in annunciator of Y the IFP-1000 control panel. The remote annunciator connects to the control panel via the RS-485 system bus. When the _a system is in normal operation and has AC power, the Power LED is lit and all other LEDs are off. The other LEDs turn on as alarms, supervisories, troubles, system silenced and AC ' power losses occur. Features • 80-character backlit LCD display (4 lines with 20 characters on each line) RA-1000 • Tactile and audible feedback • Accepts user codes or fire fighter's key Installation • Larger keypad buttons for system reset and silence The RA-1000 can be surface or flush • RS-485 interface to panel mounted. Use the optional trim ring for surface • Operation and appearance is identical to IFP-1000 built-in mounts. When flush mounting an electrical annunciator box is optional. If using an electrical box, use • Install up to eight RA-1000s per FACP a 4S, single-gang, or double-gang box. • Support for simultaneous use of multiple RA-1000s Compatibility • On-board piezo sounder audibly Indicates alarms, troubles, The RA-1000 is compatible with the following and supervisories FACPs: • Five status LEDs for alarm, supervisory, trouble, silence and . IFP-1000 Intelligent Fire Panel AC power conditions • Available in red or light gray • IFP-100 Intelligent Fire Panel • Wiring lengths up to 6000 ft. from the FACP (depending on • IFP-50 Intelligent Fire Panel wire gauge and number of devices on SBUS) • UL listed, complies with NFPA 72 • CSFM approved • MEA P/N 350071 Rev C Copyright©2010 Honeywell International Inc. FlexputTm is a Trademark of Silent Knight Jumpstart®is a Registered Trademark of Silent Knight IFP-1000 FACP 14-2fri Fir— r+m_ - _t,a a ¢iii,- „moi• RA-1000 RA-1000 RA-1000 aqn I� utto ri i' uou Q R • Up to 8 RA-1000 per system •80-character backlit LCD display (4 lines with 20 characters each) •Wiring lengths up to 6000 ft.from the control panel Specifications Approvals Physical • NFPA 72 Height: 7.4"(18.8 cm) • UL Listed; Width: 9.1" (23.1 cm) • CSFM 7170-0559: 135; Depth: 1.5"(3.8 cm) • MEA 429-92-E Vol. IX; Shipping Weight: 2.8 lbs(1.3 kg) • FM Approved Color Ordering Information RA-1000R: Red 9 RA-1000• Gray RA-1000R Remote Annunciator. Four line LCD annunciator with 20 characters per line. Electrical Red. Operating Voltage:24 VDC RA-1000 Remote Annunciator. Four line LCD Standby Current:20 mA max annunciator with 20 characters per line. Alarm Current:25 mA Gray. Accessories Wiring Distance: 6,000 max.from FACP (depending on wire 5860TR Red Trim Ring. For surface mounting. gauge and number of devices on the SBUS) 586OTG Gray Trim Ring. For surface mounting. Max Per System: 8 Environmental Operating Temperature: 32°F—120°F(0°C—49°C) Humidity: 10%—93% non-condensing SILENT This document is not intended to be used for installation purposes We try to keep our KNIGHT product information up-to-date and accurate.We cannot cover all specific applications or anticipate all requirements.All specifications are subject to change without noticeQD .For more information,contact Silent Knight 12 Clintonville Road, Northford,CT 06472-1610 by Honeywell Phone:(800)328-0103, Fax-(203)484-7118. www.farenhyt com Made in the U.S.A �r �)r }f;vi N• r M .fit+ r4 •q }. .:.y,. '3R. zh} w.v.a•.,-.p.. ,9...—,.n..,,�,-.,m b J/���` r�2•j, MR1 U0 L LISTED .j: .• MR2 .nomfttiign� NIR-100 & NIR-200 Series Relays The MR Series Multi-voltage Control Relays offer SPDT or DPDT 10 Amp resistive contacts which may be .�:!,� tom•..,--•• .� " , ,� '� operated by one of four input control voltages. A single relay may be energized from a.voltage source of 24VDC, 24VAC, 120VAC or 230VAC by wiring to appropriate input terminals. s�" �vAF d r tI� �- - Each relay position contains a red LED which indicates Standard Features: the relay coil is energized. Relays may be "snapped apart" from a standard 4 module assembly and used • Relays may be energized from a voltage independently. These devices are ideal for applications source of 18 to 35VDC or VAC, 120VAC where local contacts are required for system status, or 230VAC remote contacts for control of electrical loads and • Each relay position contains a red general purpose switching. They are suitable for use with LED, which Illuminates when the coil is energized. HVAC, temperature control, fire alarm, security, energy • Single, dual or triple relay modules management and lighting control systems. may be "snapped apart"from standard SPDT CONTACTS DPDT CONTACTS 4-position master 10A RESISTIVE@ 10A RESISTIVE@ 120VAC 120VAC • DC input is polarized SII y y ,0 NO C NO 0, ,SNC C NO NC G NOS, • Continuous duty use , o © o , , 000©©© , • Available in dust resistant enclosures with RELAY , , RELAY , , ENELED ED ) ENERE IDZEDy '© ' LED viewing port , , , m , • /C versions mounted in enclosures 0 0 0 • /C/R versions with red covers for NYC INPUT INPUT © o o o : CONTROL • 0 tivra tts zw• CONTROL • 0 ttvu tts zw• and other uses VOLTAGE VOLTAGE � J /T versions come complete with track 24(16.35)VDC1(—)(+) 24(10JS)VDG (—)(+) 24(18.32)VAC---0 AC AG 24VAC—►AG AC mounting hardware which facilitates 120VAC--* N H 120VAC---► N H 230VAC—+ H H 230VAC—r H H installation in standard cabinets TERMINAL STRIP CONECTIONS TERMINAL STRIP CONECTIONS • UL recognized relays rated at 10,000,000 MR-101 MR-201 mechanical operations (MR-104) (MR-204) • UL listed as Control Unit Accessory U •� N rip V � BUILDINGS s0 A508 ISO9001 Age Electronics, )nc. NFPA Made In . . . REGISTEREDSAE corn �- Uses UL Recognized Components COMPANY 86.1723 Toll Free VJ85.0966 Local 85.4740 Fax Space Age Electronics, Inc. 2008 ED0313 LT10278 Rev.B 1/2 No Excuses, Just Solutions! AWSPACEAGE __! ELECTRONICS, INC. PRODUCT SPECIFICATIONS CONTACT TRACK ENCLOSURE UL* MEA CSFM MODEL MODULE CONFIGURATION MOUNTED MOUNTED COVER FILE FILE FILE NUMBER. POSITIONS PER POSITION I H X W X D ( H X W X D MATERIAL S3403 f 73-92-E 7300-1004 3.25"(82mm) SSU-MR-1011T 1 SPDT 2.125"(54mm) UOXX2 .106 1.50"(38mm) Grey SSU-MR-1011C 1 SPDT 5.125"(130mm) ABS-94VO UOXX Vol. 14 Plastic 3.125"(79mm) UOXX2 •101 SSU-MR-101/C/R 1 SPDT 2 50"(63mm) Red UOXX7 Vol.22 ABS-94V0 Plastic 3.25"(82mm) SSU-MR-1041T 4 SPDT 8.50"(215mm) UOXX2 :106 1.50"(38mm) Plated SSU-MR-104/C 4 SPDT 5.125"(130mm) 18ga UOXX 9.50"(241mm) CRS UOXX2 Vol 14 101 S 2.50"(63mm) Red UOXX7 SU-MR-104/C/R 4 SPDT 18ga CRS 3.25"(82mm) SSU-MR-201/T 1 DPDT 2.125"(54mm) UOXX2 .106 1 50"(38mm) Grey SSU-MR-201/C 1 DPDT ABS-94V0 Vol 16 • 5.125"(130mm) UOXX Plastic 3.125"(79mm) UOXX2 :101 S 2.50"(63mm) Red UOXX7 SU-MR-201/C/R 1 DPDT Vol.22 ABS-94V0 Plastic 3.25"(82mm) SSU-MR-2041T 4 DPDT 8 5"(215mm) UOXX2 106 1 50"(38mm) Plated SSU-MR-204/C 4 DPDT 5 125"(130mm) 18ga UOXX 9.50"(241mm) CRS UOXX2 Vol 16 .101 S 2 50"(63mm) Red UOXX7 SU-MR-204/CIR 4 DPDT 18ga CRS COILVOLTAGE• MR-100 24(18-35)VDC,24(18-35)VAC, 120VAC,230VAC MR-200.24(18-35)VDC,24VAC,120VAC,230VAC (Pull in voltage:75%of nominal max.@ 25°C,Drop out voltage.25%of nominal min.@ 25°C) POLARIZED: DC input only ENERGIZED LED INDICATOR One per module position CURRENT REQUIREMENT Per module position.MR-100 Series=18mA/ MR-200 Series=40mA CONTACT RATINGS. 7A @ 28VDC/10A(NO.1/6HP,NC 1/8HP)@ 120VAC/7A @ 230VAC CONTACT CONSTRUCTION Dry Form"C" ENVIRONMENTAL: 32°F to 120°F(0°C to 49°C)@ 85%RH(@ 32°F),Non-condensing,Non-freezing WIRING: Solid or stranded;#12 to#22 AWG terminals /T VERSIONS: 3.5"wide,low profile plastic snap track provided with mounting screws /C VERSIONS. Backbox• 18ga CRS,plated with 1/2"conduit knockouts top and bottom *UOXX=Control Unit Accessories,System;2=Component,7=Certified for Canada Space Age Electronics, inc www.l SAE.com 800.486.1723 Toll Free 508.485.0966 Local 508 485.4740 Fax This document is subject to change without notice,see doc#ED0479 for legal disclaimer No Excuses, .lust Solutions! ED0313 LT10278 Rev.6 2/2 Farenhyt Addressable Monitor Module MEA IDP-Minimon 457-99-E Vol. V Description The IDP-Minimon is a compact and light weight addressable monitor module for use with Silent Knight IFP-series fire alarm " control panels (FACPs). The IDP-Minimon acts as an interface to contact devices, such as waterflow switches and pull stations. :..• ;__i The IDP-Minimon supports Class B supervised wiring to the load device. . _ Conventional 4-wire smoke detectors can „i be monitored for alarm and trouble - conditions. Features ; ' • Single contact monitor • Small and lightweight size allows for flexible mounting options • Support for Class B wiring IDP-Minimon • Fully supervised • Rotary address switches for fast installation Compatibility • Analog communications • UL Listed The IDP-Minimon is compatible with the following FACPs: • IFP-2000/RPS-2000 Intelligent Fire Panel Installation • IFP-1000 Intelligent Fire Panel The IDP-Minimon can be mounted in a IFP-100 Intelligent Fire Panel • single gang junction box directly behind the IFP-50 Intelligent Fire Panel monitored device. Its small size and light weight allow it to be installed without rigid Ordering Information mounting requirements. IDP-Minimon Miniature Monitoring Module SILENT 7550 Meridian Circle,Suite 10 Maple Grove,MN 5536 KNIGHT 763-493-6400 or 800-328-010 P/N 350279 Rev D Fax.763-493-647r Honeywell International Inc. by Honeywell vwwv.farenhyt corr IN. — SLC OUT, _J 11501 2 ADDRESS 0 1 13 3 i 3 12 Compatible FACP i1 � g 5 1 9S 7 6 LOOP 9 8 7 8 TENS ONES Q1 < { iv c o m X ro O Other Devices Wiring the IDP-Minimon Specifications Environmental Physical Operating Temperature: 320F — 120OF(o.c—soc) Height: 1.3" (3.3 cm) Humidity: 10% — 93% non-condensing Width: 2.8" (7 cm) Depth: 0.5" (1.3 cm) Shipping Weight: 1.2 oz (37 g) Electrical Operating Voltage: 15 — 32 VDC Standby Current: 300 pA End-of-Line Resistance: 47K 1/2 Initiating Device Circuit Wiring Resistance: 1,500'/2 max SLC Loop Resistance: 401/2 max. Wire Length: 6" min. SILENT This document is not intended to be used for installation purposes We try to keep our x KNIGHT product information up-to-date and accurate We cannot cover all specific application or anticipate all requirements.All specifications are subject to change without notice.0 For more information contact S ilent Knight 7550 Men than C ircle,Suite 100,Maple by Honeywell Grove,MN 55369.4927 Phone (800)328-0103,fax(763)493-6475 — www Farenhyt c om Iv�le in the USA 50 IVAPCO I COMMERCIAL �; StarLinkT"" SLE Commercial 'Fire and Burglary Alarm Radio INTRODUCTION The Starl-ink'"" Commercial Fire and Burglary alarm cap- ; Communicators ture radio communicators are fully supervised, wireless ' digital two-way subscriber units supported by an exten- sive nationwide wireless network. All models are com- patible with most 12VDC alarm control panels (always adhere to the documentation provided by the control panel manufacturer). All can function as a backup to existing telephone lines, or as sole path primary commu- nicators: In backup mode, all units will automatically ; } ORDERING INFORMATION switch the communication channel from the telephone i, line to the network when telephone line trouble is detect- i ? SLECDMA-CFB-PS: Commercial / Residential Fire ed. See WI2140 for programming information. and Burglary CDMA Radio in red metal housing with The SLE Series radios use data-capture technology that SLE-ULPS-R power supply and 16.5V / 20VA trans- captures the alarm report from the control panel and former.mounted inside housing, for direct connect to transmits the alarm signals to the Starl-ink Control Cen- j 120V AC branch circuit. ter; the alarm signals are then forwarded to ANY central i SLECDMA-CFB: Commercial / Residential Fire and station via Contact ID and is compatible with Sur-Gard 1s Burglary, CDMA Radio in red metal housing. Powered TCP/IP central station receivers. The Starl-ink Control directly from control panel (no power supply, no trans- Center reports a trouble signal in the event that the net- ' ; former). work does not receive the expected supervision signal 1' SLE-CDMA-FIRE - Commercial / Residential Fire and from the wireless communicator. Burglaryi For Commercial Burglary installations, under the ; ! Pow- ered directly radio in red plastic enclosure.ctly from control panel (no power supply, no armed condition, any loss of communication must transformer). be treated as a Burglary Alarm at the Central Station. The above models are approved as Sole Path Com- mercial Fire Alarm Communicators. • UL 864 Standard For Control-Units and Accessories UL For Fire Alarm Systems,9th Edition ` STARLINK RADIO REPORTING'PATH • UL 1610 Standard For Central-Station Burglar-Alarm The diagram below shows the transmission,path of a Units signal from the StarLink radio to the central station. • UL 985 Standard For Household Fire Warning System 1. Signal from a Control Panel. Units s + 2. StarLink radio receives the signal transmission € 1023 Standard For Household Burglar-Alarm System Units (from the TIP an RING wires); sends RF signal .� Sy through the GPRS network operator. SLECDMA-CB: Commercial / Residential Burglary 3. Network Operator, part of the vendor system, a I < < and Residential Fire CDMA Radio In white metal hous- section of the cellular spectrum. Ing. Powered directly from control panel (no power 4. SLE Control Center, receives and routes data. supply, no transformer). 5. Central Station. ; SLECDMA-CB-TF: Commercial /Residential Burglary and Residential Fire CDMA Radio in white metal hous- ,RFoarq ing with SLE-ULPS-R power supply and TRF12 plug- StarLink lug- / \ in 16.5V/20VA transformer. St Radio 1�(((((((((c >)))))���/ • ii UL 1610 Standard For Central-Station Burglar-Alarm 3 UL Units I • UL 985 Standard For Household Fire Warning System ® (2) Units (3) • UL 1023 Standard For Household',Burglar-Alarm FRCP (1) i System Units Network Operator j i CDMA models are Verizon®Network Certified FEATURES The following features are included with models that in- ���: (4) i clude a SLE-ULPS-R power supply: CENTRAL (5) STATION StarLInk Network • Power limited output to the Starl-ink radio PC board Operations Center i 12V input terminals r ` Napco Security Technologies,Inc.,333 Bayview Ave,Amityville,NY 11701 (800)645-9445;fax(631)789-9292 • Battery connection red and black flying leads • Monitored battery charging and Active battery test cir- cuits ! ; SPECIFICATIONS • StarLink radio trouble input (from StarLink radio PC The following specifications apply to all StarLink radio board PGM1 terminal to detect StarLink radio trouble) ,,i models unless otherwise stated: • Requires a sealed lead acid min 4AH / max 7AH bat- ! tery for minimum 24-hour standby time (max charge i ; Electrical Ratings for 120VAC, 60Hz current 200mA). For Models with Power Supply • Trouble relay output (C, N/O and N/C terminals) to { Input Voltage: 120VAC nominal wire to a panel zone dedicated to "GSM Trouble" (dry j Input Current: 400mA maximum contacts). Remove jumper "J2" to isolate common = ! Maximum Charging Current:. 200mA from ground '+ Electrical Ratings for+12V • Green AC ON LED visible from the exterior housing I For Models without Power Supply • Yellow TROUBLE LED on PC board. Flashes signify: j' Input Voltage: 11-15VDC (power-limited output from One flash:,AC fail/brownout i'; Listed control panel) Two flashes: Low battery s ; Input Current: 65mA with peak RF transmission current of Three flashes: Charging circuit trouble 400mA. Four flashes: StarLink radio trouble i Electrical Ratings for the IN 1 Burg/Fire Input: The housing-mounted transformer (when provided) is Input Voltage: 9-15VDC mounted inside its own housing compartment with a re- Maximum Input Current: Up to 2mA from FACP NAC cir- placeable UL Listed .5A fast blow primary fuse. 120VAC ! cult connections are to be made by a licensed electrician us- ; '! Electrical Ratings for IN 2 and IN 3: ing suitable connectors, in accordance with N.E.C. and Maximum Loop Voltage: 15VDC local code requirements. Maximum Loop Current: 1.2mA End of Line Resistor(EOLR)Value: 1 OK(2 req'd) ADDITIONAL COMPONENTS Electrical Ratings for 3 PGM Outputs: In addition to the models listed above, the following sub- ; j Open Collector Outputs: Maximum Voltage 3V when ac- tive; 15V maximum when not active assemblies are available: ? ; Maximum PGM Sink Current: 50mA SLE-ULPS-R - Power Supply. Required for installations s Physical (W x H x D) where the control panel cannot provide the 65mA of 1 1 1 Metal Housing: 111/2x 9/2 x 3/2 (29.2 x 24.1 x 8.9cm) Auxiliary power required to operate the StarLink radio. ; Mounting: Metal housing includes two keyhole slots for Uses a standard 4AH / 12V minimum (7AH maximum) i rechargeable battery to provide radio standby power. wall mounting (see measurements in W12100) Requires connection to either the model NAPCO i Plastic Housing: 8 x 529/64 x 1Y2"(20.3 x 13.9 x 3.8cm) TRF12 (16.5V/ 20VA) external plug-in transformer or Mounting Plastic housing includes three keyhole slots for single, double or triple gang boxes (see scale template in the chassis-mounted 16.5VAC / 20VA transformer af- W12120) fixed inside the housing (see wiring diagrams in W12100 or W12120). Environmental Note: For models without the SLE-ULPS-R, connects i Operating Temperature: 0°C-49°C (32°F- 120°F) the radio terminals 1 and 2 to the control panel Aux ! ; Humidity: Maximum 93% Non-Condensing Power terminals (observing polarity). ! i Indoor use only SLE-DLCBL- Download Cable, 6 feet. SLE-ANTEXT-Extended antenna with 15 feet of cable.' NOTICE TO AUTHORITIES HAVING JURISDICTION, USERS, INSTALLERS, DEALERS, AND OTHER AFFECTED PARTIES FIRE PROGRAMMING OPTION PERMITTED IN AVAILABLE SETTINGS REQUIRED UL 864 SETTINGS UL8647(YIN) Disabled(Jumper 1 installed). Also required for Commercial 1 Burgla- Unattended Remote Downloading No Enable/Disable ry installations. Note: See W12100 page 7"Configuration Down- load 1 Firmware Updates"for jumper instructions. IN2 and IN3 Unsupervised No Supervised I Unsupervised Supervised(Jumpers 4 and 5 installed) 7 Day Supervision,Radio to NOC No 200 seconds,5 minutes, 200 seconds,5 minutes 60 minutes,7 days 412 Reporting No 412 or Contact ID Contact ID Napco Security Technologies,Inc.,333 Bayview Ave,Amityville,NY 11701 (800)645-9445;fax(631)789-9292 ©NAPCO 2015 A662 04115 SILENT Farenhyt KNIGHT 01 by Honeywell intelligent Devic�Ts__ Intelligent Photoelectric Smoke Detector & Photoelectric Smoke with Thermal c MEA UL 225-02-E Vol.V IDP-Photo, IDP-Photo-T and IDP-PhotoR The IDP-Photo is a photoelectric smoke detector and the IDP-Photo-T is a photoelectric smoke detector with thermal. These plug in smoke detectors, with integral communication, provide features that surpass conventional detectors and are for use with Silent Knight IFP-series fire alarm control panels '` r>; w:�;�._.•,..ky (FACPs). _ l Detector sensitivity can be programmed from the FACP software. Sensitivity is continuouslymonitored and reported to .b N -"' '! .;••.,.:f .. the FACR Point ID capability allows each detectors address to = ; be set with rotary address switches, providing exact detector locations for selective maintenance when chamber contamination reaches unacceptable levels. IDP-Photo(Base not Included) IDP-Photo and IDP-Photo-T have a unique optical sensing chamber that is engineered to sense smoke produced by a wide range of combustion sources. In the IDP-Photo-T, dual Installation electronic thermistors add 135°F (57°C)thermal technology to The IDP-Photo and IDP-Photo-T plug into a • maximize detection. compatible IDP-series detector base. The IDP-PhotoR is a remote test capable detector for use with Compatibility the DNR(W)duct smoke detectors. The IDP-Photo and IDP-Photo-T are Features compatible with the following IDP-series detector bases: • Sleek, low-profile design • IDP-6A6 6" Mounting Base • Reliable analog communications for trouble-free operation . B501 4" Mounting Base • Age resistant polymer housing • • B224B1 6" Isolator Base • Dual electronic thermistor design on the IDP-Photo-T . B224RB 6" Relay Base' • Superior EMI resistance for reliability • B200SR 6" Sounder Base • Simple field cleaning for code compliance • Variety of mounting options to meet any application The IDP-Photo and IDP-Photo-T are • Dual LED indicators for 3600 visibility compatible with the following FACPs: • Detector transmits signal to indicate maintenance is required • IFP-2000/RPS-2000 Intelligent Fire Panel • Optional remote LED annunciator(System Sensor® PN • IFP-1000 Intelligent Fire Panel RA100Z) • IFP-100 Intelligent Fire Panel • Plug-in mounting provides ease of installation • Tamper-proof feature available on mounting bases • IFP-50 Intelligent Fire Panel • Listed for use in duct applications • Rotary address switches for fast installation • UL Listed P/N 350280 Rev D Copyright©2010 Honeywell International Inc. SLC ' OUT IN Compatible FACP E i RA100Z(Optional) / .......................... i 3 23 2 3 ? 1 1 `' 1 i.................................................................................................................................................................................. / .................................i Class A Optional Wiring .. / :.......................................................................... ....................................................... .................................... .................................................................... Wiring IDP-Series Detector Mounting Bases Wiring IDP-Series Detector Mounting Bases Specifications* Ordering Information Physical IDP-Photo Photoelectric Smoke Detector Height:2.0" (5.0 cm) Diameter:4.1"(10.4 cm) IDP-Photo-T Photoelectric Smoke Detector with Thermal (135°F) Shipping Weight: 5.2 oz. (147 g) IDP-PhotoR Photoelectric smoke detector, remote Electrical test capable,for use with DNR(W)duct Operating Voltage: 15-32 VDC smoke detector Standby Current: Accessories 250 pA @ 24 VDC (no communication; LED off) RA100Z Remote LED Annunciator. 300 pA @ 24 VDC (one communication every 5 sec with RMK400 Recessed Mounting Kit. Provides low LED enabled) profile for use with B501. Alarm Current: 6.5 mA @ 24 VDC max(with LED on) XR2B Detector Removal Tool.A removal and Environmental replacement tool for IDP plug-in Operating Temperature detectors. Includes the T55-127-000. IDP-Photo: 32°—120°F (0°C—49°C) M02-04-01 Detector Test Magnet. IDP-Photo-T: 321—100°F(0°C—38°C) M02-09-00 Test Magnet with Telescoping Handle. Humidity: 10%—93% non-condensing XP-4 Extension Pole for XR2B. Extends from 5-15 ft. Other Ratings IDP-Photo-T Thermal: Fixed temperature setpoint 135°F T55-127-000 Detector Removal Head. (57°C) BCK-200B Black Detector Kit. For IDP-series Velocity: 0—4000 fpm (0—20 m/sec) (suitable for detectors. installation in ducts) •Unless otherwise noted,specifications apply to IDP-Photo and IDP-Photo-T. IDP-Photo Insect Screen Hole Size: 0.016'(0.41 mm) nominal This document is not intended to be used for installation purposes.We try to keep o SILENT' ur product information up-to-date and accurate.We cannot cover all specific applications or �— KNIGHT anticipate all requirements.All specifications are subject to change without notice.For more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472-1610 by Honeywell Phone-(800)328-0103,Fax:(203)484-7118. www.farenhyt.com Made in the U.S.A. • FarenhytSILENT KNIGHT by Honeywell Addressable Single Action and Dual Action Agency Listings Pull Stations MEA IDP-Pull-SA & IDP-Pull-DA �0:= U • 67-02-E Vol.IX The IDP-Pull-SA is a single action pull station requiring only one E't. ® For IDP-Pull-DA motion to activate the station. The IDP-Pull-DA is a dual action pull station requiring two motions to active the station. Both pull stations are designed to work with Silent Knight IFP-series fire , p alarm control panels (FACPs). , Features ' • Installer can open station without causing an alarm condition PULL DOWN • Dual-color LED is visible through handle of station blinks green to indicate normal operation and remains steady red in an alarm condition • Key operated test and reset lock using lock plate actuator • Key matches compatible FACP locksv "+ •.` ' • Meets the Americans with Disabilities Act Accessibility IDP-Pull-SA Guidelines (ADAAG) controls and operating mechanisms �•� �- �15,. r t guidelines (Section 4.1.3[13]) n� p - • Meets ADA requirement for 5 lbs maximum pull force to active x I • Shell; door, and handle molded from durable LEXAN® PUSH IN • Reliable analog communications for trouble-free operation DOWN • Braille text on station handle • Handle latches in down position and the word Activated appears, clearly indicating the station has been pulled • Rotary address switches for fast installation 9 S • UL Listed, including UL 38, Standard of Manually Actuated IDP-Pull-DA Signaling System Compatibility Installation The IDP-Pull-SA and IDP-Pull-DA are compatible with the following FACPs: The IDP-Pull-SA and IDP-Pull-DA can be surface mounted to an • IFP-2000/RPS-2000 Intelligent Fire SB-1/0 surface back box or semi-flush mounted on a standard Panel single-gang with a minimum depth of 2.13"(5.40 cm) or double- • IFP-1000 Intelligent Fire Panel gang or 4" (10.61 cm)square electrical box.You can also use the • IFP-100 Intelligent Fire Panel optional (System Sensor® PN BG-TR)trim ring if the station is • IFP-50 Intelligent Fire Panel being semi-flush mounted. P/N 350286 Rev E ©2010 Honeywell International Inc Class A SLC PUT Class B Compatible FACP CD Class B Wiring: Wiring IDP-Pull-SA&mp-Pux-DAPull Stations ^ Specifications* Environmental Physical Operating Temperature 321-120"F (0"C-490C) Height: 5.5^ (14 cm) Humidity: 1O96-93Y6 non-condensing Width:4^(1O.2cm) Depth, 5.4oz. (37cm) Ordering Information IDP-Pull-SA Single AoUonPuU0oUon Housing KX�aha|� LE��Npo�carbon�omom IDP-Pull-DA Dual Action Pull Station si'Cn|o,edLso: Blinking Green: Normal Accessories Steady Red:Alarm BG-TR Optional trim ring. Switch: Single pole, single throw(8PST) normally open (N/O) SB'1/0 Surface baokbox, indoor/outdoor. switch which closes upon activation nfthe pull station °Unless otherwise noted,specifications apply m|oP'puU-Smand Electrical IDP-Pull-DA Operating Voltage: 15-32VDC Operating Current(LED Oanhing): 30OpA Wire Gauge: Upbo12AWG (31 mmc) ��X][�1�7� Tomu�umommnm/n�ngoumuousmmrmmonounnpu�vv°a.wmoymmmpour SILENT' — product information up-to-date and accurate.We cannot cover all specific applications KNIGHT or anticipate all requirements.All specifications are subject to change withoutnotice. = For more information,contact Silent Knight 12Clintonville Road,worthmnu.oT06472- by e47u' ------ 1610 Phvne�<oon)nou'o�oa �ax�<uoo>4o�'r��u v����,en��cum ----------' byH�ney��U � ' www.farenhyt.com SYSTEM ------ 1�4 ° ' 'SMOKE � Duct Smoke , Detector Accessories I Expand the versatility of the InnovairFlex'M line of duct smoke detectors with System Sensor notification and test F +` rN accessories. { 4 Available Accessories Duct smoke detector accessories add functionality to the duct APA151 Piezo Annunciator smoke detection system by allowing quick,convenient inspections at eye level and effective audible and visible notification options All MHR Mini-Horn,Red System Sensor duct smoke detectors and accessories are UL listed MHW Mini-Horn,White The APA151 piezo annunciator,which replaces the APA451 with a RA100Z/RA100ZA Remote Annunciator new,improved look,provides an audible alarm signal,a red LED to FITS 151 Remote Test Station indicate alarm status,and a green LED to indicate power status It is RTS151 KEY Remote Test Station with Key intended for use with System Sensor 4-wire conventional duct smoke detector applications without a system control panel,to comply with RTS2 Multi-Signaling Accessory NFPA 90A. AOS Add-On Strobe The MHR and MHYN SpectrAlert®Advance mini-horns feature RTS2-AOS Multi-Signaling Accessory temporal or continuous tones at high and low volume settings Their small footprint allows mounting to single-gang back boxes for applications where a small device is desired The RAI OOZ and RAI OOZA remote annunciators are designed for both conventional and intelligent applications Their red LED provides visual indication of an alarm condition The RTSI51 and RTSI51 KEY remote test stations are automatic fire detector accessories designed to test duct smoke detectors from a convenient location.For 4-wire detectors,the RTS151 KEY test station features a multi-colored LED that alternates between steady green and red.For 2-wire detectors,the LED illuminates red for alarm. The RTS2 and RTS2-AOS multi-signaling accessories are designed to work with InnovairFlex 4-wire conventional duct smoke detectors These accessories include a key switch that can be used to select one of two connected sensors to be tested,reset,or both Agency Listings by a push button switch They also enable sensitivity measurements using the SENS-RDR sensitivity reader(sold separately) The AOS (Add-On Strobe)is an optional accessory included with the RTS2- AOS model. APPROVED 7300-1653 C C LISTED 7300-1653 0211 S2522 3034401 7135-1653 0196 9080301 Specifications, Duct Smoke Detector Accessories Voltage Regulated 24 VDC Power Requirements Alarm LED.2.8 to 32 VDC, 12 mA max Operating Voltage 16 to 33 VDC Total Current. 105 mA max. Maximum Alarm Current 30 mA Test Switch 10 VA @ 32 VDC Temperature Range 0°C to 49oC(32oF to 120°F) Reset Switch 10 VA @ 32 VDC Relative Humidity 10 to 93%non-condensing Alarm Response Time 40 seconds max. Wire Gauge 12 to 18 AWG Temperature Range -10°C to 60oC(14oF to 140°F) Dimensions 4.6-H x 2 9"W x.45-D Relative Humidity 95%non-condensing Wire Gauge 14 to 18 AWG Voltage Regulated 12 DC or FWR(Full Wave Dimensions 4.8"H x 2.90"W x 1 4-D Rectified)or Regulated 24 VDC or FWR lauumillbamm3am Sounder Current Draw 22 mA RMS max,at 8 to 17.5 Volts DC Power Requirements Power LED(Green)-14 to 35 VDC, 29 mA RMS max.at 16 to 33 Volts DC 12 mA max. Temperature Range 0°C to 49oC(32oF to 120°F) Alarm LED(Red).2.8 to 32 VDC, Humidity Range 10 to 93%non-condensing 12 mA max. Nominal Sounder 3 kHz Total Current 105 mA max. Frequency Alarm Response Time 40 seconds max. Wire Gauge 12 to 18 AWG Temperature Range -10°C to 60°C(14oF to 140°F) Dimensions 4.6-H x 2 9"W x 0.45-D Relative Humidity 95%non-condensing o111,111111Wire Gauge 14 to 18 AWG Voltage Range Conventional System.3 1 to 32 VDC Dimensions 4.6-H x 2.75-W x 1.8-D Intelligent System. 18 to 32 VDC • ' Maximum Alarm Current 10 mA Voltage 20 to 29 VDC Dimensions 4.6-H x 2 8-W x 1.3-D Power Requirements Standby 3 0 mA max. Trouble 16 0 mA max. • Alarm without strobe 30 mA max Alarm with strobe:55 mA max Sounder 85 dBA at ten feet Temperature Range -10oC to 60°C(14°F to 140°F) Relative Humidity 95%non-condensing Wire Gauge 14 to 22 AWG Dimensions 4.8"W x 5.3"H x 1.6-D For the very latest product specifications and listing information, please visit the System Sensor Web site at www.systemsensor.com. SMOKE RTS151 UL S4011 RTS151 KEY UL S2522 APA151 UL S4011 RTS2-AOS UL S2522 ae - �- KI RA10OZ UL S2522 MHW UL S4011 MHR UL S4011 AOS Ss�/Y/ 3825 Ohio Avenue•St.Charles,IL 60174 02013 System Sensor 1 Phone-800-SENSOR2•Fax-630-377-6495 Product specifications subject to change without notice Visit syslemsensor.com SENSOR"' for current product information,including the latest version of this data sheet www.systemsensor.com HVDS20202.8/13 SYSTEM �4 SENSOR' CO1224T and C01224TR Carbon Monoxide Detectors with ReaffestO Technology --__ i o 0 The System Sensor C01224T and C01224TR(round) Carbon Monoxide(CO)Detectors use a highly accurate and reliable electrochemical sensing cell to provide early warning of dangerous CO levels. Features With RealTest®technology,the CO gas sensing cell used in RealTest®enables a functional test using canned CO the C01224T and C01224TR CO detectors can be tested using a CO gas agent,fully meeting the requirements of NFPA 720.2009. • Full compliance with UL 2075 Simply put the detector into RealTest mode,spray a small amount • A code-required trouble relay of CO into the detector per the installation instructions,and within Wiring supervision with SEMS terminals seconds the detector will alarm,indicating successful gas entry (See the reverse page or the user manual for complete instructions.) • A six-year end-of-life timer ® 12/24 VDC When dangerous amounts of CO are detected,the C01224T and - A low current draw of 20 mA in standby and 40 mA in alarm C01224TR detectors alert residents by sounding and flashing a temp 4 signal alarm.With 24/7 central station monitoring,residents • Versatile mounting for wall and ceiling are guaranteed protection whether they are away from home, • Accurate and reliable electrochemical sensing technology sleeping,or already suffering from the effects of CO • Optional CO-PLATE CO Detector Replacement Plate to upgrade The C01224T and C01224TR are designed for system operation previously installed competitor detectors to the C01224T These detectors are fully listed to UL 2075 and offer acode- required trouble relay to send a sensor failure or end-of-life signal to the control panel and the central station.The C01224T and C01224TR also use SEMS-type terminal Philips head screws for quicker and more positive wiring connections and code-required wiring supervision.With a low current draw,these detectors enable more devices to be connected to the panel,limiting the need to purchase extra power supplies or more expensive panels As 12/24 VDC detectors,the C01224T and C01224TR will operate on most industry security and fire alarm control panels Agency Listings LISTED E307195 E304075 5276-1653 0194 C01224T and C01224TR Carbon Monoxide Detector Specifications ,.. Carbon monoxide(CO)detector shall be a system-connected System Sensor model number C01224T or C01224TR listed to Underwriters Laboratories UL 2075 for Gas and Vapor Detectors and Sensors The detector shall be equipped with a sounder and a trouble relay The detector's base shall be able to mount to a single-gang electrical box or direct(surface)mount to the wall or ceiling.Wiring connections shall be made by means of SEMS screws.The detector shall provide dual-color LED indication that blinks to indicate normal standby,alarm,or end-of-life.When the sensor supervision is in a trouble condition,the detector shall send a trouble signal to the panel When the detector gives a trouble or end-of-life signal,the detector shall be replaced.The detector shall provide a means to test CO gas entry into the CO sensing cell The detector shall provide this with a test mode that accepts CO gas from a test agent and alarms immediately upon sensing CO entry.The detector shall perform in the detection of CO up to 12,000 feet above sea level and alarm within the time specified by ANSI/UL 2034 for CO concentrations of 70, 150 and 400 parts per million(ppm),as verified by a Nationally Recognized Test Laboratory. Operating Voltage 12/24 VDC Audible Signal 85 dB in alarm Standby Current 20 mA Alarm Current 40 mA(75 mA test) Alarm Contact Ratings 0 5 A @ 30 VDC Trouble Contact Ratings 0 5 A @ 30 VDC Size:C01224T Length.5.1 in,Width: 3.3 in,Height-1.3 in C01224TR Diameter.6 in,Height:1 3 in Approximate Weight C01224T 7 oz,C01224TR 11 oz Operating Temperature Range 32°F to 104°F(0oC to 40°C) Operating Humidity Range 22 to 90%RH Input Terminals 14 to 22 AWG Mounting Single-gang back box,surface mount to wall or ceiling Operation Modes •. e Normal(standby) Blink 1 per minute — — Alarm — Blink in temp 4 pattern Sound in temp 4 pattern RealTest®Feature The System Sensor C01224T and C01224TR Carbon Monoxide Detectors with RealTest enable evaluation of the functionality of the CO sensing cell using a canned CO test agent. j[yi •. Ir ,. Push and hold the TesVHush button for Spray canned CO agent into Verify CO sensing at the two seconds to enter RealTest mode The the detector control panel The detector will green LED will flash once every second automatically exit RealTest alarm to indicate RealTest mode has started. mode after about 20-60 seconds NOTE:Check with local codes and the AHJ to determine if a functional gas test is desired for an installation. Hush Feature Pushing the Test/Hush button will silence the sounder for 5 minutes(except in RealTest mode). Trouble Feature When the detector is in a trouble condition,It will send a trouble signal to the panel. End-of-Life Timer- After the detector's internal sensor has reached the end of its life,a trouble signal will be sent to the panel to indicate it is time to replace the detector An electrochemical CO detector lifespan is about six years.The detector must be replaced by the date marked on the inside of the product. CO-PLATE- System Sensor also offers the CO-PLATE CO Detector Replacement Plate to cover the footprint(when necessary)of previously installed competitive carbon monoxide detectors that require replacement. - Ordering information CO-PLATE C01224T 12/24 volt,4-wire system-monitored carbon monoxide detector with RealTest®Technology C01224TR 12/24 volt,4-wire system-monitored round carbon monoxide detector with RealTest®Technology CO-PLATE CO detector replacement plate to cover the footprint of previously installed competitive detectors as necessary STEM 3825 Ohio Avenue•St.Charles,IL 60174 ©2012 System Sensor 1 Phone-800-SENSOR2•Fax 630-377-6495 Product specifications subject to change valhout notice Visit systemsensorcom EA f.5® ® for current product information,Including the latest version of this data sheet wW W.systemsensor.com CODS72701.4/12 DF-60612:A•Ai-10 Wheelock® Exceder TMFII'�•LITE®ALarms Horns and Strobes - by Honeywell ,' • General The Wheelock® Exceder TM Series of notification appliances feature a sleek modern design and numerous features includ- ing eight candela options in one appliance, low current draw, "W_ no tools needed for setting changes, 12/24 VDC operation, 7 universal mounting base and multiple mounting options. i ' Models with an audible feature 3 sound settings (90, 95, 99 " 2!� i dB).All switches to change settings can be set without the use Wall of a tool and are located behind the appliance to prevent tam- pering. Wall models feature voltage test points to take read- FIRF ings with a voltage meter for troubleshooting and AHJ ; - - inspection. .��;t.", } l Ceiling The Wheelock@ Exceder TM Series of wall and ceiling notrfica- tion appliances feature a Universal Mounting Base (UMB) , 11=.!'i:� designed to simplify the installation and testing of horns, strobes,and combination horn strobes.The separate universal mounting base can be pre-wired to allow'full testing of circuit , wiring before the appliance.is installed and the surface is fin- w,.-.. ished. It comes complete with a contact cover for protection against dirt,dust, paint and damage to the contacts.The con- tact cover also acts as a shunting device to allow pre-wire test General Notes ing for common wiring issues. The contact cover is polarized to prevent it from being installed • All candela ratings represent minimum effective strobe incorrectly-and prevents the appliance from being installed intensity based on UL Standard 1971. while it is on the UMB.When the contact cover is removed the • Series Exceder Strobe products are Listed under UL Stan- circuit will show an open until the appliance is installed. The dards 1971 and 464 for indoor use.with a temperature UMB allows for consistent installation and easy replacement of range of 32°F to 120°F(0°C to 49°C)and maximum humid- appliances if required.Wall models provide an optional locking ity of 93%(t 2%)UL 464(85%UL 197.1). screw for extra secure installation, while the ceiling models Series Exceder horns are under UL Standard 464 for audi- provide a captive screw to prevent the screw from falling during ble signal appliances(Indoor use only). , installation. Product naming conventions: The Exceder line's model Features codes break down into easy-to-remember codes. HN = Horn, ST = Strobe, HS = Horn-strobe, C = Ceiling • Multiple voltages Mount,W=White,and R=Red.-So"STRC"can be read as • Voltage test points for quick troubleshooting and easy spot- "Strobe, Red, Ceiling-mount:'.,-and "HSW" is"Horn-strobe, checking(wall models only) white,wall-mount:' • 3 audible settings(90,95,•99,dB) Refer to your fire alarm panel or power supply manual when • 8 Candela settings calculating the number of devices allowed per circuit. —Wall-15/1575/30/75/95/110/135/185 Architects/Engineers Specifications —Ceiling-15,30,60,75,95, 115, 150, 177 The notification appliances'shall be Wheelock Exceder Series • Finger-slide switches HS Audible Strobe appliances, Series ST Visual Strobe appli- • Sleek modern aesthetics antes and Series HN Audible appliances or approved equals. • Common base for wall and ceiling with 5 mounting options: The Series HS and ST Strobes shall be listed for UL Standard 1971 (Emergency Devices for the Hearing-Impaired)for Indoor —1-gang Fire Protection Service.The Series HS and HN Audibles shall —2-gang be UL Listed under Standard 464 (Fire Protective Signaling).' —4 inch square All Series shall meet the requirements of FCC Part 15 Class B. —3.5 inch octagonal All inputs shall be compatible with standard`reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel =4 inch octagonal (FACP) with the ability to operate from 8 to 33 VDC. Indoor Compatibility and Requirements wall models shall incorporate voltage test points for easy volt- age inspection. • Synchronize using Wheelock Sync Modules,or panels with The Series HS Audible Strobe and ST Strobe appliances shall built-in Wheelock patented sync protocol. produce a flash rate of one flash per second over the Regu- • Compatible with UL"Regulated Voltage"using filtered VDC lated Voltage Range and shall incorporate a Xenon flashtube or unfiltered VRMS input voltage , enclosed in a rugged Lexan@ lens.The Series shall be of low • Strobes produce one flash per second over the Regulated current design.Where Multi-Candela appliances are specified, Voltage range. the strobe intensity shall have 8 field selectable settings at 15, DF-60612•A•05/03/2010—Page 1 of 2 15/75, 30, 75, 95, 110, 135, 185 candela for wall mount and shall been round and have a low profile with a diameter of 15, 30, 60, 75, 95, 115, 150, 177 candela for ceiling mount. 6.68" x 2.63" D. Series HNC-ceiling shall have a diameter of ,The selector switch for selecting the candela shall be tamper 6.68"x 1.50"D. resistant.The 15/75 candela strobe shall be specified when 15 SYNCHRONIZATION candela UL Standard 1971 Listing with 75 candela on-axis is required (e.g.ADA compliance).Appliances with candela set- When synchronization is required,the appliance shall be com- tings shall show the can selection in a visible location at all patible with Wheelock@fs SM, DSM Sync Modules, Whee- times when installed. lock@ Power Supplies or other manufactureris panels with The audible shall have a minimum of three field selectable set- built-in Wheelock@ Patented Sync Protocol.The strobes shall tings for dBA levels and shall have a choice-of continuous or not drift out of synchronization at any time during operation. If temporal(Code 3)audible outputs. the sync protocol fails to operate, the strobe shall revert to a non-synchronized flash-rate and still maintain one flash per MOUNTING OPTIONS second over its Regulated Voltage Range.The appliance shall The Series HS{Audible Strobe,ST Strobe and Series HN Audi- also be designed so that the audible signal may be silenced ble shall Incorporate a patented Universal Mounting Base that while maintaining strobe activation when used with Whee- shall allow mounting to a single-gang,double-gang,4"square, lock@ synchronization protocol. 3.5" octagonal, 4" octagonal or 100mm European type back Standards and Codes boxes. Two wire appliance wiring shall be capable of directly connecting to the mounting base. Continuity checking of the Modules in this series comply with UL Standard 1971,, UL entire NAC circuit prior to attaching any notification appliances Standard 464,California State Fire Marshal(CSFM),and ULC. shall be allowed.Product shall come with contact cover to pro- tect contact springs. Removal of an appliance shall result in a Agency Listings supervision fault condition by the Fire Alarm Control Panel These listings and approvals apply to the modules specified in (FACP).The mounting base shall be the same base among all this document.In some cases,certain modules or applications horn,strobe,horn strobe,wall and ceiling models.All notifica- may not be listed by certain approval agencies, or listing may `tion appliances shall be backwards compatible. be in process.Consult factory for latest listing status. PHYSICAL SPECIFICATIONS • UL Listed:S5391 (Strobes);E5946(Horns,Horn/strobes). The Series HS and ST wall models shall have a low profile • ULC Listed measuring 5.24" H x 4.58" W x 2.19" D. Series HN wall shall CSFM Listed:7125-0785:168. measure 5.24"H x 4.58"W x 1.6"D.The Series HSC and STC Specification & Ordering Information Model Strobe Candela 12/24 VDC Mounting Options Horn Strobes HSR 15, 15/75,30,75,,95,110, 135,185 X Universal Mounting Base HSW 15,15/75,30,75,95,110, 135,185 X Universal Mounting Base HSRC 15',30,60,75,95,115, 150, 177 X Universal Mounting Base HSWC 15,30,60,75,95,115, 150, 177 X Universal Mounting Base Strobes STIR 15,15/75,30,75,95, 110, 135,185 X Universal Mounting Base STW 15,15/75,30,75,95, 110, 135,185 X Universal Mounting Base STRC 15,30,60,75,95,115, 150,177 X Universal Mounting,Base ' STWC 15,30,60,75,95,115,150,177 X Universal Mounting Base Horns HNR - X Universal'Mounting Base HNW - X Universal Mounting Base HNRC - X Universal Mounting Base HNWC - X Universal,Mounting Base '12 VDC models feature 15 and 15/75 settings NOTE.,Due to continuous development of Cooper Wheelock products,specifications and offerings are sub- ject to change without notice in accordance with Cooper Wheelock Inc., dba Cooper Notification standard terms and conditions. Fire-Lite Alarms®is a registered trademark of Honeywell International Inc. Exceder is a trademark and Wheelock®is a registered trademark of Cooper Notification. ©2010 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. We try to keep our product information up-to-date and accurate. 'We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. - Made in the U.S.A. For more information,contact Fire-Lite Alarms.Phone-(800)627-3473,FAX:(877)699-4105. www.firelite com Page 2 of 2-DF-60612:A•05/03/2010 COOPER Wheelock Weatherproof'Appliances -Series AH Audibles,AS Audible Strobes, MT Multitone Strobes, RSS-Strobes and'ET70 Speaker Strobes and Weatherproof Mounting Accessories L El Description: Designed for life safety, performance and reliability, Cooper When ,used In conjunction with Wheelock PS-24-8MC ,Power Wheelock's ,cost effective weatherpo'of notification appliances Supplies or SM/DSM Sync'Modules, the,Wheelock weatherproof include: appliances can be synchronized to meet NFPA 72 synchronization Weatherproof Appliances Series requirements The horn output of horn strobes can be Independently controlled on 2-wire circuits using the Wheelock patented sync ' Strobes; RSSWP protocol. MTWP horn strobe models are 4-wire appliances; the Horn Strobes ASWP strobes can be synchronized while the audible-can be connected Horns AH-24WP,AH-12WP to a coded fire alarm system or,can be set to produce any of eight 'Multitone Horn Strobes MTWP selectable tones. Multitone Horns MT Speaker Strobes, ET70WP Speakers' ET-1010 Features: All strobe models are UL'dual listed - meeting both ,UL1638 Approvals include. UL Standards 1971, 1638,464 and 1480 -and UL1971 requirements. As dual listed appliances, these York City California State Fire Marshal(CSFM)and New weatherproof strobes, horn strobes and speaker strobes are listed (MEA), Factory Mutual(FM)and Chicago New . See for outdoor appllcations'under UL 1638 as well as under UL'1971, the Standard for Safety Signaling Devices for Hearing Impaired. agency approvals by model number on page two of this With an extended temperature range of—31°F to 150°F (-40°C document 1 1 to 66°C), Wheelock weatherproof appliances meet or-exceed UL. Compliance with the following requirements: NFPA, UFC, outdoor test requirements for-rain,humidity and corrosion resistance ANSI 117.1, OSHA Part 29, 1910.165,ADA while providing multiple strobe intensity options, including the highest strobe ratings available for area coverage per NFPA 72 a Weatherproof with extended temperature'range of-}0°F to ' strobe spacing tables(up to 185 candela forwall mounting and 177 150°F(-40°C to 66°C)* candela for ceding mounting). • Dual Listed strobe models(UL 1638 and UL 1971) To enable weatherproof mounting, Cooper-Wheelock provides the 0 Industry's highest strobe candela options industry's widest choice-of mounting options,for surface or unique semi-flush installation. Models are available for surface mounting Synchronization capability using Series SM, DSM Synch to Wheelock-weatherproof backboxes on walls or ceilings. The Modules(MTWP and MT-1 2/24 audible is non-sync) optional WP-KIT allows,the weatherproof backboxes(106,WPBB or 0 Models with field selectable tone, dBA and candela settings WPSBB)to be mounted to a recessed electrical box for concealed conduit installation For semi-flush install'atlon, the WPA and Wall or ceiling mounting-options WFPA kits allow a customer to mount the weatherproof appliances 0 Surface of semi-flush mounting to a recessed electrical box without the need for an external 0 IN/OUT wiring termination accepting two#12-18 AWG wires weatherproof backbox. See the Backboxes, Plates and Gaskets Table on page,three of this document for a summarization of these at each terminal mounting options and the required accessories. *rhe series RSSWP,ASWP,MTWP and ET70WP have UL approval down to-40°F The AH-24WP,MT-12/24 and the'ET-1010 have been ULC tested and approved to -40°F,but not submitted to UL. The AH-12WP has UL/ULC approval to-31°F UO L rxonw - . Mme► APPROVED E5946 151-92-E 7125-0785131(ASWP) 55391 7125-0785 146(ET70WP) ' S2652 7125-0785 156(MTWP) 7300-0785 154(RSSWP) NOTE:All CAUTIONS and WARNINGS are identified by the symbol A.All warnings are printed in bold capital letters. ? ® WARNING: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING,SPECIFYING OR APPLYING THIS PRODUCT. VISIT WWW.COOPERWHEELOCK.COM OR CONTACT COOPER WHEELOCK FOR THE CURRENT INSTALLATION INSTRUCTIONS. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS,CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLICATION,INSTALLATION AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION,WHICH COULD RESULT IN PROPERTY DAMAGE,AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. General (Votes: • Strobes are designed to flash at 1 flash per second minimum over their UL Listed Regulated Voltage Range. • All candela ratings represent minimum effective Strobe intensity based on UL Standards 1971 and 1638 as indicated in candela ratings table. Wall Mount Ceiling Mount Wall or Ceiling Mount f'_ }F}RE:I.. ti F I R : --•�� RSSWP MTWP RSSWP MTWP _ MT AH ASWP ET70WP ASWP ET70WP f ET-1010 Strobe Order Code Strobe Order Code Audible Order Code RSSWP-2475W-FR Red 9013 RSSWP-2475C-FR Red 4338 AH-24WP-R Red 7416 RSSWP-2475W-FW White 3034 RSSWP-2475C-FW White 4446 AH-12WP-R Red 7415 RSSWP-24MCWH-FR Red 5161 RSSWP-24MCCH-FR Red 5167 RSSWP-24MCWH-FW White 5165 RSSWP-24MCCH-FWWhlte 5187 Horn Audible Strobe Audible Strobe MT-12/24-R Red 5023 ASWP-2475W-FR Red 9012 ASWP-2475C-FR Red 4251 Speaker ASWP-24MCHW-FR Red 5137 ASWP-2475C-FW White 4502 ET 1010-R Red 3135 ASWP-24MCWH-FW White 5140 ASWP-24MCCH-FR Red 5149 ET-1010-W White 3137 Multi-tone Strobe ASWP-24MCCH-FW White 5157 MTWP-2475W-FR Red 8420 Multi-tone Strobe UL Max.Current AH MTWP-2475W-FW White 3112 MTWP-2475C-FR Red 4457 24 VDC 12 VDC MTWP-24MCWH-FR Red 5132 MTWP-2475C-FW White 4478 High(99)dBA 0.080 0.192 MTWP-24MCWH-FW White 5134 MTWP-24MCCH-FR Red 5102 Med(95)dBA 0.043 0.108 Speaker Strobe MTWP-24MCCH-FW White 5122 Low(90)dBA 0.021 0 058 ET70WP-2475W-FR Red 9077 Speaker Strobe ET70WP-2475W-FW White 3179 ET70WP-2475C-FR Red 4452 UL Reverberant dBA @ 10 Feet ET70WP-24185W-FR Red 4885 ET70WP-2475C-FW White 4454 atts 1/8 1/4 11/21 1 1 2 1 4 1 8 ET70WP-24185W-FW White 4891 ET70WP-24177C-FR Red 4845 ET70WP-24177C-FW White 4859 ET-1010 77 80 83 86 87 92 94 ET70WF 78 81 84 87 90 93 95 Candela Ratings UL 1638 UL 1638 RSS,ET70WP and ASWP Series UL 1971 77,F -40,F MTWP UL Max Current Co �o Strobe Only) High Med Low Model Number Agency Approvals 2475 30** 180 75 0.138 0.168 0.155 0150 135 135 56 0.300 0 355 0 340 0.335 Strobe UL MEA CSFM FM BFP MCWH RSSWP-2475 X X X X 185 185 77 0.420 0.480 0.465 0.460 RSSWP-24MCWH X MCCH 115 115 47 0 300 0.355 0.340 0.335 RSSWP-24MCCH X 177 177 73 0 420 0 480 1 0.465 0.460 Audible Strobe ASWP-2475 X X X X X 24185 185 185 77 0.420 **Wall mount rating only ASWP-MCWH X 24177 177 177 73 0.420 ASWP-MCCH X Multitone Strobe MTWP-2475 X X X X UL Max.Current MTWP/MT MT MTWP-MCWH X (Audible) 24 VDC 12 VDC MTWP-MCCH X dBA HI STD HI STD Horns/Audibles Horn 0.108 0.044 0.177 0.034 AH-24WP X X X - X Bell 0.053 0.024 0.095 0.020 AH-12WP X X X - X March Time 0.104 0.038 0.142 0 034 MT-12/24 X X X X X Code 3 Horn 0 091 0 035 0.142 0 034 Speaker Strobe Code 3 Tone 0 075 0.035 0.105 0.021 E70WID-185 70WP-2475 X X X Slow Whoop 0.098 0 037 0,142 0.035 X ,Siren 0.104 0.036 0.152 0 030 70WP-177 X Hl/Lo 1 0 057 1 0 025 10.1141 0.026 *Pending Mounting Accessories 4 t ,.,� jr4xci� �. • k • WFP WFPA IOB WPSBB WPBB WBB Gasket Kit, Order Code WP-KIT 4486 Mounting Options: Flush Plates Backboxes,Plates,Gasket Kits WFPXR Red 4698 Surface Mount Flush WFPA-W White 4701 Exposed Conduit Concealed Conduit Mount WFP-R Red 4696 WFP-W White 4697 RSSWP Strobes WPSBB WPSBB+WP-KIT WFP Backboxes ET70WP Speaker Strobes 106 106+WP-KIT WFP IOB-R Red 5046 ASWP Horn Strobes WPBB WPBB+WP-KIT WFPA 1013,W White 5047 WPSBB-R Red 9751 AHWP Horns WBB - WFP WPSBB-W White 3033 ET-1 0 10 Speakers WBB - WFP WPBB-R Red 9014 WPBB-W White 4692 MTWP Multitone Horn Strobes IOB 1013+WP-KIT WFP W1313-R Red 2959 'Multitone Horn IOB 1013+WP-KIT WFP WBB-W White 2960 SERIES MTWP APPLIANCES SYNCHRONIZED STROBE Wiring Diagrams OPERATION WITH CODED FACP MTWP O c o tiobe S4obe Syn SERIES MTWP AUDIBLE APPLIANCE AND STROBE OPERATE Module IN UNISON,RED AND BLACK SHUNT-WIRES ARE SUPPLIED. Circuit NAC it or PS-12/24-E oAudible Power Circuit ROMTO NEXT FACP SupplyFk� RECEDING + + APPLIANCE PPLIANCE _ RED _ OR EOLR NAC#2 OR FACP BLACK Note: Strobe circuit requires constant voltage. SERIES RSSWP/ASWP APPLIANCES SYNCHRONIZED W/ + - 0 + ' DSM MODULE SINGLE CLASS"A"NAC CIRCUIT STROBE AUDIBLE DSM +„ ` 'STROBE L 1�/l0 SERIES RSSWP,ASWP,AHWP,MTWP AND MT-12/24 -NAC SYNC 0 APPLIANCES CIRCUIT OUT LMINUS MWP AtiWP RSS FROM TO NEXTPRECEDING • +APPLIANCE OR APPLIANCE FACP OR EOLR FACPRSS + NAC CIRCUIT RETURN Note: Models are available in Red or White. Contact Customer,Service for Order Code and Delivery. #Refer to Data Shoot,S7000 for Mounting Options NOTE:Due to continuous development of our products,specifications and offerings are subject to change without notice in accordance With Wheelock Inc.standard terms and conditions. • ARCHITECTS AND ENGINEERS SPECIFICATIONS General Weatherproof notification appliances shall be UL listed for outdoor use.Weatherproof Strobe appliances shall be listed under UL Standard 4 1638(Standard for Visual Signaling Appliances)for Indoor/Outdoor use and UL Standard 1971 (Standard for Safety Signaling Devices for Hearing Impaired).The appliances shall be available for optional wall mounting or,ceiling mounting to weatherproof backboxes using either exposed conduit or concealed conduit, or semi-flush mounting to a recessed electrical box in walls or ceilings using Wheelock mounting accessories. , Weatherproof Strobes Weatherproof Strobe appliances shall produce.a minimum flash rate of 60 flashes per minute over the UL Regulated Voltage Range of 16 to 33 VDC and shall incorporate a Xenon flashtube. The weatherproof strobes shall be available with UL 1971 candela ratings up to 185 cd for wall mounting and 177 cd for ceding mounting. UL 1638 candela ratings up to 180 cd at 77°F'shall be available. The strobes shall operate over an extended temperature range of-140°F to 150°F(-40°C to 66°C) and be listed for maximum humidity of 95% RH. Strobe inputs shall be polarized for compatibility with standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel(FACP). Weatherproof Audibles and Audible/Strobe Combinations Weatherproof horns and multitone audibles shall be listed for Indoor/Outdoor use under UL Standard 464.The horns shall be able to produce a continuous output or a temporal.code-3 outputthat can be synchronized. T4 Multitone audibles shall be able to produce 8 distinct tones selectable by dip switch and shall have at least 2 sound level settings. Multitone Audible/Strobe combinations shall have independent inputs for the audible and strobe. The strobes shall be able to be synchronized. The audibles shall be able to'be coded when operated on a separate NAC. Weatherproof Speakers and Speaker/Strobes Weatherproof speakers and speaker/strobes shall be listed for Indoor/Outdoor use under UL Standard 1480.All speakers shall provide field selectable taps for 1/8W to 8W operation for either 25 VRMS or 70 VRMS audio systems and shall incorporate a sealed back construction for extra protection and improved audibility. Speakers without strobes shall be Wheelock Series ET-1010. They shall be listed to produce up to 94 dBA and shall incorporate a vandal resistant grille design. Speaker with strobes shall be Wheelock Series ET70WR They shall be available for surface or semi-flush mounting to walls or ceilings and shall be listed to produce up.to 93 dBA. Synchronization Modules When synchronization of strobes or temporal code-3 audibles is required,the appliances shall be compatible with the Wheelock Series SM and DSM Sync Modules or the Wheelock PS-24-8MC Power Supply with built-in,patented sync protocol.'The strobes and audibles shall not drift out of synchronization at any time during operation. Series ASWP audibles and strobes shall be able to be synchronized on a 2-wire circuit with the ability to silence the audible if required. The strobes on Series MT multitone audible/strobe appliances shall be able to be synchronized and shall be able to be operated on a separate circuit from the audibles while the audible circuit is connected to a coded or continuous NAC. Weatherproof Mounting Accessories Weatherproof mounting options shall include surface mounting or semi-flush mounting to walls or ceilings.Surface mounted appliances shall mount to Wheelock IOB, WBB, WPBB or WPSBB weatherproof backboxes using either exposed conduit or concealed conduit For concealed conduit the weatherproof backbox shall be mounted to a recessed electrical box with Wheelock's WP-KIT to provide a weatherproof seal for the electrical box.Semi-flush mounted appliances shall mount to a recessed electrical box using Wheelock WFP or WFPA flush plates to provide a weatherproof seal between the electrical box and the appliance. tI11WirN , 273 Branchport Avenue s� Long Branch, NJ 07740 Phone: (800)631-2148 WE ENCOURAGE AND SUPPORT NICET CERTIFICATION Fax "(732)222-2588 3 YEAR WARRANTY , www.cooperwheelock.com Made in USA S9004 WP 10/06 1 Global Project Va ues: Project Name.I Douglas Elliman-Cutcho ue Standby Hours. 24 �� I Farenliyt" Series Project ID BM-19-30-NC Alarm Mins 0 THE POWEw OF COHN6CTG0 Prepared By: Budd-Mor an Central Station Alar Derating Factor. 1 2 CalculationsD' Date: 8/19/2019 Voltage Drop Warning Threshold%: 10 Panel ID IFP-75 IDP Devices Model. IFP-75 Fire Alarm Control Panel Max NAC Current 2 5 Amps Location.I Storage Area Volts. 24 VDC Max Panel Current. 2.5 Amps Part# Description Qty Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standbv Alarm &T'a 1000 Ft. One-Way Ohms EOL IFP-75 IFP-75 Addr Fire Panel 1 0.165 0 310 IDP-Photo Photo-T Photon Smoke detector 37 00111 00111 IDP-Fire-CO Fire-CO detector 5 0.0015 00360 IDP-Heat Heat-HT ROR Heat detector 00000 0.0000 IDP-Beam Beam-T Beam detector 00000 00000 DNR Duct housing 00000 00000 IDP-IDP Acclimate IDP Acclimate 00000 0.0000 IDP-Photo W Photo W 00000 0.0000 IDP-Photo-R-W Photo-R-W 00000 00000 IDP-Photo-T-W Photo-T-W 00000 00000 IDP-Heat-W Heat-W 00000 00000 IDP-Heat-ROR-W Heat-ROR-W 00000 00000 C01224TR Carbon Monoxide Detector 4 00008 00180 IDP-Control Control 00000 00000 IDP-Control-6 Control-6 00000 00000 IDP-Monitor Minimon Monitor,Minimon 5 00019 00019 MR201CR Relay 4 0.0030 0.0030 IDP-Monitor-10 Monitor-10 00000 00000 IDP-Pull-SA Pull-DA Pull-SA,Pull-DA 4 00015 00015 IDP-Relay Relay 0.0000 0 0000 IDP-Rela -6 Relay-6 00000 0.0000 IDP-Rela Mon-2 Rela Mon-2 00000 00000 IDP-Zone Zone 0.0000 00000 " IDP-Zone-6 Zone-6 00000 00000, IDP-Iso Isolator Module _ Iso(Isolator Module) 0.0000 00000 IDP-ISO-6 ISO-6 00000 00000 B224BI Isolator Base 0.0000 00000 ` B200SR Sounder Base 0.0000 00000 B200S Intelligent Sounder Base 00000 00000. B200SR-LF Sounder Base LF 00000 00000 B20OS-LF Intelligent Sounder Base LF 00000 0.0000 B224RB Relay Base 00000 00000 RTS 151 Magnetic Remote Test 0 000 00000 RTS151KEY Key Activated Test 0.000 0.0000 RA10OZ Remote LED 8 0.000 0.080 RA-2000 LCD Remote Annunc 0.000 0 000 RA-100 LCD Remote Annunc 0 000 0 000 RA-1000 LCD Remote Annunc 1 0 020 0.025 5824 Serial/Parallel Module 0 000 0 000 5496 Power Expander 0 000 0 000 RPS-1000 Power Expander 0 000 0 000 CELL-MOD Communicator 0 000 0.000 SK-NIC Network Interface Card 0.000 0 000 SK-FML Fiber Module 0 000 0 000 SK-FSL Fiber Module 0 000 0 000 WIDP-WG1 Wireless Gateway 0.000 0.000 5865-4 LED Annunciator 4G 0 000 0 000 5865-3 LED Annunciator 3G 0.000 0.000 5880 LED Driver Module 0.000 0.000 5883 Relay Module 0.000 0 000 NAC#1 Notification Appi Circuit 0 000 1925 1#12 Solid 1.59 000 2040 000% NAC#2 Notification Appi Circuit 0 000 0 825 1#12 Solid 1 59 000 20.40 0.00% Total Standby Current Ams 0.205 3 236 ITotal Alarm Current(Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes/60 5 Mins Total Standby AH Required 4 915 1 0 270 Total Alarm AH Required, Total Combined AH Required 5.18 Multiply By The Derailing Factor 1 20 Minimum BatteryAmpHours Required 6.22 I Configure Circuits Print Page ®�� ��� Farenhyt'"Series THE POVIEF OF CONNECTED C[rcuit,Configuration Project Information Project Name: Douglas Elliman - Cutchogue Project ID: BM-19-30-NC Prepared By: Budd-Morgan Central Station Alarm Co., Inc. Date: 8/19/2019 Ckt. Number: NACp-,#1 Panel ID: IFP=75; IDP'Devices Ckt.'Name: ,Notification App[Circuit use: Notification Appl Circuit ; Qty. Device Current Draw;Each Current'Draw Total Standby "Alarma ' Standb Alarm 3 Wheelock HS24MCC Horn/Strobe (75cd) 0:000 0,127,5r0.000, '0.825 3 Wheelock HS24MCC Horn/Strobe (75cd) ,0:000 0.275 0.000, 0.825 1 Wheelock HS24MCC Horn/Strobe (75cd) 0:000.. 0 275'" 0.000, '0.275 Unused 0.000 • • 0.000' 0.000 •' 0.000 0:000 0.000 Totals 0.000 1.925 Ckt. Number:.'NAC,#2 PaneLID: IFP 75 IDP Devices Ckt:Name:',Notification Appl`Circuit° Use: Notification Appl Circuit Qty Device - Current Draw Each, Current'Draw•'T:.,otal Standb Alarm 'St andb .'Alarm 2 Wheelock HS24MCC Horn/Strobe (75cd) 0:000 0:275'' 0.000 0:550. 1 Wheelock HS24MCC Horn/Strobe (75cd) `0'`000 ` 0.275, 0.`000' ° 0.275 '- Unused 0.000• 0:.000 '' 0:000 .F ' 0.000 Unused 0.000', . 0.000 0:000 0 000', '0:000 0.00a, Totals 0.000 0.825 /3.1 xo � ore REmswx --- pa ( ? 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O O O ° COVER SHEET 0 N.Y C.E.0 C NOTES Z K,5%-h ,z9 a+4 J4rtl15 MEla'" s E FnD�Ec,Nc_ __1 ONRWsrMIRWPDr]M �NEU^RONl NOxEFpAIxGPMirtror6 RUI.AME .o^r•uR F RHRK BT �___ 11x551R%,UREE HVAOOULttOax EOCFM1MGNOMERIOR imr9F IxICYJAEEMSgV.aE N • a �, DRfDR as r T-001.0' NE41 .I ., .. r, • r \ DF' 1814°; NG I d ,AFvrsroN .___ Im mbss on rEndn SIGNAGE —I G ----- --- ii, ii, -- P°P°°°°°°P°°e °P°,°,w0°PPP "`rtEEEPG 1-11-1011 ¢ # vvvv.vvvuvvvvo vvv.evvvvvvvvvv dFEsv ul I __ PFRNMiso-_YtCE % % ww.udm,EdsLmexen Law Ie ' _ rGW A,Ew,,.d�Rd G E° C DouglasEllimai�i GAw,R°d EG.a G G d„Lmd m0-n _ _ �� � wssLrsxrtEn N0`iwuna 5xwmxE0.EAlecEAEwuArd wvurt ttu5,�wwFum¢drtufv I REAL ESTATE \\W � rUCEL�MCE015,1UC,I0N�4PNVYJVERIICNLY ISN'-y' AH<TiRd7�U7”� � OtNF��WLLLIxO�GIE CFGIEYIUCCFSIGN e b N��ET itLFE,FE - - b x E 0/1 F--IIr-Glm b ON LM0.<S.,¢ .FM[OUIIFQ .e //°v U 5- MGFDB4SE SFE SM++v1_C PUSH PULL p b rWGxvux A 1 �, 6MF T=EMAVENROKArtvW �? uuzs,w3 rWLexcFAF0 cxlxGwA4EIM- pis - vvv vvv y"'y' vP0E0A soEnd,'a 0.d5,NL,IM — ELEVATION OF TYPICAL SIGNAGE AT DOORS 8 GLASS OFFICE FRONTS ELEVATION OF FIRE PROTECTION,POWER,LIGHTING CONTROLS AND FIRE ALARM 0 EQUIPMENT COUNTER ELEVATION OF TYPICAL SIGNAGE DISTRACTION MARKING AT GLASS FRONTS swE.xn N'4L AOf"cLvirt GOOA S5S10.CBF,C0.CCN& COf GCM W„g04 EtnINNSIGN � , �` RFAv4dl�,i��E 6 F W rox�bCl¢d �( E OENN� NSCm W 6,�/L� p y i� 3� �S �pnWdd&5fGE63fIrttCN. 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ENx.•wm ,WWsx Excm'¢m L - -T _ POWER/COMMUNICATION NOTESA� e \ °�;- 1 l WSM°4PBBE 6JMIXtOOCx ANE,0eE5 W#DiOADDtlND II xMPoPED4i`AV1DE5mM°dmR �°« rtl'N� ��J�'f_,. �� DER rIQ srwAnavweexFs uLe�fnEs�En ym•nD9Dvel.ee� x vaAeartA *eaoercFuaEPrcaDr imvD.rFxuawwNvwnauwu sw..coMwn`sioefvxocuxmemuu,xu°nrbmPPsnmv.a,.c¢ L7eN a�.E.:va„ _. —. «A fYnrxvx•,.xR,xasBEYmiDAFafrEcr v}RUDrbs97 E,rsavrubra.nmreervavuvxwuvM IA amnseEx,m.uw.uuoMrmvuswnm soQFvs.wx °d1 1 ALLG�pEwpDExrtDVSrDBExAMsmm'r 6i �PC ,xWnLgwE,NLC01.IX0EAVD,MxSwDYx,NE �� YAL GmFCiRVEv}MWALLD,v[ aF Su�i5 nUxf"P.CEty.rAlOvxDEME,amxS,AucDnFxDENfFEUUEDvFP s p s oa s °s E FIw DDNN D� wI e4DW DPC A Nn E N I a o W � ole Yao 1 Guo Architect,Stet,01 \_� - artrwxcExsDRs 141 W 28th Street,Ste 801 �` vao.,DEf+lamE,smilmraciNlwnlDurms I cxAt°f"rLvsxlwuLVDvwAlmo.rAmxESYmleuRatimxmmx New York,NY 10001 O Y ---x --. — l — i caawaN.narso_uas`ruiee .FDrninioF°uusifuum}�'° p DE»sAmrovfxw>ESExw.EEVPoamEDnerows,AumerEuau,MauxEP Tel(917)376-7788/Fax(212)695-5170 eEcowDxnrEOWQIINAVIIM=D¢n¢R v w"WC,aE6NEBYa3Qtf i0NPnLYEPLwArw OER'M1VrtMEaAlFlt n i1ECC511ALL Dv1}NPEERCiIOVOMA1CWImIW,EvmNNalrtuIENNFAIO U V —iDMN—FEEE0.i0NPImIIIQ aU.xxGS{A4t LIprt510 BE Ctas*,E�ECUL OI,RnS✓sbu+bMDFVKFE,Dmm,wx9FlECrm NimFWE -RuR.IEs.muwlxAiEXenxevemmau }, E csN,urwexPlulaiDmAD•+uNia,la,sEmND�WiErNTMw+xwslDw vv MINOR INTERIOR ALTERATION FOR "LOON°0O9X4s�roA —m— DOUGLAS ELLIMAN s ucn.rLom�r6lEsx tL norONnuxiKrtaDPCDPEc ,aw,cvW,vxi }S v0.,ADF'"Auel¢mm"iw�ESlimc=ua°mitlCW[PIw.,OEEFrmpEVR""'u-i°f 1CW 18100 RWN ROAD GUTCHCGUE NY 1198 ® ® EB YN�AEc(eEILOPE�am utxwaxWsiAv,a: ww0 ills£ _ SECw.LOGNIM1MxilaUaxRE I DDPoWN W XP DBrE wN FxDDPE W LiPwD¢ DATA AND POWER PLANS ---C—E—vvw5lai DE9EaWtt DN Es uLCnBI�xDElxnt xowavBxuL e¢erDc ,} mA1EHlDEnaE vmvEN.p.BIACODMIITCAnCNDUQE,Ea of WF.IRIVNaLF,AiDFn9wetNATTMA9EImiLDulm OExomuX wsm r NNExu vpxfNYL sFHesusxAnmE 0.,E 11-0I-18 CamvOxEWMEwuI¢avENavOCSWi _ __ 18fA E D Y E f IA D�ENA xa KKP"AiI,FRA°GVD 'IM=VGOaVEWDRiorvsr011A,Ml u¢wnE �Vg?ow c(Rc --NGBY_ —R-A 1ST FLOOR FINISH PLAN �J''I Q 2 2ND FLOOR FINISH PLAN Ln --� EsmEu wfN iw,EisauaLmFstti m w DE us _____ EGIE fIe.10 rJL" '7 StuE V,.,ff F',- 1 -' fA YWlIE{OCECWImrtarmwrtNGxEEFwGOWvm+'S,6µvg50.F➢uLV Y 1 AS NOTED SCALE 11A'=1'-0 SCALE 1M'=1'0' was S a:r0MWEHcxEexwleE-RCV T0EEAD—DAS R ���WDE�A�,EDDPDmA,¢�LDMLE,PEDaP�Ex,si�bLEw,�a�r � t�e -104.00 wu P }E 0.Eiel iO ExG EERELNWAnGSfdv/llta,aerfQUDAm PartxG �c yFM. DNSE 1814 °OBD.w RDIA. I RD EO xOta -- o = J DouglasEllimai O REAL ESTATE DN I I 1 EXISTING PANTRY FLOOR PLAN Tr rTIr< fPANTRaELEVATION ° PANTRY ELEVATION SCALE r 7 -0' n 6'.T-0 yr F SCALE 1 .1rvlc SCALE 12=1'V FIXTURE SCHEDULE ITEMNO MODELt MANUFACTURER DESCRIPTION 0 FFKG—A EWN•Rr]1y,9,1W. by p] w.Nlr].xGs cE WRVENrio oKRDM`Ar rtFa r1S Qi 0LJ ---:j v(fR ARMRxu DMVSEr�AGA Ow0'•E 7 Q cutfeMufR A1W EMPIRE OFFICE x g 105 MADISON AVENUE NY 10016 p PANTRY RAISED FLOOR PLAN PANTRY SECTION!ELEVATION rl_� SCALE rr.1'-0 SCALE""." Yao VV Guo Architect,PC 141 W 28th Street,Ste 601 Speed Flooring _ - - _ New York,NY 10001 Double Sub-Floonng est Tel(917)376-7788IFaa(212)695.5170 Jo Additional Support Joist Hanger o afcr INTERIOR ALTERATION FOR DOUGLAS k l - ELLIMAN 2UW AWN ROAD CUTCHOGUE W11935 DI4v]wOTIRE. x Girders PANTRY Precast Concrete Pier Perimeter Support CMU BrickEUASDRA"'RE 190529 • w Em"', D NGYMD AS NOTED G���0 .00 3 PANTRYRAISED FLOOR SECTION/FLOOR PLAN LLtd �� 7 RAISED FLOOR DETAIL — �nv tt]2•isT,a SCALE 3B'.I-0' SCALE r•T-0' uoo Fu¢ voe°qe '1 i PrnSgH �I PMIT ISSUE I FINISH SCHEDULE I WALL FINISH NOTESLLEG«•.FEE,Av4ESQNHERRA4_W RR,Riorela« Rnlureu+u,.msF«iGG4HHw, aGGRMG ACT GAvmsRmxQ+]Im„sw.]G! —(-- _ �.aAISFLGGR�2Gd, nCRiOPF➢un4oxucE0 wN15P0mvPO00ETraCe1FMSNES _ _ R ausuRFA¢slwuts«Ld,vs soffBSO0da5 FRa,ESEre1 vOrvLrRE IFRARNsmCwv caLOR u,O<RO ErcFLOnn RnnruTE ZREA 005E«MAn on nwdldlOVi ExTUlEBUtOwGutEw511u0 CATEOMRNISORAWwGSEiI 2EPul,COLdt APP VmSVWx dQR 4 SdE,]„r = sm]lw.MGS"GNQ�Ga4«�G4, U J DouglasEllii dfi Q cdLEn OrsunERGws snE «TOCucwl REAL ESTATE a-F == ox FOxFMs„M G,S1d4%:xG fMFEiiIIE nEnWPHcddF SCA,nnGmFSlnN siZE t4FYteP RGAVIGSP Q,]ISn RevUd \� FPEEOf—GREwsELOOO—PEmFU—IT. —13.`"O-s GCOAI FF Auq OTxFRfORD4N,urERul 2 u55xo110¢ELTxLYMRIEOUNFREE FRON SAGS RUNS T I I I I E%IST r FH,- _�*:,Au duWss eRL¢x,Vwa sxv50ROTHERO�drs STAIR ,s Y T'fti XMNs SMEOm VITLTORES5E COICR]m vuM Q,]I00i,ro].]N E • RU]EERRAGE mOxN NN'hiOFlE55N wSIOEaas$ne6naORMGcd., M- _ryg#4h uis COLUUvs ANRO« ETIm0Up0U7—1 nMO i'G mo fa+5xllRS�i0ePAMEO `�`�s`i;� i �ic�PrucnGriF4scxvsLga'Pi%ws�'uRF.cEslsEuiF%vwn N`�•', *� =.—TOOORS.s«DOcOwMRlsxxELLawcwL4SRaXGFmc«aRmsurosFRAuVEEasro - 01.a1 eRE gs4E LL cxr Vl«zx IMMFERRn.1RRUUTTEFs%lFeAdOaRasISaIIv Cdn 4««RAvss�s4I F�mRRRwuAssM(lscsticssi ln]zsst,sllQ: W 1BOOtsOFFn51l E4GSxELL nER✓,.SySHERNHCdA t "-:h'tti%�ry4._ cFwulcwuL uFR onLMitti PomcOl�im sllowzory Ga. 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DouglasEllh �+ REAL ESTATE vFrtvaPAAOx MUAYCtFANIKG ArPP0�0ACA S[A�3]BBS GCiOCOnFua, 1 601Jb CL�FMMDfpT_ToI0F0iLGNNGBFC TO MF L005E[rz PE LB+LP,Ni LIKE CPif SGTFFRUUALCOLO"SGIO]Ix-1E 4" f,9m9] ,� �O� �x 11 t11EE6.]O6 2 FWISHEbs"WBEEWM1Y ePPHE0At9]AEE"iRIXA S1G;PJ,R Ctun]b&N9xpMKs bpPBOPOixFAGE6ECR '+t1:?,r.•i y,i S) CO [ 1 S^ �� mo .T L 1p10mNM �L _EW „ FA Nc OP]e0 Ixmt p,zl wx]666.]65 wsOEK ,,GK�n95a0dxxGCOr, j^.%�. $ t EI,xAwt+GKx¢M°ooquTGOEVN"xfOilRaMr.drttEuuR - sNVL,GMN]OBEIw]PRu'C.W,iMM10.LL FAGFRV,ES OSFAucm EAet PN oFNLLN06]OfW4 FGC51ivGCWIFAIORIniEX Ca00. „-SOEWVSS:°x�Ertu�x�cOlnRSfA,] buildCtt0A0FA01ACEM wAILCOLpv.Of pOGABAJAFRM,E5t0 GFAEpALPutt _ a� �VOOM]FNCA UTEILCOLdt sKYeG CCen °OUPous®sx[w xl ]IGxe,] IRA 3 6 Ot"�T�Lxd­,mroaCFMEW"I A�) 4MGW CK ] cnJ6Acic I6ww PA]IKltmv FdxuI0APW00ci cOtOATApE2 C0.PKW3G6]YMGF. �PIMSH nµ®aMxuDKL°NFv ]�sy>�ti y tr vJ,`i.'Y.F'•••--•Lq ate' �uS°uiE at `Iw514GL055 i�4OrC�EE1KNsf°P j.,4.�:\S�Ct��,4� .?+m �}' c Opu Pp00JCI WWICWE2 caG0.i,:PJ.6siUUL 'N.OTEMlE91xw0µ.wlswW lJrtrNxdMt _ �Tv��h'.r47�•i���fh i�c�•� �pKiE '.ul]HPa E]EEfpnsMNn4 NiJECOIEv<tKK6 FOP L `,,��1+I 5 �'�7�,i•sf;...�FY"^��"'."..r•^r Fx°MUAm IAGG9=vMpE r'N^.fir,;Y�y;r'Xh^L'rCYS:>•L•. .%%:{n�u+'�a�+:�c.'1 cwrzci BLUEPRINT A DIVISION OF EMPIRE OFFICE i:•"+ax'.•, 105 MADISON AVENUE Zt!''"-a:*iti'f,r .,� -+i=Ys'si:-�'•'�':;%...'e NY 10016 `.=;.f,i•``a;:x+A`t=%':+'�yd•:'�'=+:v5 k •^r';`,��•k-1+rc vENGIM10Ep ✓, �` sly<'it:;v�".,'r-~.fan• !: vc-•a.A, i,•„' ROPPE vRCOLgtPBY FOOpn,G EngtnerAn90 d"j�iYYi�V� Y'"i�l1.y�•'1.�..:�•in i�l:`y ��•• ♦4ktiGSr•, t•A' GnP t � 0 h iv•0�" A�ry�+G.. ,F wff..lr 0,y.� � Pxt]6gml.s ix,i N]o]EJ�ww ?1f! {`•n4'lviw .`4 4^✓. 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PLV C CFIFUSERS AND THEIR IBBS WHERE SHOWN NEW AND USAGE E') BTU.M/C TNPfRA URE.T <I 1-II%2';0`4• <B• PB' SWING CHECK VALVE g g CONTRACTOR TO I-ECT NL SUPRY MAWS FOR LOANS AND SGL NRTIGHT WITH APPROVED SGLNS WHERE NECESSARY 251>350 0.32-D3A YA AB 10 10 10 SO BALL VALVE 10 ro R FINE CAMPERS NOT ENTRAIN E IN THE OPEN POSITION—SHOUT SRR R- O -ON 2010 Sd AO AS AS AS THE ISPACEALL RARACED OR CLOSED DAMPERS 10 BE REPLACED WITH APPRWEO EQUALS TD MEET 201-230 D32-OSP Hyp 23 13 13 10 10 LOCAL CODE _2W OSS-010 12513 m 20 2q —®— N OF FLOW 1 IO PROAOE AM GUNGE OF S 11 NCLUDE EMTING A/C UN a CN AMPERAGE 103-IAO 611-030 IW IA 10 IS IB 13 1 EIS PROAOF TOLD[WAu51 CWHFC1gN r0 RISER TRAVERSE LH5 f0 BE WALE AND PEPON 'L STRAINER WITH BLOW-Orr VALVE ISSUED vRlOa TO$HAAT Or HE RSTO ALL AO-ro 0.21-OSI Fs 03 0.5 11 IA 10 I2 11 CONiNWTOR SIHNL ADHERE i0 ALL CONSTRUCTION RULES R[LIMnONS AND iTAHDARW CF <AO OSI-03] Ts03 OS ID 10 10 4. u r vAtts Blmowc U ALL BRANCH OUEI TAAE-OFF TO AM VALLEY INALL BE PHONED HWM C.)VOLUME-PER DOMESTIC AND SERVICE HOT WATER SYSTEMS —I I FLE%IBLE PIPE CONNECTION 14 ALL NEW& I EKODNG SHEET METAL SUPPLY DWPWONH SNNL BE INSOAIW RUTH I-t/2'THICK PIPING INSULATION THICKNESS SCHEDULE METER OSUL WN n.OPDUTWG MVUAIgx COxOUCTm1Y NPE OR nRf SIZE(FIC12S1 iMEauO IS L SHOP DMWNGS AND ANY AIDM(NAL COOAOMANN DRAWINGS AND GLETCHES OF ALL T[MPERMIKE RNfE PRESSURE GAUGE WITH PETCOCK REP�CAL AAE TO BE SIR RES TO THE PROPEFTY MANAGEMENT OFME FOR RENEW AND AND IASAGE EF) CWOIICFMIx NG _ 1_I/2• 4L NO WORK$NHL COMMENCE UNLESS APPROVAL ARE SECURED BNNN/(x.Rx1N TDIPCPAIURF,T iO<A• < 16 15 KCHANCAL[OVIPMEHi PORNI5 AGE TO BE DRADRCD TO TIE LNDLORD FOR ALL ISO. OII-030 0.3 1051. Iq id 3-WAY CONTROL­E 'EC__HMENT RBELAR.G PENINS R 17 CONTRACTOR R RESPON4BLC TO FIREPROOF ALL STEEL AREAS GPOSED AS A RESULT OF THEIR - 2-WAY CONTROL VALVE WORK INCLUDING UN NOT LNRED TO THE DUCTWDRK N5IALLIW IS CONTRACTORE pE PHOAR eACK mR'`s3o TH AL FULL HEIGHT WAus AS RECULNED FOR DRAWING LIST b NVE LOCATED ON DROP T 9 CONNECT NEW BRANCH SUPPLY DUCTWORX TB EWSTNG DIxCIWORN PRO.RDE NEW UNN DUCAVOAK ERCUT DDDR CIRCNGON$ANO--IN SECWNS AS—I. .—TSI. ¢NDS NORS ABBF[1W AND OPIWYq lbl M-RD00 BASORHI KOUN41 NAY Q I.ERUOSTAI 20 WU. Wu NEW EASING SHEET MEIN EU—DUCTWORK ENNL BE WSULIED LWFN 1-1/2•THICI M1- GDroll Y[ULWCU NAM DUG ISMOKE DGEGOR —1. RAND 16OLNA4WIR MDfl 5 ASND SOIIDN[S SHELF AND HUMOtt SENSOR 21 IG CONTRACTOR TO WIN RETURN NR PATH BACK 10 BUTLEAS SHAFTS AND SUPPLEMENTAL -HA2 MLOW!?AL SftUYGTR, BASES I Aft CONEXROWNG UNBS OPENINGS SHALL BE PROIDED WHERE MRTICIR 6 OBSTRUCTED Y-Bx]AO YNMNOL SRIYCKTO15 9fEl u0.I PRESSURE SWITCH ® POINT OF NEW CONNEGION 22 ANN UCTWlR0OTH CK CENTUDIS WITH PI'M S¢EL LIGHT FWURES EIC DUOMDRK—BE mPOINT OF OGCONNECTIBM y PANIC 301 GrICRNT ASIRAE WST SPOT MR RLTERS ON UNH RETURN DUCTS DKMND DCVO FSO COMBINATION FIRE/SMOKE DAMPER PERIW ARE CONSFRUCTCH TO KEEP DMT AND DEERS FROM ENSING FINE WN MR HMDIA.D NINE BAUPER -I. NEPENOufER AD ACCESS DISK 24 RUN RUG 10 DIFFUSERS WILL NOT EXCEED 5-0• 'I///'��� 10 TRANSFER OPENING 25 ALL DUCTS S 10 BE PRESSURE TESTED MED R LOW PRESSURE TO HOW A W NEO AND 2'ON LOW VL L� MVS WIRE MESH SCREEN AS PER SMACNA STANOWO TO BE BRIESSm BY BtU—. OKDDM 25 CONTRACTOR R RESPONSIBLE TO CLEAN MGD RELOGFE EXISTING SUPPLY ORFUSFRS AND LNGAR GA .—OR NR DIFFUSERS SO M TO SECURELY ANO I-TRI FIT AND PERFONM N CEENG MERPAeMRDOI C/ W RETURN NR2T CONTRACTOR G AESPONSIGLE TD NIEW vERUY COIFIRM AG AGIUATOAS FOR GSFING VAV BORES vxl2Pnvms IxI2HMM,rwnOaNlwl G SUPPLY AN NEW TH EpIroETAT T M ERV UURE1S.SENSORS AND CONTROLS i0 MATCH EASING K TO ENSURE CNnEGi ER C%GTWG E- 20 CONTRACTOR G RESPVYSIELE i0 REUPIE ALL OPSING VAV-TNERUOSTATE AND ASSOC SED MNRNS ER CSY/5 UIPLY 29;pE; COMpG TDA'1O..rt LIR NCPYfPOOP.O<DNs"NUETED.SFY NEW MIO EXGnNG WORK LOGISTIC CHIMED WATER RETURN LYS CONOENSER WATER SUPPLY 30 FINN LOCATION OF ALL WALL-MOUNTED RVAC CONEROL DEMCES SRALL BE COORWIATEO N THE SERVICES PELD WITH THE MCHRECT MIO THE ENGREER PROR TO NSFNUATION GVR CONDENSER WATER RETURN 105 MADISON AVENUE W cpxpENv.TE Raux NY 10016 DR ..IN C'M CUBIC T PER MINUTE GPIH GALLONS PER UNUTE Eci AL ACCISTIC LINING DOUGLAS ELLIMAN 2 UEMAIN... 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I Yb n - Ae 20x QoDouglasEllimUl F REAL ESTATE EXISTING RETURN 85, GRILLE DOWN TO BASEMENT T 7,f8k6 12x6, JLJ 12x 2 )e6 40) 4 TEF-1-1 r (75) 60) 6 4- lx8 L!LLJ 00) m IL 1 6- 6' 0 xt$ z 2.E 6' :-� x (11 5)1� 7 D A I 11 \i. 661 5 '5"o tjxs LOGISTIC SERVICES LAD DN DN 105 MADISON AVENUE NY 10016 26x6 OUTSIDE AIR DOUGLAS ELLIMAN INTAKE LOUVER WITH 2M-- 50% FREE AREA. GROUND FLOOR MECHANICAL PLAN 11 1118 XX M-101.00 -11. MED FcR spo nulo 2600 OUTSIDE AIR INTAKE LOUVER WITH 507 FREE AREA TO CONNECT S AD TO ATTIC WINDOW DouglasEllimdfi GENERAL NOTES: X8) lI ALL DUCTWORK TO BE RUN IN ATTIC SPACE l�T'll 11 Fx8 0x1.aa 12x6-\ EXISTING AC UNIT TEF-2-1 (75) 2 6 ioo oxio- 12KB- 7-77 135C)12<8- 1 vu rrc BEE r -2202 16xI ext �I.-1 i 5c6 4xl)--'l S-2 Tri BOB 3R)-' LOGISTIC r-j SERVICES 105 MADISON AVENUE NY 10016 DOUGLAS ELLIMAN zezoUN ROAD 0GUEWMeas 2ND FLOOR MECHANICAL PLAN asNuariwe 11,118 M-102.00 -nan @DouglasEilh RSAL ESTATE r LIGHTING NOTES nN WA Z U=wl 11 p. 4 U--- .—E 05� MM UrM__GuYcw WW. El tm -T /lb W. Dm ce , II T-I BE T- fjv/L TIE E. rtc RE LOGISTIC L SERVICES 3/19d 105 MADISON AVENUE NY 10016 DOUGLAS ELLIMAN 28200 MN ROAD Cul—mwl— ZECTRICAL LIGHTING I( PLANS GROUND FLOOR ELECTRICAL LIGHTING PLAN 2ND FLOOR ELECTRICAL LIGHTING PLAN can as xrEar AEW 4o BA6 P� E-101.00 �u POWER NOTES DduglasEllimdii TATE Q "'T', I ST[[ CN.N F LOGIN AND UOLINTRIGE-1- ANTRRI OF ALL PoWER. T TEIEPHENE/GATA OURETG.—TINS AND POWER W LOw g� {Z x r G NSCONNE[f ORANSwPCS N-1EFN wi0 ELECTN CAL PMTrtgNS SEE MCxRECTURAL ] CMTS ARE SHOWN BY ME DESIGNATED PREFxcs LETTER AND IC-I:$ .� RCNT NU HTURS AW.e 1 TO EACH RECEPTAriE RING IS NR n L SHOWN O_UNDER SPECUL ORCUUSIANCES.PRONGE CONDUGS c� ES.AND 00%ES 0.EOUNED 10 ENERGIZE THE EOUNYENL AND OEv 1 L 5 E%PNL'A JUNCTION t401E5.SEE ARNFECNRAL DRAW WGS I a 5 ORRC�� BERS ARE FOR RE—NCE NLY.1.CONEGIONS H ALL BR/wN CpKUR xTRwC SHALL BE RN.F....WALLS LEI J. ANDOYE HUN.—`* ll O/A'—BE ME 41MYW SEE CNOUII D SIM AND SHALL RE_%RIt T—SHALL BE YWWUY—1L.p z OGY ALL BRANCH INLNG UNLESS I &p+nrf II�O S ALHf'. Nµp I-PHONE—US THAT RUN ABOYC HUN.GE— C— E— S BE N INGTORE FLON SHN.Ld000R0 NA[SULATEDDwTMAC M BUILDING YANACEYCAND ~O B STRUCTURAL ENGINEER RLL CO N.AND WALL PENEIHAROtS PRIOR ® TO ANY dS1ALUKDON N ANY WORKS. I > ALL PENETRATpNS AND OPEMIA.S SNNL BE NxE STOPPED YRTM 1 BUILDS.MPROhO nFESfOPPING YATERUL I I vuni roOTR.. CaOrzpNATE Md— STSTEY wr¢p 1YPC k IOGTN 1 START OF 9 W/ARCP_ERNITEIR BF TSHO NET SW FOR POONUATIONAL PURPOSES ONLY FICCTPoGI COMPAGTN YAY UTRIEE SPARE DHE—MADE ANNUBLE THRU DEUOUTION IN EASUNG ELECCREAL PANELS PER TO C TRDAL CONTRACTOR SNALL LLVM N CERCURRY FIELD FOR ALLB ExSTW.TO REYUN EOUi-EM AC UNITS—WATER HGTLR. 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AND AM CWE FW WL,DRK BL—.LOYS,ROLOON Axl D„—NUS BE P.I.—CLNTlT[0 Wmi4mro+w,xn r»-N ,N,0_i 1N'-0"i WLtDER EIELTROOES 9fALL BE E)0 SEW[S ro[n --- VAULT REMOVAL �uE.,N"'rrtW 1, ROOF FRAMING PLAN OTE N NTRASTORt OPTION NEW STEEL AT c ROOF FRAMING PLAN, COMxOiES 0 1AAY BE SPIKED ALL SPLICE -----IH9UTC5 MSTwO BEAuS/JtlSTS TOR—WLYTr Oi B—CNm SECTIONS 8 TYPICAL DETAILS J IIDIUIES NEw BEANS/JpSS J IOP Or NEW STEEL CIEYATON-,U-0"t A LL EbSTINO C.T—S AS SHOWY ON PUY ABOVE SHALL BE YFAINEO IN THE TI EID PRIOR TO START OF CONSTRUCTOH. aS-101.00 s MICHAEL ANGELONE, PE, LLC ENGINEERING SERVICES 4 POND PLACE•OYSTER BAY•NEW YORK 11771 •(516)922-2024 August 7,2020 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold,New York 11971 Attn: Building Inspector Re: Plumbing Certification Douglas Elliman 28200 Main Road Cutchogue,N.Y. Dear Sir, This is to certify that the plumbing called out for replacement on the I"and 2°d floor plans (Page P-101.00 as drawn by MGE Engineering D.P.0 dated 11-14-18)has been properly replaced as specified. Also,not shown on the plans but was properly replaced was the water fountain outside the 1"floor bathroom. All plumbing work specified was properly done and complies with State and Local Building Codes and was acceptable. Sincerely, re Michael Angelone,PE (As president) pE SQ(/p�ol , � o ' Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 co Southold,NY 11971-0959 CO UN1V, ¢t BUILDING DEPARTMENT TOWN OF SOUTHOLD i CERTIFICATION 1 Date:_ ILI I/L/ j I Building Permit No.42894_-+2 Eq L Owner: J_o ffb,ionp (Please print) Plumber:—6 .(2L I L IU 1eCl' Gull (Please print) i i I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i 6y� (Plumbers Signature) Sworn to efore me this l/( da of I 20�� IZNE E Notary Public,_ Counly i i I I 1 AIR 11 In In P6al VAwL1 1A M VAL APPROVED AS NOTED DATE: FEE: r d BY.� COMPLY WLHA CODES OF NOTIFY BUILDING DEPARTMEN1rA NEW YORK STOWN CODES 28200 765-1802 8AM TO 4PM FOR THE AS REQUIREDONDITIONS OF FOLLOWING INSPECTIONS:1. FOUNDATION -.TWO REQUIREDCUm"InCHOGUE , 140EW YU' RK 119 ^05 FOR POURED CONCRETE Z NN RD 2. ROUGH FRAMING & PLUMBING 3. INSULATION _ EES 4. FINAL - CONSTRUCTION MUST • ��- OCCUPANCY OR BE COMPLETE FOR C.O. ALL CONST plE USE IS UNLAWFUL OF THE CODES OF NEW AI► GENERAL NOTES CODE ANALYSIS CODES ENFORCED REMOVAL NOTES DRAWINGS INDEX YORK STATE. NOT RESPONSIBLE FOR I"I�� IihS1� :CTION WITHOUT rFemfrl%� DESIGN Iffrr.r f6.1 Itt�SLn GENERAL CONDITIONS PAGE CURRENT rR rOF 2015 INTERNATIONAL EXISTING BUILDING CODE ANALYSIS NO. DWG NO. DATE ARCHITECTURAL DRAWINGS OPS NIi4G 1. THE"GENERAL CONDITIONS OF THE CONTRACT FOR BUILDING CODE REQUIREMENTS- 1. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH CONSTRUCTION,"DOCUMENT A201,LATEST EDITION,STANDARD CODES REFERENCE: INTERNATIONAL BUILDING CODE,2ND EDITION-2015 EXISTING CONDITIONS AND REQUIREMENTS OF THE WORK. THE GENERAL 1 T-001 05/09/18 C01 ER SHEET FORM OF THE AMERICAN INSTITUTE OF ARCHITECTS,SHALL CHAPTER 5- CLASSIFICATION O F WORK INTERNATIONAL EXISTING BUILDING CODE-2015 CONTRACTOR SHALL FIELD VERIFY EXACT QUANTITIES OF ALL ITEMS TO BE REMOVED. 2 A-101 05/09/18 REMOVAL FLOOR PLANS APPLY TO ALL WORK IN THIS CONTRACT. NYS BUILDING STANDARDS AND CODES-2017 UNIFORM/CODE SUPPLEMENT 2. THE OWNER SHALL BE RESPONSIBLE FOR THE DETECTION AND REMOVAL, IF CODE EXPLANATION OF REQUIRED,OF ANY ASBESTOS. • REQUIRED RESULT INTERNATIONAL ENERGY CONSERVATION CODE-2015 2• INSURANCE TO BE MAINTAINED BY THE CONTRACTOR SHALL BE SECTION REQUIREMENTS INTERNATIONAL FIRE CODE-2015 3. ITEMS TO BE REMOVED AS INDICATED ON THE DRAWINGS ARE INTENDED TO SHOW AS ESTABLISHED BY THE OWNER AND HIS AGENTS. SEETHE INTERNATIONAL PLUMBING CODE-2015 THE GENERAL SCOPE OF THE REMOVAL WORK. THE DRAWINGS DO NOT REPRESENT 'TRUOS PLACAGDIN 3 F►':QU: SUPPLEMENTAL GENERAL CONDITIONS FOR PARAMETERS IN DETAIL ALL ITEMS OR SITUATIONS THAT MAY BE ENCOUNTERED DURING THE 504 ALTERATION LEVEL 2 504.2 APPLICATION COMPLIES WITH CHAPTERS 7&8 COMPLIES W/504.2 REMOVAL OPERATIONS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO GENERAL NOTES INTERNATIONAL EXISTING BUILDING CODE-2015 REMOVE, PROTECT, AND MAKE CORRECTIONS AS REQUIRED TO ACHIEVE DRAWING 1. ALL WORK PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR CHAPTER 7 - ALTERATIONS - LEVEL 1 CHAPTER 5: CLASSIFICATION OF WORK INTENT. 05.09.18 ISSUED FOR BID/PERMIT SHALL CONFORM TO THE REQUIREMENTS OF LOCAL OR FEDERAL 501.1 GENERAL 504.1 SCOPE:LEVEL-2 ALTERATIONS APPLY WHERE THE WORK CONSISTS OF 4. THE CONTRACTOR SHALL USE EXTREME CAUTION IN AREAS OF REMOVAL WHICH MAY NO. DATE COMMENT STRUCTURALAND STATE LAWS,AS WELL AS ANY THE GOVERNING BODIES OR CODE EXPLANATION OF DISTURB EXISTING STRUCTURES. TEMPORARY SHORING, BARRICADES, DUST D RAW I N G S 5 AGENCIES HAVING JURISDICTION. REQUIRED RESULT RECONFIGURATION OF SPACE. PARTITIONS, ETC. SHALL BE PROVIDED AS REQUIRED TO PROTECT ALL EXISTING OWNER/CLIENT SECTION REQUIREMENTS 505.2 APPLICATION:LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE 2• THE CONTRACTOR SHALL.BE FULLY AND SOLELY RESPONSIBLE PROVISION OF STRUCTURES AND PROPERTY. 3 S-100 05/02/18 PARTIAL FIRST&SECOND FLOOR FRAMING PLANS FOR THE REMOVAL,REPLACEMENT AND CORRECTION OF ALL 702 BUILDING ELEMENTS COMPLIES CHAPTERS 7 FOR LEVEL 1 ALTERATIONS AS WELL AS THE PROVISIONS OF 5. ALL DEBRIS SHALL BE STORED IN APPROPRIATE CONTAINERS AT THE SITE AND SHALL 4 S-200 05/02/18 GEPERAL NOTES,SECTIONS AND TYPICAL DETAILS DAMAGED AND DEFECTIVE WORK. HE SHALL REPLACE OR REPAIR AND MATERIALS 702.1 INTERIOR FINISHES COMPLIES WITH 2015 IBC W/702.1-702.3 CHAPTER 8. BE MAINTAINED IN A SANITARY AND SAFE CONDITION. 2011 CF CUTCHOGUE, LLC. AS DIRECTED BY ARCHITECT ALL SUCH DAMAGED OR DEFECTIVE 6. ALL DEBRIS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A LEGAL MANNER. 1520 NORTHERN BOULEVARD WORK WHICH SHALL APPEAR WITHIN A PERIOD OF ONE YEAR 703 FIRE INTERNATIONAL BUILDING CODE - 2015 7. THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY STRUCTURAL MANHASSET, NEW YORK 11030 FROM THE DATE OF SUBSTANTIAL COMPLETION. PROTECTION 703.1 GENERAL N/A N/A CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION NONCONFORMITY TO PLANS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF 304.1 BUSINESS GROUP B(NO CHANGE) 8. REMOVAL PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE GENERAL ANY DISCREPANCIES BETWEEN THE DRAWINGS,THESE NOTES, 704 MEANS 704.1 GENERAL LEVEL OF PROTECTION COMPLIES W/704.1 CONTRACTOR OF THIS CONTRACT. AND FIELD CONDITIONS BEFORE STARTING ANY WORK. OF EGRESS MAINTAIN FOR EGRESS CHAPTER 6: TYPES OF CONSTRUCTION 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING UP AND DOB STAMP & SIGNATURES 601.1 GENERAL HAULING AWAY OF ALL TRASH AND DEBRIS ON A REGULAR BASIS DURING THE 4• THE CONTRACTOR SHALL.REMOVE ALL RUBBISH AND WASTE 705 ACCESSIBILITY 705.1 GENERAL COMPLIES WITH IBC COMPLIES W/705.1 602.2 CONSTRUCTION CLASSIFICATION-3B(COMBUSTIBLE BUILDING ELEMENTS) CONSTRUCTION PERIOD. MATERIALS,BOTH FROM HIS OWN AND OTHER SUBCONTRACTORS. -NO CHANGE 10. REPAIR WALLS,IF NECESSARY,AND PREPARE FOR NEW FINISH. CHAPTER 8: INTERIOR FINISHES 11. WALLS SHALL BE REMOVED AS INDICATED ON REMOVAL PLANS. ALL UTILITIES IN 5. THE USE OF WORDS"PROVIDE"OR"PROVIDED"IN CONNECTION 705.2 PRIMARY ROUTE TO PRIMARY FUNCTION COMPLIES W/705.2 VAULT SHALL BE CUT TO BELOW SLAB OR ABOVE THE CEILING AND DISCONNECTED WITH ANY ITEM SPECIFIED,IS INTENDED TO MEAN,UNLESS FUNCTION SHALL REMAIN TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY BACK TO THE NEAREST ACTIVE LOCATION. OTHERWISE NOTED,THAT SUCH ITEM SHALL BE FURNISHED AND OCCUPANCY: INSTALLED BY THE CONTRACTOR AND CONNECTED WHERE SO NON SPRINKLERED BUILDING/USE GROUP"A 12. VERIFY LOCATION OF EXISTING LINTELS AND SHORE UP ROOFNVALLS AS REQUIRED REQUIRED. 706 RE-ROOFING 706.1 GENERAL N/A N/A INTERIOR EXIT PASSAGEWAYS-CLASS'B' BEFORE REMOVING WALL. REFER TO SUBTITLES a.AND b.FOR EXCEPTIONS WHERE CLASS'E'&'C' 13. ALL PROPOSED ALTERATION WORK SHALL BE PERFORMED WITH THE CONSIDERATION 6. WHERE OPENINGS OCCUR IN EXISTING FIRE RATED AREAS OR AREA PERMITTED. OF A CONSTRUCTION SEQUENCE TO BE COODINATED WITH THE OWNER. PARTITIONS DUE TO EXISTING OR NEW CONDUIT RUNS, 707 STRUCTURAL 707.1 GENERAL COMPLIES FOR NEW FRAMING INDICATED COMPLIES W/707 EXIT ACCESS CORRIDORS AND OTHER EXITWAYS-CLASS'B' DUCTWORK,CABLES,PIPING,ETC.,AND/OR WHERE EXISTING 14. THE GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING CONSTRUCTION FIREPROOFING HAS BEEN REMOVED AS A RESULT OF EXISTING 708 ENERGY ROOMS AND ENCLOSED SPACES-CLASS'C' (WALLS, CEILINGS, FLOORS, ETC.) DISTURBED BY THE WORK TO MATCH ADJACENT OR NEW CONSTRUCTION WORK,THE CONTRACTOR SHALL CLOSE CONSERVATION 708.1 MIN.REQ. N/A N/A SURFACES IN CONSTRUCTION AND FINISH. AND/OR PATCH AS REQUIRED ALL OPENINGS TO MATCH 15. FILL EXISTING PIT WITH SAND OR GRAVEL COMPACTED TO 95 PERCENT OF THE IMMEDIATE ADJACENT AREAS IN MATERIAL,FINISH AND FIRE CHAPTER 8 - ALTERATIONS - LEVEL 2 MAXIMUM MOISTURE DENSITY PROCTOR AND COVER WITH 4 INCHES OF CONCRETE RATING. FLUSH WITH THE EXISTING SLAB. SCOPE OF WORK CODE REQUIRED EXPLANATION OF RESULT 16. REFER TO THE ENGINEERING DRAWINGS FOR ADDITIONAL REMOVAL INFORMATION. DOB SCAN APPLICATIONS FOR PAYMENT CODE REQUIREMENTS 17. THE REMOVAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE TRADES 1. THE CONTRACTOR SHALL MAKE REQUEST FOR PAYMENTS ON THE RESPONSIBLE FOR THEIR RESPECTIVE REMOVAL WORK PRIOR TO PROCEEDING WITH AIA FORM G702 AND CONTINUATION SHEETS BASED ON THE 802 SPECIAL USE NIA NIA NIA THE GENERAL REMOVAL WORK. PROPOSED INTERIOR ALTERATIONS: PI*MOVAL OF EXISTING BANK VAULT. SCHEDULE OF VALUES APPROVED BY THE ARCHITECT. &OCCUPANCY 18. EXISTING EXITS SHALL REMAIN FULLY ACCESSIBLE AND UNOBSTRUCTED DURING THE NEW SECOND FLOOR STRUCTURAL CEILING AND WALLS AFFECTED BY S PPO TAOVAL WINSTALL ORK ONEW WATERSERVICE AND BE REPAIRED TO MATCH BACKFLOW PREVENTION DEVICE. 2• SUBMITTALS SHALL BE MADE MONTHLY IN TYPEWRITTEN FORM, 803 BUILDING ELEMENTS 803.1 SCOPE INTERIOR FINISH,FIRE-RESISTANCE RATINGS. COMPLIES W/803.1,803.4, PROGRESS OF THE WORK. NO CHANGE IN USE,EGRESS,OCCUPANCY AND/OR SQUARE FOOTAGE PROPOSED UNDER THIS APPLICATION. NOTARIZED. SUBMIT THE:ORIGINAL PLUS 3 COPIES. &MATERIALS &803.6 STRUCTURAL ENGINEER TIMING OF SUBMITTALS: 804 FIRE 804.1 SCOPE NIA N/A PLOT PLAN SCALE: 1/32" = V-0" TDM CONSULTING ENGINEER, P.C. • SHOP DRAWING SUBMITTALS AND SUBSTITUTCNS PROTECTION Structural Engineer 1. MAKE SUBMITTALS FAR ENOUGH IN ADVANCE CF SCHEDULED 550 North Country Road,Suite F DATES FOR INSTALLATION TO PROVIDE TIME REQUIRED FOR805 MEANS OF EXISTING LEVEL OF COMPLIES W/805.2, PROJECT ADDRESS: ;DA St.James, NY 11780 REVIEWS,FOR SECURING NECESSARY APPROVALS,FOR 805.2 GENERAL 805.3,805.4,805.4.2,805.7, Phone:(631)686-5234 EGRESS PROTECTION MAINTAINED 28200 MAIN ROAD N 4 o Fax:(631)590-1927 POSSIBLE REVISIONS AND RESUBMITTALS,AND FOR PLACING &805.8 CUTCHOGUE, NEW YORK 11935 ���G a6s Email:tdmpe@optonline.net ,ORDERS AND SECURING DELIVERY. 806 ACCESSIBILITY N/A NIA N/A NIO�F G ♦/ ' 2• IN SCHEDULING,ALLOW AT LEAST TEN WORKING DAYS FOR SECT: 102 / MEP ENGINEER REVIEW BY THE ARCHITECT FOLLOWING HIS RECEIPT OF THE 807 STRUCTURAL 807.1 GENERAL COMPLIES W/807.1 NEW STRUCTURAL ELEMENTS BLOCK: 6 30" SUBMITTAL. COMPLIES WITH IBC LOT: 13.1 808 ELECTRICAL 808.1 NEW NEW ELECTRICAL ELEMENTS TO COMPLIES W/808.1 FINAL CLEANING INSTALLATIONS COMPLY WITH NFPA 70. -000 1. "CLEAN"FOR THE PURPOSE OF THIS ARTICLE,AND EXCEPT AS 809 MECHANICAL 809.1 RECONFIGURED N/A N/A o MAY BE SPECIFICALLY PROVIDED OTHERWISE,SHALL BE OR CONVERTED SPACES INTERPRETED AS MEAN114G THE LEVEL OF CLEANLINESS GENERALLY PROVIDED BY SKILLED CLEANER USING COMMERCIAL 810.1 MINIMUM PROPERTY LINE QUALITY BUILDING MAINTENANCE EQUIPMENT AND MATERIALS. 810 PLUMBING FIXTURES N/A N/A •• 2• PRIOR TO COMPLETION OF THE WORK,REMOVE FROM THE JOB - o -I rosenbaum group SITE ALL TOOLS,SURPLUS MATERIALS,EQUIPMENT,SCRAP, 811 ENERGY 811.1 MINIMUM I a r c h 1 t e c t u r e DEBRIS AND WASTE. CONSERVATION REQUIREMENTS N/A NIA I I EXISTING REMOTE BANK J TOWER(NOT USED) 3• SCHEDULE FINAL CLEANING AS APPROVED BY THE BUILDING I , MANAGER OR ARCHITECT TO ENABLE THE OWNER TO ACCEPT A ' L_ - 2001 MARCUS AVENUE Tel: 516.616.6111 COMPLETELY CLEAN WORK AREA. LOBBY EAST WING Fax: 516.616.6222 LAKE SUCCESS, NEW YORK 11042-1011 mail®r-d-g.com U CONTRACT CLOSE OUT o PROJECT N _n VAULT REMOVAL 1• WHEN THE ARCHITECT DETERMINES THAT THE WORK IS ACCEPTABLE UNDER THE CONTRACT DOCUMENTS,HE WILL z W 28200 MAIN ROAD REQUEST THE CONTRACTOR TO MAKE CLOSE OUT SUBMITTALS. SIF LvG� a � CUTCHOGUE,NEW YORK 11935 2• CLOSE OUT SUBMITTALS INCLUDE,BUT ARE NOT NECESSARILYLL BUILDING DEPARTMENT NOTES NI 1��6 W LIMITED TO: ♦ Z) SHEET TITLE A. OPERATION AND MAINTENANCE DATA FOR ALL EQUIPMENT 'oo / O AND FOR OTHER.ITEMS WHEN SO DIRECTED BY THE = COVER SHEET ARCHITECT. 1. THESE DRAWINGS ARE PREPARED IN COMPLIANCE WITH THE STATE BUILDING CODE. / -�lO G H B• WARRANTIES AND BONDS. 1. NO WORK IS TO COMMENCE UNTIL APPROVAL.HAS BEEN OBTAINED FROM THE BUILDING DEPARTMENT � �5 20^�♦ -��NC' �N , C. KEYS AND KEYING SCHEDULE. AND THE PERMIT HAS BEEN OBTAINED. s5o 0ILL ��( �v 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PERMIT AND THE CERTIFICATE �i S O D. SPARE PARTS AIJD MATERIALS EXTRA STOCK(IF OF OCCUPANCY OR LETTER/CERTIFICATE OF COMPLETION AS APPLICABLE. �Z z (� , REQUIRED). 3. ALL EXISTING EXITS SHALL BE MAINTAINED AS CURRENTLY EXIST. p (� (� �cl E. CERTIFICATES OF INSURANCE FOR PRODUCTS AND EXISTINC PAVING & 15� 0�15 `'� 4. ALL EXISTING EXITS SHALL BE MAINTAINED SAFE AND CLEAR AND SHALL NOT BE DIMINISHED IN NUMBER COMPLETED OPERATIONS. AND/OR SIZE. THE CONTRACTOR SHALL PROVIDE MEANS OF SAFE EGRESS DURING THE PROGRESS OF PARKING TO REMAIN �A._ r1. ; F. CERTIFICATES OF INSURANCE FOR PRODUCTS THE CONSTRUCTION. (NO CHANGE) JUL 2 3 2018 AND COMPLETED OPERATIONS. ;,.n 5. THERE IS NO INCREASE IN THE EXISTING OCCUPANT LOAD. N 21°50'10 w �"- G• EVIDENCE OF PAYMENT AND RELEASE OF LIENS. 6. THERE IS NO REQUIREMENT FOR ADDITIONAL EXITS OR INCREASING EXISTING EXIT WIDTH. 1.30 `" e ti;>;•; , y"=" y� N 2 j o DtM DING DEPT, `�' -' `' H• LIST OF SUBCONTRACTORS,SERVICE ORGANIZATIONS,AND S 29 OCA. 7. BUILDING CONSTRUCTION TYPE TO REMAIN A�IS. 02-10 M PRINCIPAL VENDORS,INCLUDING NAMES,ADDRESSES AND 8. EXIT SIGNS,WHICH SHALL BE INTERNALLY LIGHTED,SHALL HAVE AN INITIAL BRIGHTNESS OF THE LETTERS AREA OF WORK UNDER H'� ` N T0,1,,7.r1`- TELEPHONE NUMBERS WHERE THEY CAN BE REACHED FOR OF AT LEAST 25 FOOT LAMBERT.THE BACKGROUND SHALL BE WHITE.THE LETTERS SHALL BE RED AND THIS APPLICATION N �z EMERGENCY SERVICE AT ALL TIMES INCLUDING NIGHTS, SHALL BE BLOCK STYLE 4-1/2"HIGH AND WITH STROKES OF 9/16"WIDE. �W s WEEKENDS,AND HOLIDAYS. EXISTING H.C.RAMP lippoof `1s VAP DRAWN BY DWG NUMBER AD � CHECKED BY DJF iV DATE M 04.11.18 TOO 1 ALL INFORMATION TAKEN FROM SURVEY DATED OCT.26,1983 BY:GARRETT A.STRANG ARCHITECT 16030 1 OF 2 F:\RETAIL\COLIN\CUTCHOGUE 16030\CD\16030.1_T-001 COVER SHEET.DWG TAPE, SPACKLE&PAINT 77 ENCLOSURE (1)5/8"THICK FIRE RATED GYPSUM WALLBOARD STEEL COLUMN 1 5/16"STEEL STUDS COLUMN ENCLOSURE EXISTING PANTRY A-101 SCALE: 6"=1'-0" BACKFILL EXISTING PIT AND COMPACT SOIL- INSTALLATION 4"CONCRETE 06.21.18 REV. FOR DAB COMMENTS SLAB, FLUSH WITH EXISTING SLAB. ON 05.09.18 ISSUED FOR BID/PERMIT N0. DATE COMMENT V I I I OWNER/CLIENT REMOVE EXISTING EXISTING - — — WATER SERVICE 2011 CF CUTCHOGUE, LLC. _ EQUIPMENT. ALL NEW GIRDER. REFER TO SMOKE EXIST. DETECTOR CL. 1520 NORTHERN BOULEVARD PIPING AND WIRING STRUCTURAL DRAWINGS. EXISTING _ — ON MANHASSET, NEW YORK 11030 EXISTING CLOSET 1 1 1 1 1 1 OFFICE UP EXISTING O SD OFFICE EXISTING EXIST. EX DOB STAMP &SIGNATURES -J EXISTING COLUMN EXIT SIGNS EX CL. TO BE REMOVED — EXISTING r- 5' 12,_3„ EXISTING STAIR DUCT WORK TO REMAIN EX EX EX O OO XEXEXISTING EX EX HVAC UNIT EXISTING — — — I EXISTING HANDICAP ENTRY EXISTING EXIT TO REMAIN — — — —' EXIT SIGNS NO CHANGE) EXISTING SIGN ABOVE DOOR 0 I I I I EX CLOSET NEW 3 5/8", 25 GAUGE METAL O O EXISTING FIRE -� EXISTING EX I STUDS @ 16"O.C.WITH ONE LA) FLIPPED TO EX EXISTING EXTINGUISHER TOILET I OF 5/8"GYPSUM BOARD SIDES. ! J SWING OUT TOILET EX I EXISTING OPEN (TAPE, SPACKLE& PAINT) I ( I —DN— O O I I OFFICE AREA EXISTING VAULT L II � EXISTING I EX FOUNDATION TO O I I VAULT I _ = EX REMAIIN I� NEW STRUCTURAL COLUMN, I — _ EXISTING RAMP o CLIOSINGEX DOB SCAN ET -1 — O EX I TYPICAL OF TWO. -j — — — CLOSET i OVERFLOW FROM STRUCTURAL ENGINEER BACKFLOW DEVICE EXISTING CLOSET — _ _ _ _ _ — _ — TDM CONSULTING ENGINEER, P.C. — — — EXISTING Structural Engineer 1"WATER UP TO l �� \ o 0 UP BACKFLOW AREA OF NEW 2x10 FLOO�t '� OFFICE 550 North Country Road,Suite F PREVENTION DEVICE JOISTS&SUBFLOOR. RE FIER— LM I I TO STRUCTURAL DRAWI Fax: 631 590-1927 1"WATER FROM St.James, 11780 NO OCCUPANCY INSTALL ACCESS I (INSTALL NEW FINISHED FLOOR BELOW Phone: (6j 1))686-5234 PANEL TO VALVE I TO MATCH &ALIGN WITH 1"WATER DOWN o STORAGE AND MECHANICAL EQUIPMENT — — — EXISTING)(SHADED AREA) 1" CELLAR NEW 1" BACKFLOW Email:tdmpe@optonline.net NEW 1"WATER PREVENTION DEVICE EX MEP ENGINEER — SERVICE EX REMOVE EXISTING REMOVE EXISTING GYP. FIRST FLOOR VAULT EXISTING OPEN BOARD AND METAL STUD WALLS, FOORS & ROOF EXISTING OFFICE AREA PARTITION. TYPICAL(4) CLOSET SIDES OF VAULT. _ REMOVE — VAULT DOOR �— EXISTING OPEN DISPLAY AREA EX EX NOTE: UNLESS OTHERWISE NOTED ALL NOTE: UNLESS OTHERWISE NOTED ALL — EXISTING CONSTRUCTION TO REMAIN EXISTING BRICK PIERS TO BE EXISTING CONSTRUCTION TO REMAIN rosenbaum REMOVED AND REPLACED WITH UNDISTURBED AND BE REPAIRED THE EXISTING SECOND a r c h i t e c t �u r oUe UNDISTURBED AND BE REPAIRED WHERE DISTURBED BY REMOVAL WORK. FLOOR STRUCTURE TO NEW 12x12 SOLID MASONRY WHERE DISTURBED BY REMOVAL WORK. UNLESS OTHERWISE NOTED. PIERS. (TYPICAL) REFER TO MAIN UNDISTURBED jLLj2A . . STRUCTURAL DRAWINGS 2001 MARCUS AVENUE Tel: 516.616.6111 CEILING SCOPE: THE EXISTING CEILING TILES, GRID LOBBY EAST WING fa516.616.6222 r_ LAKE SUCCESS, NEW YORK 11042-1011 moil®r-d-g.com AND LIGHTING SHALL BE REMOVED TO THE EXTENT REQUIRED TO REMOVE THE EXISTING VAULT. THE EXISTING PROJECT CEILING SHALL BE REPAIRED AND EXTENDED OVER OFFICE VAULT REMOVAL THE EXISTING VAULT FOOTPRINT AFTER REMOVAL WORK IS COMPLETE AND THE STRUCTURAL 28200 MAIN ROAD SUPPORT OF THE SECOND FLOOR IS RESTORED. CUTCHOGUE,NEW YORK 11935 SHEET TITLE EXISTING EXIT SIGN ABOVE DOOR. REMOVAL FLOOR PLANS EX EXISTING VESTIBULE 00 00F0 <0 COY DRAWN BY DWG NUMBER VAP CELLAR REMOVAL PLAN FIRST FLOOR REMOVAL PLAN SECOND FLOOR REMOVAL PLAN CHECKED BY DJF SCALE: 1/4" = 1'-0" SCALE: 1/4"= 1'-0" SCALE: 1/4" = 1'-0" DATE 04-10-2018 AN101 N N N 16030 2 OF 2 F:\RETAIL\COLIN\CUTCHOGUE 16030\CD\16030.1-A-101 FLOOR PLAN.DWG V I I I EXIST. WOOD BEAM TO BE l I REMOVED & REPLACED 1MTH I -------- 1 NEW STEEL BEAM 1 ------- c� TO BE REMOVED o I - - ^ X EXIST. STEEL COLUMN �� `--------- j EXIST. 3x9 o N j 1 05-09-2018 ISSUED FOR BID/PERMIT � - @ 1 ' I @ 18 O.C. .- - - 1 I N0. DATE COMMENT 1 EXIST. COLUMN I 1 I TO REMAN i OWNER/CLIENT 1 1 EXISTING CONC. ioo 1 NEW HSS 5x5xi UNDER I 1 WALL TO REMAIN ( EXIST. STEEL BEAM. oI I POST DOWN TO EXIST. 1 I i I CONCRETE WALL BELOW 1 I I I ( I 1 r------------- ------------1 1 � 1 1 Lpp� I I 1 DOB STAMP do SIGNATURES NEW 2x10 1 1 � � 1 j NEW 2x12 � � NEW 202 1 I a 16" 0.C. ' ® 16"—o-.00-. ® 16" 0.C. p1 I I L------------- -----------j =-- L---------- ----- -------------J 1 I 1 DOB SCAN I I +� EXISTING CONCRETE VAULT 3 ' -4 10'-0" 1'-0" i i WALL TO BE REMOVED -zoo EXIST. STEELSS SBEAM DER -I POST DOWN TO EXIST. 1 \-EXISTING BRICK CONCRETE WALL BELOW I 1 I 1 COLUMN TO REMAIN I � I I I 1 I 1 1 EXIST. 3x9I I STRUCTURAL ENGINEER i ------- EXIST. 3x9 I I 1 1 I @ 18 O.C. i i I i @ 18 0.C. CONSULTING ENGINEER,P.C. I I I 1 I I 550 NORTH COUNTRY ROAD,SUITE F _ SAINT JAMES,NEW YORK 11780 1 I I i i I ITEL: (631) 686.5234 a � G FAX: (631) 590 1927 1 I 1 I I IA EML TMIRABILE@TDMENGINEERS.COM IEXIST. 3x9I I I ll EXIST. 3x9 1 I 1 `@ 18" 0.C. @ 18O.C. ' I I 1 `----- -- ; IEP ENGINEER EXISTING STEEL BEAM I " I , I 1 1 i ii 1 I ISI 1 1 l ' 1 1 I ; rosenbaumdesigngroup e 1 I 1 i a r c h i t c t u r e I I EXISTING BRICK PIERS TO BE REMOVED AND I I REPLACED W/ 12"02" SOLID MASONRY PIERS 1 I 1 I r 01 MARCUS AVENUE Tel: 516,616,6111 LOBBY EAST 6222 KE SUCCESS, Fax: 5r—d— ,com i 1 NEW YORK 11042-1011 mall Or—d—g,com 1 i PROJECT ------------- ----- ------ ------------- VAULT REMOVAL — ------------- — — ------1------- — — ------------- — 28200 MAIN ROAD ------------- ---------- ----------- CUTCHOGUE, NEW YORK 11935 I I SHEET TITLE JLJ .. L PARTIAL FIRST & SECOND [ J FLOOR FRAMING PLANS 1ST FLOOR FRAMING PLAN 2ND le FRAMING PLAN �� ml = .,_ SCALE: 1 4 = 1 -0 / / SCALE. 1 4 = 1 NOTES: NOTES: . _ a.T a •x 1. —--— INDICATES EXISTING WOOD GIRDER. 1. --------- INDICATES EXISTING BEAMS / JOISTS. 2. INDICATES EXISTING WOOD JOISTS, 2. INDICATES NEW BEAMS/ JOISTS. 3. REFERENCE ELEVATION = +6'-8j" AT TOP OF EXISTING FLOOR JOISTS. 3. TOP OF EXISTING FLOOR JOIST ELEVATION = +10'-104" 4. TOP OF NEW FLOOR JOIST ELEVATION TO MATCH EXISTING. 4. TOP OF NEW FLOOR JOIST ELEVATION TO MATCH EXISTING. DRA BY DWG OBER 5. TOP OF NEW STEEL BEAM ELEVATION = +5'-104" 5. TOP OF NEW STEEL ELEVATION = +9'-9 " JR CHECKED BY 6. ALL EXISTING CONDITIONS AS SHOWN ON PLAN ABOVE SHALL BE VERIFIED IN THE 6. ALL EXISTING CONDITIONS AS SHOWN ON PLAN ABOVE SHALL BE VERIFIED IN THE TM FIELD PRIOR TO START OF CONSTRUCTION. DATE FIELD PRIOR TO START OF CONSTRUCTION. solooloo04-03-2018 16030 1 O F 2 G E N E R A L N 0 T E S REMOVE CONC. WALL SIMPSON TYPE HU FACE TO TOP OF FLOOR JOIST MOUNT HANGER. FASTEN CODES AND STAND EDS STRUCTURAL STEEL TO EXIST. CONCRETE WITH NEW PLYWOOD SUBFLOOR MASONRY SCREWS AS PER EXISTING 3x9 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE, 1. THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND MANUFACTURERS FLOOR JOIST EXIST. SUBFLOOR NEW PLYWOOD SUBFLOOR LATEST EDITION, AND WITH THE RULES AND REGULATIONS OF ALL LOCAL AND GOVERNMENTAL STRUCTURES SHALL BE IN ACCORDANCE WITH CHAPTER 22 OF THE INTERNATIONAL BUILDING RECOMMENDATIONS (TYP.) AGENCIES HAVING JURISDICTION. CODE AND AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN1 \ (AISC-ASD). T.O. EXIST. JOISTS NEW 2x6 NAILER GENERAL 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM YIELD STRENGTHS AND EL.=+6'-81/2" SPECIFICATIONS, UNLESS OTHERWISE NOTED. T.O. STEEL 1. IF THERE IS A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THE ARCHITECT/ENGINEER _J EL.=+5'-10 1/2" SHALL BE NOTIFIED IMMEDIATELY SO THAT IT MAY BE RESOLVED. UNLESS OTHERWISE NOTED, THE MORE CONSERVATIVE INTERPRETATION OF THE CONSTRUCTION DOCUMENTS SHALL APPLY. A. STRUCTURAL STEEL SHAPES: b0K.S.I. ASA 992 NEW 200 ® 16" O.C. B. PLATES & CONNECTION MATERIAL: 36 K.S.I. A-36 EXISTING 3x9 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL C. STRUCTURAL STEEL TUBING: 46 K.S.I. A-500 NEW 2x10 ® 16" O.C. WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND D. ANCHOR BOLTS: 36 K.S.I. F-1554 FLOOR JOIST NEW W10x22 MISALIGNMENT. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR "MEANS AND METHODS OF EXISTING CONCRETE VAULTEXISTING CONCRETE VAULT CONSTRUCTION. 3. ALL BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATION FOR WALL TO BE REMOVED TO �" BASE PLATE WALL TO BE REMOVED TO STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS". TOP OF FLOOR JOISTS TOP OF FLOOR JOISTS 3. ALL EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE WORK IS BEGUN. ANY OBSTRUCTION ENCOUNTERED DURING EXCAVATION, DEMOLITION, OR CONSTRUCTION 4. ALL BOLTS SHALL BE 3/4" DIA. (MIN.) UNLESS OTHERWISE NOTED ON THE PLANS AND DETAILS. SHALL BE REPORTED TO THE ARCHITECT/ENGINEER IMMEDIATELY SO THAT CORRECTIVE MEASURES ALL BOLTED CONNECTIONS SHALL CONSIST OF A MINIMUM OF TWO 3/4" DIAMETER BOLTS. OR ADJUSTMENTS CAN BE MADE. SECTION � 4. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL VERIFY ALL STRUCTURAL ELEVATIONS AND 5. ALL BOLTED BRACED FRAME AND MOMENT CONNECTIONS SHALL BE ERECTED USING SLIP CRITICAL SECTION -- 2 DIMENSIONS WITH EXISTING CONCITIONS AND WITH OTHER PROJECT DRAWINGS. ANY DEVIATIONS (FRICTION) TYPE BOLTS. ALL OTHER BOLTED CONNECTIONS SHALL USE BEARING TYPE BOLTS. SCALE: 3/4" = 1'-0" 5-200 SCALE: 3/4 = 1'-0" S-200 SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION. 6. ALL WELDING SHALL BE IN ACCORDANCE WITH AISC AND AWS CODE FOR WELDING IN BUILDING b. THE CONTRACTOR SHALL FURNISH ALL CERTIFICATIONS, LABORATORY TEST REPORTS AND CONSTRUCTION, AWS D1.1, AND MUST BE PERFORMED BY CERTIFIED WELDERS. ELECTRODES SHALL BE E70 SERIES. INSPECTION REPORTS REQUIRED. 6. CONTRACTOR SHALL COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL & 7. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF ALL CONNECTIONS ELECTRICAL SHALL GS. THAT ARE NOT FULLY DETAILED ON THE CONTRACT DRAWINGS. NEN. 2x12 ® 16" O.C. NEW PLYWOOD EXISTING 3x9 EXISTING 1 05-09-2018 ISSUED FOR BID/PERMIT 8. EXCEPT WHERE REACTIONS ARE GIVEN OR BEAM CONNECTIONS ARE DETAILED BEAM SUBFLOOR FLOOR JOIST SUBFLOOR N0. DATE COMMENT 7. OPENINGS IN WALLS, ROOF, ETC. SHALL BE COORDINATED, SIZED, FURNISHED, AND INSTALLED CONNECTIONS SHALL BE DESIGNED TO SUPPORT ONE-HALF THE TOTAL UNIFORM LOAD CAPACITY T.O. EXIST. JOISTS PER MECHANICAL, ELECTRICAL, AND PLUMBING REQUIREMENTS, EVEN IF NOT SHOWN AS SUCH ON FOR THE GIVEN SIZE, SPAN, AND ALLOWABLE BENDING STRESS, CONCENTRATED LOADS NEAR AN EL.=+10'-10 1/2" OMER/CLIENT ARCHITECTURAL, OR STRUCTURAL DRAWINGS. END CONNECTION SHALL ALSO BE CONSIDERED. MINIMUM END CAPACITY SHALL BE 6 KIPS. NEW 2x6 NAILER 8. THE CONTRACTOR SHALL NOT MAKE DEVIATIONS FROM DESIGN DRAWINGS WITHOUT WRITTEN 9. ALL INTERIOR, NON-EXPOSED STEEL SHALL RECEIVE A SHOP COAT OF APPROVED PAINT EXCEPT 1.0. STEEL APPROVAL FROM THE ARCHITECT/ ENGINEER. SURFACES TO BE WELDED, HIGH STRENGTH BOLTED OR SPRAY FIREPROOFED. FOR FIELD COAT, � EL.=+9'-9 3/4" 9. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE SAME AND SEE SPECS. SIMILAR CONDITIONS, UNLESS OTHERWISE SPECIFICALLY NOTED. 10. UNLESS OTHERWISE NOTED ON PLAN, ALL EXTERIOR EXPOSED STRUCTURAL STEEL (INCLUDING LINTELS) SHALL BE GALVANIZED. WOOD FRAMING 11. UNLESS OTHERWISE NOTED, BEAM AND GIRDER CONNECTIONS SHALL BE PROPORTIONED TO i DOB STAMP do SIGNATURES „ DELIVER THEIR END REACTIONS TO THE CENTER OF GRAVITY OF THE MEMBERS TO WHICH THEY NEW W10x99i EXISTING 1. ALL TIMBER "WORK SHALL CONFORM TO NATIONAL DESIGN STANDARDS FOR WOOD FRAME. CONNECTIONS FOR BEAMS AND GIRDERS FRAMING TO THE FLANGES OF COLUMNS SHALL STEEL SHIM rii, i STEEL BEAM CONSTRUCTION „ LATEST EDITION AND PS-20 AMERICAN SOFTWOOD LUMBER STANDARD BE PROPORTIONED TO DELIVER THEIR END REACTIONS TO THE FACE OF THE COLUMN FLANGE TO 2• WHICH THEY FRAME. 3. ALL NEW GENERAL FRAMING LUMBER SHALL BE #2 OR BETTER GRADE DOUGLAS FIR OR HEM-FIR, _z (MIN BASE DESIGN: FB=825 PSI, FV=75 PSI, FC(PERP)=370 PSI, E=1,300,000 PSI) 12. ALL BEAM TO SPANDREL CONNECTIONS SHALL BE MADE WITH FULL DEPTH STIFFENER PLATES. NEW HSS 5x5x� (2X8=825*1.15' 1.2=1139,2X10=825*1.15*1.1=1044,2X12=825*1.15=949) 13. ALL BEAMS, EXCEPT CANTILEVER BEAMS, SHALL BE FABRICATED & ERECTED WITH NATURAL 4. ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS OTHERWISE APPROVED CAMBER UP. ALL CANTILEVER BEAMS SHALL BE FABRICATED SO THAT THE NATURAL CAMBER BY THE ARCHITECT/ENGINEER. RAISES THE CANTILEVER END. 5. ALL LUMBER DIMENSIONS, AFTER SEASONING, SHALL CONFORM TO THE MINIMUM DIMENSIONS 14. DETAILED FABRICATION SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL FABRICATION SECTION 3 REQUIREMENTS AS PER PS-20, SHALL NOT PROCEED UNTIL SHOP DRAWINGS ARE APPROVED. 6. ALL LUMBER SHALL BE FREE FROM KNOTS, SHAKES, ROT OR OTHER DEFECTS. 15. ALL MOMENT CONNECTIONS SHALL BE DESIGNED FOR FULL CAPACITY OF MEMBER UNLESS SCALE: 3/4" = 1'-0" S-200 OTHERWISE NOTED ON PLAN. 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR ROUGH CARPENTRY FRAMING AND 16. THE STRUCTURAL STEEL CONTRACTOR SHALL VERIFY THE FOUNDATION CONSTRUCTION FOR DETAILS. ANCHOR BOLT LOCATIONS, ELEVATIONS OF TOP OF CONCRETE AND BEARING PLATES, ALIGNMENT, 8. ALL NEW FLOOR AND ROOF JOISTS, HEADERS AND TRIMMERS AND OTHER HORIZONTAL WOOD ETC. PRIOR TO START OF ERECTION. DOB SCAN MEMBERS SHALL_ BE SET WITH THE CROWN EDGE UPWARD. 17. NO OPENINGS SHALL BE CUT IN THE STRUCTURAL STEEL MEMBERS UNLESS SHOWN ON THE 9. ALL WOOD BEAMS BEARING ON MASONRY SHALL HAVE A MINIMUM BEARING OF 4". DRAWING OR APPROVED BY THE ENGINEER OF RECORD. 10. ALL WOOD BEAMS BEARING ON STEEL SHALL HAVE A MINIMUM BEARING OF 2" SUBMITTALS 11. JOIST HANGERS, HOLD DOWN CLIPS, ETC. SHALL BE SIMPSON, TECO OR APPROVED EQUAL 1. PRIOR TO PROCEEDING WITH THE WORK, CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE STRUCTURAL ENGINEER BSECURED EAM HANGERS AANREQUIRED.ULA NAILS AS PER MANUFACTURER) PROVIDE SADDLE-TYPE, HEAVY DUTY ENGINEER FOR REVIEW: CONSULTING ENGINEER,P.C. 4"X3" BRIDGING AT MIDSPAN OR INTERVALS A. MIX DESIGNS FOR ALL GRADES OF CONCRETE INCLUDING CERTIFIED TEST DATA ON STRENGTH OF 650 NORTH COUNTRY ROAD,SUITE F ALL JOISTS SHALL BE CROSS-BRIDGED WITH 1-1 12' / SAMPLE BATCHES. SAINT JAMES,NEW YORK 1IT80 NOT TO EXCEED 8'-0" O.C. AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT BE B. PLACING AND SHOP DRAWINGS FOR ALL REINFORCING STEEL. TEL; (631) 686-5234 NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE SOLID BRIDGING BETWEEN BEAMS OVER C. ERECTION AND SHOP DRAWINGS FOR ALL STRUCTURAL STEEL. E NG FAX: (631) 590-1927 GIRDERS AND PLATES OF BEARING PARTITIONS. METAL BRIDGING STRAPS MAY BE SUBSTITUTED D. ERECTION AND SHOP DRAWINGS FOR ALL LIGHT GAGE METAL FRAMING. EML: TMIRABILE@TDMENGINEERS.COM AND INSTALLED ACCORDINGLY. E. SHOP DRAWINGS FOR STEEL DECKING. 13. PROVIDE A MINIMUM ONE HALF INCH AIR SPACE BETWEEN WOOD AND CONCRETE OR MASONRY. F. SHOP DRAWINGS FOR OPEN WEB STEEL JOISTS. MEP ENGINEER OTHERWISE, PROTECT OR TREAT WOOD IN CONTACT WITH CONCRETE OR MASONRY. 2. REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH DESIGN INTENT. REVIEW OF THE DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF COMPLETING THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. CONTRACTOR WILL ALLOW A WOOD FRAMING - PLYWOOD MINIMUM OF 10 WORKING DAYS FOR REVIEW OF ALL SUBMITTALS, FOLLOWING RECEIPT BY 1. ALL PLYWOOD SHEATHING SHALL COMPLY WITH APA. PLYWOOD SHALL MEET C-D INTERIOR APA, ENGINEER. STRUCTURAL I AND II C-D-INTERIOR APA OR STRUCTURAL I AND II C-C-EXTERIOR APA. 3. SUBMIT THE FOLLOWING TO THE ENGINEER FOR RECORD PURPOSES: 2. PLYWOOD SHALL. NOT EXCEED THE SPANS INTENDED FOR USE ON THE GRADE STAMP AND SHALL A. RESULTS OF CONCRETE SPECIMEN COMPRESSIVE STRENGTH TEST, SUBMIT WITHIN 48 HOURS OF BE OF THE FOLLOWING THICKNESS, UNLESS NOTED OTHERWISE: TESTING. A. FLOORS: 3/4" T&G B. ROOFS: 3/4" T&G rosenbaumdesigngroup C. WALLS: 5/8" a r c h i t e c t u r e D. ALL PLYWOOD SHALL BE GLUE NAILED TO THE FLOOR JOISTS USING AN APA APPROVED ADHESIVE. (B.F.GOODRICH PL400 OR EQUAL). 2001 MARCUS AVENUE Tel: 516.616.6111 LOBBY EAST WNG Fox, 516.616.6222 DEMOLITION NOTES: LAKE SUCCESS, NEW YORK 11042-1011 mail®r-d-g.com 1. ALL NECESSARY AND REQUIRED SHORING, NEEDLES, JACKS, TEMPORARY BEAMS, BRACING AND PROJECT OTHER SUPPORTS SHALL BE PROVIDED AND INSTALLED TO SUPPORT EXISTING CONSTRUCTION TO VAULT REMOVAL REMAIN WHILE REMOVING ITEMS TO BE DEMOLISHED. THE CONTRACTOR SHALL RETAIN HIS OWN PROFESSIONAL ENGINEER TO DESIGN SHORING AND BRACING. THE CONTRACTOR SHALL BE 28200 MAIN ROAD RESPONSIBLE FOR FILING ALL FORMS AND OBTAINING ALL PERMITS REQUIRED. CUTCHOGUE, NEW YORK 11935 2. THE CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER LICENSED BY THE STATE OF NEW YORK TO PREPARE AND SUBMIT SHORING PLANS AND DETAILS IN THE FORM OF SHOP DRAWINGS SHEET TITLE FOR REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF ANY WORK. GENERAL NOTES, SECTIONS 3. ALL SHORING OPERATIONS SHALL BE INSPECTED BY A PROFESSIONAL ENGINEER ENGAGED BY THE ANDTYPICAL DETAILS CONTRACTOR AND LICENSED BY THE STATE OF NEW YORK. ALL INSPECTION REPORTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER. 4. THE CONTRACTOR SHALL NOT LOAD OR PERMIT ANY PART OF THE EXISTING BUILDING TO BE LOADED, WITH ANY DEMOLITION DEBRIS, MATERIALS OR EQUIPMENT THAT MAY ENDANGER ITS SAFETY. b. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS THROUGH DEMOLITION AND CONSTRUCTION. 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD. ANY w (: DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE �, t � <� COMMENCEMENT OF WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND DRAMBY DWG NUMBER MISALIGNMENT. JR 1 8. ALL DISTURBED AREAS SHALL BE PATCHED TO MATCH EXISTING ADJACENT FINISHES. CHECKED BY 9. NO DEMOLITION WORK SHALL BEGIN UNTIL APPROVAL IS GIVEN BY THE OWNER AND ENGINEER. TM REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. DATE 04-03-2018 L OF 2 16030 ir A OR G►� Boa Xx Vf/ L T IRE "vq /A L 28200 MAIN ROAD CUTCHOGUE , NEWYORK 11935 GENERAL NOTES CODE ANALYSIS CODES ENFORCED REMOVAL NOTES DRAWINGS INDEX GENERAL CONDITIONS PAGE CURRENT 2015 INTERNATIONAL EXISTING BUILDING CODE ANALYSIS NO DWG NO. A ARCHITECTURAL DRAWINGS BUILDING CODE REQUIREMENTS- 1. THE GENERAL CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH 1. THE"GENERAL CONDITIONS OF THE CONTRACT FOR CODES REFERENCE: INTERNATIONAL BUILDING CODE,2ND EDITION-2015 EXISTING CONDITIONS AND REQUIREMENTS OF THE WORK. THE GENERAL 1 T-001 12-10-2018 COVER SHEET CONSTRUCTION,"DOCUMENT LATEST EDITION,STANDARD CHAPTER 5- CLASSIFICATION OF WORK INTERNATIONAL EXISTING BUILDING CODE-2015 CONTRACTOR SHALL FIELD VERIFY EXACT QUANTITIES OF ALL ITEMS TO BE REMOVED. 2 A-101 12-10-2018 REMOVAL FLOOR PLANS FORM OF THE AMERICAN INSTITUTE OF ARCHITECTS,SHALL APPLY TO ALL WORK IN THIS CONTRACT. NYS BUILDING STANDARDS AND CODES-2017 UNIFORM CODE 2. THE OWNER SHALL BE RESPONSIBLE FOR THE DETECTION AND REMOVAL, IF SUPPLEMENT CODE REQUIRED EXPLANATION OF RESULT INTERNATIONAL ENERGY CONSERVATION CODE-2015 REQUIRED,OF ANY ASBESTOS. 2• INSURANCE TO BE MAINTAINED BY THE CONTRACTOR SHALL BE SECTION REQUIREMENTS INTERNATIONAL FIRE CODE-2015 3. ITEMS TO BE REMOVED AS INDICATED ON THE DRAWINGS ARE INTENDED TO SHOW AS ESTABLISHED BY THE OWNER AND HIS AGENTS. SEE THE INTERNATIONAL PLUMBING CODE-2015 THE GENERAL SCOPE OF THE REMOVAL WORK. THE DRAWINGS DO NOT REPRESENT SUPPLEMENTAL GENERAL CONDITIONS FOR PARAMETERS 504 ALTERATION LEVEL 2 504.2 APPLICATION COMPLIES WITH CHAPTERS 7&8 COMPLIES W/504.2 IN DETAIL ALL ITEMS OR SITUATIONS THAT MAY BE ENCOUNTERED DURING THE INTERNATIONAL EXISTING BUILDING CODE-2015 REMOVAL OPERATIONS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO 12-10-18 REV.PER FIELD CONDITIONS GENERAL NOTES REMOVE, PROTECT, AND MAKE CORRECTIONS AS REQUIRED TO ACHIEVE DRAWING 1• ALL WORK PERFORMED BY THE CONTRACTOR/SUBCONTRACTOR CHAPTER 7 - ALTERATIONS - LEVEL 1 CHAPTER 5: CLASSIFICATION OF WORK INTENT. 05.09.18 ISSUED FOR BID/PERMIT SHALL CONFORM TO THE REQUIREMENTS OF LOCAL OR FEDERAL 501.1 GENERAL 504.1 SCOPE:LEVEL-2 ALTERATIONS APPLY WHERE THE WORK CONSISTS OF 4. THE CONTRACTOR SHALL USE EXTREME CAUTION IN AREAS OF REMOVAL WHICH MAY INO-I DATE COMMENT AND STATE LAWS,AS WELL AS ANY THE:GOVERNING BODIES OR CODE EXPLANATION OFADISTURB EXISTING STRUCTURES. TEMPORARY SHORING BARRICADES DUST AGENCIES HAVING JURISDICTION. REQUIRED RESULT 5 RECONFIGURATION OF SPACE.05.2 APPLICATION:LEVEL 2 ALTERATIONS SHALL COMPLY WITH THE PARTITIONS, ETC. SHALL BE PROVIDED AS REQUIRED TO PROTECT ALL EXISTING STRUCTURAL DRAWINGS 5OWNER/CLIENT SECTION REQUIREMENTS 2• THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE PROVISION OF STRUCTURES AND PROPERTY. 3 S-100 12-10-2018 PARTIAL FIRST&SECOND FLOOR FRAMING PLANS FOR THE REMOVAL,REPLACEMENT AND CORRECTION OF ALL 702 BUILDING ELEMENTS 7021 INTERIOR FINISHES COMPLIES WITH 2015 IBC COMPLIES CHAPTERS 7 FOR LEVEL 1 ALTERATIONS AS WELL AS THE PROVISIONS OF 5. ALL DEBRIS SHALL BE STORED IN APPROPRIATE CONTAINERS AT THE SITE AND SHALL 4 S-200 12-10-2018 GENERAL NOTES,SECTIONS AND TYPICAL DETAILS DAMAGE . D AND DEFECTIVE WORK. HE SHALL REPLACE OR REPAIR AND MATERIALS W/702.1-702.3 CHAPTER B. BE MAINTAINED IN A SANITARY AND SAFE CONDITION. 011 CF CUTCHOGUE, LLC. AS DIRECTED BY ARCHITECT ALL SUCH DAMAGED OR DEFECTIVE 6. ALL DEBRIS REMOVED FROM THE SITE SHALL BE DISPOSED OF IN A LEGAL MANNER. 1520 NORTHERN BOULEVARD WORK WHICH SHALL APPEAR WITHIN A PERIOD OF ONE YEAR 703 FIRE INTERNATIONAL BUILDING CODE - 2015 7. THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY STRUCTURAL MANHASSET,NEW YORK 11030 FROM THE DATE OF SUBSTANTIAL COMPLETION. PROTECTION 703.1 GENERAL N/A N/A CHAPTER 3: USE AND OCCUPANCY CLASSIFICATION NONCONFORMITY TO PLANS AND SPECIFICATIONS. 3. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT OF 304.1 BUSINESS GROUP B(NO CHANGE) 8. REMOVAL PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE GENERAL ANY DISCREPANCIES BETWEEN THE DRAWINGS,THESE NOTES, 704 MEANS 704.1 GENERAL LEVEL OF PROTECTION COMPLIES W/704.1 CONTRACTOR OF THIS CONTRACT. AND FIELD CONDITIONS BEFORE STARTING ANY WORK. OF EGRESS MAINTAIN FOR EGRESS CHAPTER 6: TYPES OF CONSTRUCTION 9. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEANING UP AND DOB STAMP & SIGNATURES 601.1 GENERAL HAULING AWAY OF ALL TRASH AND DEBRIS ON A REGULAR BASIS DURING THE 4• THE CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE 705 ACCESSIBILITY 705.1 GENERAL COMPLIES WITH IBC COMPLIES W/705.1 602.2 CONSTRUCTION CLASSIFICATION-3B(COMBUSTIBLE BUILDING ELEMENTS) CONSTRUCTION PERIOD. MATERIALS,BOTH FROM HIS OWN AND OTHER SUBCONTRACTORS. -NO CHANGE 10. REPAIR WALLS,IF NECESSARY,AND PREPARE FOR NEW FINISH. 5. THE USE OF WORDS"PROVIDE"OR"PROVIDED"IN CONNECTION 705.2 PRIMARY ROUTE TO PRIMARY FUNCTIONCHAPTER 8: INTERIOR FINISHES 11. WALLS SHALL BE REMOVED AS INDICATED ON REMOVAL PLANS. ALL UTILITIES IN WITH ANY ITEM SPECIFIED,IS INTENDED TO MEAN,UNLESS FUNCTION SHALL REMAIN COMPLIES W/705.2 TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY VAULT SHALL BE CUT TO BELOW SLAB OR ABOVE THE CEILING AND DISCONNECTED OTHERWISE NOTED,THAT SUCH ITEM SHALL BE FURNISHED AND OCCUPANCY: BACK TO THE NEAREST ACTIVE LOCATION. INSTALLED BY THE CONTRACTOR AND CONNECTED WHERE SO NON SPRINKLERED BUILDING/USE GROUP"A 12. VERIFY LOCATION OF EXISTING LINTELS AND SHORE UP ROOFNVALLS AS REQUIRED REQUIRED. 706 RE-ROOFING 706.1 GENERAL N/A N/A INTERIOR EXIT PASSAGEWAYS-CLASS'B' BEFORE REMOVING WALL. REFER TO SUBTITLES a.AND b.FOR EXCEPTIONS WHERE CLASS'B'&'C' 13. ALL PROPOSED ALTERATION WORK SHALL BE PERFORMED WITH THE CONSIDERATION 6. WHERE OPENINGS OCCUR IN EXISTING FIRE RATED AREAS OR AREA PERMITTED. OF A CONSTRUCTION SEQUENCE TO BE COODINATED WITH THE OWNER. PARTITIONS DUE TO EXISTING OR NEW CONDUIT RUNS, 707 STRUCTURAL 707.1 GENERAL COMPLIES FOR NEW FRAMING INDICATED COMPLIES W/707 EXIT ACCESS CORRIDORS AND OTHER EXITWAYS-CLASS'B' 14. THE GENERAL CONTRACTOR SHALL PATCH AND REPAIR ALL EXISTING CONSTRUCTION DUCTWORK,CABLES,PIPING,ETC.,AND/OR WHERE EXISTING , 708 ENERGY ROOMS AND ENCLOSED SPACES-CLASS'C' � (WALLS, CEILINGS, FLOORS, ETC.) DISTURBED BY THE WORK TO MATCH ADJACENT FIREPROOFING HAS BEEN REMOVED All A RESULT OF EXISTING CONSERVATION 708.1 MIN.REQ. N/A N/A SURFACES IN CONSTRUCTION AND FINISH. OR NEW CONSTRUCTION WORK,THE CONTRACTOR SHALL CLOSE 15. FILL EXISTING PIT WITH SAND OR GRAVEL COMPACTED TO 95 PERCENT OF THE AND/OR PATCH AS REQUIRED ALL OPENINGS TO MATCH CHAPTER 8 - ALTERATIONS - LEVEL 2 MAXIMUM MOISTURE DENSITY PROCTOR AND COVER WITH 4 INCHES OF CONCRETE IMMEDIATE ADJACENT AREAS IN MATERIAL,FINISH AND FIRE RATING. FLUSH WITH THE EXISTING SLAB. SCOPE OF WORK CODE EXPLANATION OF 16. REFER TO THE ENGINEERING DRAWINGS FOR ADDITIONAL REMOVAL INFORMATION. APPLICATIONS FOR PAYMENT SECTION REQUIRED REQUIREMENTS RESULT POB SCAN 17. THE REMOVAL CONTRACTOR SHALL COORDINATE HIS WORK WITH THE TRADES 1. THE CONTRACTOR SHALL MAKE REQUEST FOR PAYMENTS ON THE RESPONSIBLE FOR THEIR RESPECTIVE REMOVAL WORK PRIOR TO PROCEEDING WITH AIA FORM G702 AND CONTINUATION SHEETS BASED ON THE 802 SPECIAL USE NIA N/A N/A THE GENERAL REMOVAL WORK. PROPOSED INTERIOR ALTERATIONS: REMOVAL OF EXISTING BANK VAULT. CEILING AND WALLS AFFECTED BY REMOVAL WORK TO BE REPAIRED TO MATCH ADJACENT. SCHEDULE OF VALUES APPROVED BY THE ARCHITECT. &OCCUPANCY 18. EXISTING EXITS SHALL REMAIN FULLY ACCESSIBLE AND UNOBSTRUCTED DURING THE NEW SECOND FLOOR STRUCTURAL SUPPORT-;.. :,TALL NEW WATER SERVICE AND BACKFLOW PREVENTION DEVICE. 2. SUBMITTALS SHALL BE MADE MONTHLY IN TYPEWRITTEN FORM, 803 BUILDING ELEMENTS 803.1 SCOPE INTERIOR FINISH,FIRE-RESISTANCE RATINGS. COMPLIES W/803.1,803.4, PROGRESS OF THE WORK. NO CHANGE IN USE,EGRESS,OCCUPANCY AND'DR SQUARE FOOTAGE PROPOSED UNDER THIS APPLICATION. NOTARIZED. SUBMIT THE ORIGINAL PLUS 3 COPIES. TIMING OF SUBMITTALS: 804 FIRE PLOT PLAN SCALE: 1/32" = 1'-0" TDM CONSULTING ENGINEER P.C. �, PROTECTION 804.1 SCOPE NIA N/A ` SHOP DRAWING SUBMITTALS AND SUBISTITUTIONS Structural Engineer 1. MAKE SUBMITTALS FAR ENOUGH IN ADVANCE OF SCHEDULED 550 North Country Road,Suite F DATES FOR INSTALLATION TO PROVIDE TIME REQUIRED FOR 805 MEANS OF EXISTING LEVEL OF COMPLIES W/805.2, PROJECT ADDRESS: REVIEWS,FOR SECURING NECESSARY APPROVALS,FOR 805.2 GENERAL 805.3,805.4,805.4.2,805.7, St.James, ) 11780 EGRESS PROTECTION MAINTAINED I Do Phone:(631)686-5234 POSSIBLE REVISIONS AND RESUBMITTALS,AND FOR PLACING &805.8 28200 MAIN ROAD ORDERS AND SECURING DELIVERY. 1927 CUTCHOGUE, NEW YORK 11935 G��� -%A $9 ' o Fax: (631)p9@opt nline.net P` 86• Email:tdm e 806 ACCESSIBILITY NIA N/A NIA O1F /� 2. IN SCHEDULING ALLOW AT LEAST TEN WORKING DAYS FOR SECT: 102 N MEP ENGINEER REVIEW BY THE ARCHITECT FOLLOWING HIS RECEIPT OF THE807 STRUCTURAL 807.1 GENERAL NEW STRUCTURAL ELEMENTS COMPLIES WITH IBC COMPLIES W/807.1 BLOCK: 6 1�SO M SUBMITTAL. LOT: 13.1 5 808 ELECTRICAL 808.1 NEW NEW ELECTRICAL ELEMENTS TO COMPLIES W/808.1 FINAL CLEANING INSTALLATIONS COMPLY WITH NFPA 70. 'v ti 1. "CLEAN"FOR THE PURPOSE OF THIS ARTICLE,AND EXCEPT AS 809 MECHANICAL 809.1 RECONFIGURED N/A N/A MAY BE SPECIFICALLY PROVIDED OTHERWISE,SHALL BE OR CONVERTED SPACES INTERPRETED AS MEANING THE LEVEL OF CLEANLINESS GENERALLY PROVIDED BY SKILLED CLEANER USING COMMERCIAL 810.1 MINIMUM PROPERTY LINE QUALITY BUILDING MAINTENANCE EQUIPMENT AND MATERIALS. 810 PLUMBING FIXTURES N/A N/A •• 2. PRIOR TO COMPLETION OF THE WORK,REMOVE FROM THE JOB rosenbaum 'OUp SITE ALL TOOLS,SURPLUS MATERIALS,EQUIPMENT,SCRAP, 811 ENERGY 811.1 MINIMUM NIA NIA I i a r c h i t e c t u r e DEBRIS AND WASTE. CONSERVATION REQUIREMENTS I I EXISTING REMOTE BANK � 3• SCHEDULE FINAL CLEANING AS APPROVED BY THE BUILDING TOWER(NOT USED) MANAGER OR ARCHITECT TO ENABLE THE OWNER TO ACCEPT A COMPLETELY CLEAN WORK AREA. 2001 MARCUS AVENUE Tel: 516.616.6111 LOBBY EAST WING Fax 516,616.6222 LAKE SUCCESS, NEW YORK 11042-1011 mail®r-d-g.com CONTRACT CLOSE OUT o U PROJECT� 1• WHEN THE ARCHITECT DETERMINES THAT THE WORK IS L� VAULT REMOVAL ACCEPTABLE UNDER THE CONTRACT DOCUMENTS,HE WILL Z REQUEST THE CONTRACTOR TO MAKE CLOSE OUT SUBMITTALS. �. W_ CUTCHOGUE28200 MNEW YORK 11935 NIOI ti 2• CLOSE OUT SUBMITTALS INCLUDE,BUT ARE NOT NECESSARILY BUILDING DEPARTMENT N O1ES 10�5Q w LIMITED TO: SHEET TITLE A. OPERATION AND MAINTENANCE DATA FOR ALL EQUIPMENT �0o / O AND FOR OTHER ITEMS WHEN SO DIRECTED BY THE `�� = COVER SHEET ARCHITECT. 1. THESE DRAWINGS ARE PREPARED IN COMPLIANCE WITH'HE STATE BUILDING CODE. / ,��0 G B. WARRANTIES AND BONDS. 1. NO WORK IS TO COMMENCE UNTIL APPROVAL HAS BEEN OBTAINED FROM THE BUILDING DEPARTMENT 11 �5 Zoe AND THE PERMIT HAS BEEN OBTAINED. C. KEYS AND KEYING SCHEDULE. s-(0 ILL 2. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE PERMIT AND THE CERTIFICATE O D. SPARE PARTS AND MATERIALS EXTRA STOCK(IF OF OCCUPANCY OR LETTER/CERTIFICATE OF COMPLETION AS APPLICABLE. 2 z D ARC, REQUIRED). 3. ALL EXISTING EXITS SHALL BE MAINTAINED AS CURRENTLY EXIST. �O ROSfIy E. CERTIFICATES OF INSURANCE FOR PRODUCTS AND 4. ALL EXISTING EXITS SHALL BE MAINTAINED SAFE AND CLEAR AND SHALL NOT BE DIMINISHED IN NUMBER �� EXISTING PAVING & ' ` Le } c���e'�v B�GC COMPLETED OPERATIONS. AND/OR SIZE. THE CONTRACTOR SHALL PROVIDE MEANS OF SAFE EGRESS DURING THE PROGRESS OF PARKING TO REMAIN w F. CERTIFICATES OF INSURANCE FOR PRODUCTS THE CONSTRUCTION. r >}5 AND COMPLETED OPERATIONS. 5. THERE IS NO INCREASE IN THE EXISTING OCCUPANT LOAD. (NO CHANGE) G. ENT AND RELEASE OF LIENS. w EVIDENCE OF PAYMENT 6. THERE IS NO REQUIREMENT FOR ADDITIONAL EXITS OR INCREASING EXISTING EXIT WIDTH. 81. 0' � H. LIST OF SUBCONTRACTORS,SERVICE ORGANIZATIONS,AND 7• BUILDING CONSTRUCTION TYPE TO REMAIN AS IS. 71/0. 232g�y��- PRINCIPAL VENDORS,INCLUDING NAMES,ADDRESSES AND AREA OF WORK UNDER Cl OF t G4 TELEPHONE NUMBERS WHERE'.THEY CAN BE REACHED FOR 8. EXIT SIGNS,WHICH SHALL BE INTERNALLY LIGHTED,SHAIL HAVE AN INITIAL BRIGHTNESS OF THE LETTERS THIS APPLICATION • 04 ` EMERGENCY SERVICE AT ALL TIMES INCLUDING NIGHTS, OF AT LEAST 25 FOOT LAMBERT.THE BACKGROUND SHALL BE WHITE.THE LETTERS SHALL BE RED AND NFI71�SUF ` Z WEEKENDS,AND HOLIDAYS. SHALL BE BLOCK STYLE 4-1/2"HIGH AND WITH STROKES OF 9/16"WIDE. F EXISTING H.C.RAMP OlRo ` � DRAWN BY VAP DWG NUMBER k A� � 19. CHIECKED BY DJF N DATE 04.11.18 TwOO1 ,00 ALL INFORMATION TAKEN FROM SURVEY DATED OCT.26,1983 BY:GARRETT A.STRANG ARCHITECT (D 16030 1 OF 2 F:\RETAIL\COLIN\CUTCHOGUE 16030\CD\16030.1_T-001 COVER SHEET.DWG 1 5/16"STEEL STUDS (1)5/8 5"x 5" STEEL COLUMNS "THICK FIRE RATED GYPSUM WALLBOARD TAPE, SPACKLE &PAINT 77 / ENCLOSURE V-10"V.I.F rL CL EA- COLUMN ENCLOSURE 01 SCALE: 3"=1'-0" EXISTING PANTRY 12-10-18 REV.PER FIELD CONDITIONS — — — — 06.21.18 REV. FOR DAB COMMENTS — — 05.09.18 ISSUED FOR BID/PERMIT BACKFILL EXISTING PIT AND COMPACT SOIL-INSTALLATION 4"CONCRETE SLAB,FLUSH WITH EXISTING SLAB. _ — o N0. DATE COMMENT DN OWNER/CLIENT I I 2011 CF CUTCHOGUE, LLC. 1520 NORTHERN BOULEVARD ,�►,]' MANHASSET, NEW YORK 11030 REMOVE EXISTING EXISTING - - - • V" EXIST. WATER SERVICE SMOKE _ - - EQUIPMENT. ALL NEW GIRDER. REFER TO DETECTOR EXISTING CL. DN �1 PIPING AND WIRING STRUCTURAL DRAWINGS. EXISTING CLOSET DOB STAMP & SIGNATURES OFFICE UP EXISTING 1 i \_�, O OFFICE SD EXISTING EXIST. EX I �---- EXISTING COLUMN EX CL. TO BE REMOVED 5" EXIT SIGNS EXISTING STAIR EXISTING I � 12'-3" DUCT WORK J TO REMAINX EX • E EX �. EX EX EXISTING O HVAC UNIT — — EXISTINEXISTING TO REMAIN Q — — – GS NO CHANGE)HANDICAP EXISTING EXIT J EXISTING SIGN ABOVE DOOR O 1i EX CLOSET l i NEW 3 5/8",2 GE METAL O O EXISTING FIRE EX l STUDS @ 16"O.C.WITH ONE LA SERI FLIPPED TO @EX' EXISTING EXTINGUISHER EXISTING I OF 5/8"GYPSUM BOARD SIDES. ] SWING OUT TOILET EXISTING OPEN j , — TOILET I (TAPE,SPACKLE&PAINT) j DN EX I — — i I OFFICE AREA DOB SCAN XISTING VAULT o I ( EXISTING J I EX EX OUNDATION T a I VAULT - - REMAINEXISTING RAMP- - EXISTING _ NEW STRUCTURAL COLUMN. EX - CLOSET i - -- - Ex I i TYPICAL OF TWO. I _ _ Do -� - CLOSET STRUCTURAL ENGINEER 01 _ ( { � -1 � � — — � TDM CONSULTING ENGINEER, P.C. - _ OVERFLOW FROM Structural Engineer — _j I I BACKFLOW DEVICE LEXISTING CLOSETNorth Country Road,Suite F ( _ _ - - - - - - - - - St.James, NY 11780 EXISTING Phone:(631)686-5234 1"WATER UP TO I `�i �� I I OFFICE o Fax:(631)590-1927 UP BACKFLOW AREA OF NEW 2x10 FLOG I Email:tdmpe@optonline.net PREVENTION DEVICE JOISTS&SUBFLOOR. RE — —J 1"WATER FROM TO STRUCTURAL DRAWINGS BELOW NO OCCUPANCY INSTALL ACCESS (INSTALL NEW FINISHED FLOOR TO MATCH &ALIGN WITH 1"WATER DOWN EP ENGINEER STORAGE AND MECHANICAL EQUIPMENT PANEL TO VALVE — — — NEW 1"WATER EXISTING)(SHADED AREA) TO CELLAR NEW 1" BACKFLOW O PREVENTION DEVICE EX SERVICE EX REMOVE EXISTING REMOVE EXISTING GYP. FIRST FLOOR VAULT EXISTING OPEN BOARD AND METAL STUD WALLS, FOORS& ROOF EXISTING OFFICE AREA PARTITION. TYPICAL(4) CLOSET SIDES OF VAULT. REMOVE _ I L EXISTING OPEN DISPLAY AREA VAULT DOOR EXV Ex o rosenbaiundm1igngroup a r c h i t e c t u r e NOTE: UNLESS OTHERWISE NOTED ALL 11 NOTE: UNLESS OTHERWISE NOTED ALL EXISTING CONSTRUCTION TO REMAIN THE EXISTING SECOND — EXISTING BRICK PIERS TO BE EXISTING CONSTRUCTION TO REMAIN UNDISTURBED AND BE REPAIRED FLOOR STRUCTURE TO REMOVED AND REPLACED WITH UNDISTURBED AND BE REPAIRED WHERE DISTURBED BY REMOVAL WORM. REMAIN UNDISTURBED 2001 MARCUS AVENUE Tel: 516.616.6111 LOBBY EAST WING Fax 516.616.6222 NEW 12x12 SOLID MASONRY WHERE DISTURBED BY REMOVAL WORK. UNLESS OTHERWISE NOTED. LAKE SUCCESS, NEW YORK 11042-1011 mail®r-d-g.com PIERS. (TYPICAL) REFER TO STRUCTURAL DRAWINGS PROJECT CEILING SCOPE: THE EXISTING CEILING TILES,GRID VAULT REMOVAL --, AND LIGHTING SHALL BE REMOVED TO THE EXTENT _ REQUIRED TO REMOVE THE EXISTING VAULT. THE EXISTING 28200 MAIN ROAD CEILING SHALL BE REPAIRED AND EXTENDED OVER CUTCHOGUE, NEW YORK 11935 THE EXISTING VAULT FOOTPRINT AFTER REMOVAL OFFICE WORK IS COMPLETE AND THE STRUCTURAL SUPPORT OF THE SECOND FLOOR IS RESTORED. SHEET TITLE REMOVAL FLOOR PLANS EXISTING EXIT SIGN ABOVE DOOR. U AR W � �Q C� EX 23 y EXISTING . 0 N VESTIBULE 1010 2 EX 0 DRAWN BY DWG NUMBER VAP CELLAR REMOVAL PLAN SECOND FLOOR REMOVAL PLAN CHECKED BY DJF SCALE: 1/4"= V-0" SCALE: 1/4"= 1'-0" DATE FIRST FLOOR REMOVAL PLAN 04-10-2018 A 01 ,00 N �T SCALE: 1/4"= 1'-0" N 16030 2 OF 2 F:\RETAIL\COLIN\CUTCHOGUE 16030\CD\16030.1-A-101 FLOOR PLAN.DWG _ ------- - ---------- ---------- - I I I EXIST. WOOD BEAM TO BE EXISTING WOOD BEAM REMOVED & REPLACED WITH NEW STEEL BEAM 1 I EXIST. STEEL COLUMN , I �' I `_____ I I 1 I � I I 2 12.10.2018 REVISED PER FIELD CONDITION X TO BE REMOVED o I I I EXIST. 3x9 © I I I - I I 1 05-09-2018 ISSUED FOR BID/PERMIT _- '` I CUT EXIST. WOOD BEAM I I ' I 1 I 1 © 18" � •- I — & FRAME INTO NEW POST I EXISTING STEEL N0. DATE COMMENT 0.C. ' I EXIST. COLUMN i I ENCASED WOOD BEAM I O�yPIER/CLIENT 2 TO REMAN I 1 NEW HSS 5x5x UNDER I I EXISTING CONC, s-too I EXISTING BEAM. POST i CUT EXIST. WOOD 1 I I I BEAM & FRAME WALL TO REMAIN 1 i I DOWN TO EXISTING I I INTO NEW BEAM I I I CONCRETE WALL BELOW I I ----�' �L.______—___ 4_--__y I- 1 � I ! 1 r-------------- -----------1— W10x22 1 2„ 1 I BEARING 1 I 1 i 5 6 I S-2o0 —200 ; PLATE i I I do N DOB STAMP SIGNATURES j I I j 1 i i I EXIST. i N 1 1 1 I I I WOOD cn— 0 BEAM ' v~io i i ( No = O '7 N F r—IcV I 1 �, 1 EXISTING I j 1 c� i X i N CONCRETE SLAB I 1 1 -H N� o 3 w 5 Lu ti 1 I 1 v j I C >< J Lu 1 ( W I I J 1 � I 1 I I 1 tZ Nm 1 ;III I W NE 1N10xQ2 _ ' ' 0-07 1 I I cn m I I h L----------- I .� 0 ci 1 I I L---------- - ----� --------- 1 o 1 i 1 I I DOB SCAN 1 ' I ' I EXISTING CONCRETE VAULT 4 3 I ' 7'-4j' ' +� I I s-too s-200 NEW HSS 5X54 UNDER I 1 10 - 1 -0 I i I WALL TO BE REMOVED Ii EXIST. STEEL BEAM. POST DOWN TO EXIST. I I EXISTING BRICK I I 1 i COLUMN TO REMAIN I i I i CONCRETE WALL BELOW ' _ - I I I I I j I I I I I I I I STRUCTURAL ENGINEER EXIST, 3x9 I l i I EXIST. 3x9 ------ ---- I I --- - CONSULTING ENGINEER,P.C.18 O.C. @ O.C. I I I 1 I I I I I550 NORTH COUNTRY ROAD,SUITE F SAINT JAMES,NEW YORK 11780 1 I I I I I TEL: (631) 686-5234 iccollml I I I I I I I I I FAX: (631) 590-1927 1 I 1 I EML; TMIRA31LE@TDMENGINEERS.COM I 1 EXIST. 3x9 i I i EXIST. 3x9 1 I 1 L------ r 1 I I I `------ I I 118" O.C. I 1 © 18" O.C. MEP ENGINEER I I I I 1 I I I I 1 i I I 1 EXISTING STEEL BEAM I 1 I I I 1 I 1 i I i i I LA7 1'-10" I I I I i 1 t .I.F. I I 13'-0" t V.I.F. rosenbaumdesigngroup a r c h It e c t u re EXISTING BRICK PIERS TO BE REMOVED AND I I REPLACED W/ 12"x12" SOLID MASONRY PIERS I I I I I 2001 MARCUS AVENUE Tel: 516.616.6111 I I I I I LOBBY EAST ONG Fax: 516.616.6222 I I j LAKE SUCCESS, NEW YORK 11042-1011 mall®r—d—g.com I I I PROJECT 1 I I ------------- ---;-----;---- ------------- VAULT REMOVAL — ------------- — - ---1----L---- - — ------------- — 28200 MAIN ROAD L_____________J ____________ LJ CUTCHOGUE, NEW YORK 11935 I I SHEET TITLE I I L-J&)i PARTIAL FIRST & SECOND i- FLOOR FRAMING PLANS 1ST FLOOR FRAMING PLAN- 2ND FLOOR FRAMING PLAN- SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" NOTES: NOTES: 1. —--— INDICATES EXISTING WOOD GIRDER. 1. --------- INDICATES EXISTING BEAMS / JOISTS. 2. INDICATES EXISTING WOOD JOISTS. 2. INDICATES NEW BEAMS/ JOISTS. 3. REFERENCE ELEVATION = +6'-84" AT TOP OF EXISTING FLOOR JOISTS. 3 P I J A - + ' " 4. TOP OF NEW FLOOR JOIST ELEVATION TO MATCH EXISTING. 4. TOP OF NEW FLOOR JOIST ELEVATION TO MATCH EXISTING. DRAM BY DWG NUMBER 5. TOP OF NEW STEEL BEAM ELEVATION = +5'-104" S L - G JR CHECKED BY 6. ALL EXISTING CONDITIONS AS SHOWN ON PLAN ABOVE SHALL BE VERIFIED IN THE 6. ALL EXISTING CONDITIONS AS SHOWN ON PLAN ABOVE SHALL BE VERIFIED IN THE TM FIELD PRIOR TO START OF CONSTRUCTION. FIELD PRIOR TO START OF CONSTRUCTION. DATE 04-03-2018 S=100100 16030I L - 1 O F 2 G E N E R A L N 0 T E S REMOVE CONC. WALL SIMPSON TYPE HU FACE EXISTING 3x9 TO TOP OF FLOOR JOIST MOUNT HANGER. FASTEN FLOOR JOIST EXIST. SUBFLOOR NEW PLYWOOD SUBFLOOR TO EXIST. CONCRETE WITH MASONRY CODES AND STANDARDS STRUCTURAL STEEL NEW PLYWOOD SUBFLOOR MANUUFACTURERSS AS PER NEW 2x6 NAILER 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 INTERNATIONAL BUILDING CODE, 1. THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS AND RECOMMENDATIONS (TYP.) LATEST EDITION, AND WITH THE RULES AND REGULATIONS OF ALL LOCAL AND GOVERNMENTAL STRUCTURES SHALL BE IN ACCORDANCE WITH CHAPTER 22 OF THE INTERNATIONAL BUILDING T.O. STEEL AGENCIES HAVING JURISDICTION. CODE AND AISC SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS- ALLOWABLE STRESS DESIGN T.O. EXIST. JOISTS EL.=+5'-10 1/2" (AISC-ASD). EL.=+6'-8 1/2" NEW 200 0 16" O.C. i GENERAL 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING MINIMUM YIELD STRENGTHS AND 22-J 1. IF THERE IS A DISCREPANCY ON THE CONSTRUCTION DOCUMENTS, THE ARCHITECT/ENGINEER SPECIFICATIONS, UNLESS OTHERWISE NOTED. NEW W10x EXISTING CONCRETE VAULT SHALL BE NOTIFIED IMMEDIATELY SO THAT IT MAY BE RESOLVED. UNLESS OTHERWISE NOTED, YIELD ASTM SPEC, EXISTING 3x9 " BASE PLATE WALL TO BE REMOVED TO THE MORE CONSERVATIVE INTERPRETATION OF THE CONSTRUCTION DOCUMENTS SHALL APPLY. A. STRUCTURAL STEEL SHAPES: 50 K.S.I. A-992 FLOOR JOIST NEW 2x10 0 16" O.C. TOP OF FLOOR JOISTS B. PLATES & CONNECTION MATERIAL: 36 K.S.I. A-36 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL C. STRUCTURAL STEEL TUBING: 46 K.S.I. A-500 EXISTING CONCRETE VAULT WORK DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND D. ANCHOR BOLTS: 36 K.S.I. F-1554 WALL TO BE REMOVED TO MISALIGNMENT. THE CONTRACTOR, SHALL BE FULLY RESPONSIBLE FOR "MEANS AND METHODS OF TOP OF FLOOR JOISTS CONSTRUCTION, 3. ALL BOLTED CONNECTIONS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATION FOR SECTION 2 3. ALL EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BEFORE WORK IS STRUCTURAL JOINTS USING ASTM A-325 OR A-490 BOLTS". BEGUN. ANY OBSTRUCTION ENCOUNTERED DURING EXCAVATION, DEMOLITION, OR CONSTRUCTION 4. ALL BOLTS SHALL BE 3/4" DIA. (MIN.) UNLESS OTHERWISE NOTED ON THE PLANS AND DETAILS. SCALE: 3/4" = 1'-0" S-200 SHALL BE REPORTED TO THE ARCHITECT/ENGINEER IMMEDIATELY SO THAT CORRECTIVE MEASURES ALL BOLTED CONNECTIONS SHALL CONSIST OF A MINIMUM OF TWO 3/4" DIAMETER BOLTS. SECTION- OR ADJUSTMENTS CAN BE MADE SCALE: 3/4" 1'-0" S-200 4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL STRUCTURAL ELEVATIONS AND 5. ALL BOLTED BRACED FRAME AND MOMENT CONNECTIONS SHALL BE ERECTED USING SLIP CRITICAL DIMENSIONS WITH EXISTING CONDITIONS AND WITH OTHER PROJECT DRAWINGS. ANY DEVIATIONS (FRICTION) TYPE BOLTS. ALL OTHER BOLTED CONNECTIONS SHALL USE BEARING TYPE BOLTS. NEW 2x12 0 16" O.C. EXISTING 3x9 EXISTING SHALL BE BROUGHT TO THE ARCHITECT/ENGINEER'S ATTENTION. 6. ALL WELDING SHALL BE IN ACCORDANCE WITH AISC AND AWS CODE FOR WELDING IN BUILDING BETWEEN EXIST, JOISTS FLOOR JOIST SUBFLOOR CONSTRUCTION, AWS D1.1, AND MUST BE PERFORMED BY CERTIFIED WELDERS. ELECTRODES SHALL 1'-7 " 1'-7 " T.O. EXIST. JOISTS 5. THE CONTRACTOR SHALL FURNISH ALL CERTIFICATIONS, LABORATORY TEST REPORTS AND BE E70 SERIES. EL.=+10'-10 1/2" INSPECTION REPORTS REQUIRED. NEW 202 0 16" O.C. EXISTING 6. CONTRACTOR 'SHALL COORDINATE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, MECHANICAL & 7. THE FABRICATOR SHALL BE RESPONSIBLE FOR THE DESIGN AND ADEQUACY OF ALL CONNECTIONS BETWEEN EXIST. JOISTS SUBFLOOR 2 12.10.2018 REVISED PER FIELD CONDITION ELECTRICAL DRAWINGS. THAT ARE NOT FULLY DETAILED ON THE CONTRACT DRAWINGS. T.O. EXIST. JOISTSob 1 05-09-2018 ISSUED FOR BID/PERMIT 8. EXCEPT WHERE REACTIONS ARE GIVEN OR BEAM CONNECTIONS ARE DETAILED BEAM EL.=+10'-10 1/2" NEW W10x22 0 o NO. DATE COMMENT 7. OPENINGS IN WALLS, ROOF, ETC. SHALL BE COORDINATED, SIZED, FURNISHED, AND INSTALLED CONNECTIONS SHALL BE DESIGNED TO SUPPORT ONE-HALF THE TOTAL UNIFORM LOAD CAPACITYo 0 PER MECHANICAL, ELECTRICAL, AND PLUMBING REQUIREMENTS, EVEN IF NOT SHOWN AS SUCH ON FOR THE GIVEN SIZE, SPAN, AND ALLOWABLE BENDING STRESS. CONCENTRATED LOADS NEAR AN BLOCK SOLID-----__ STANDARD DOUBLE o o OWNER/CLIENTARCHITECTURAL OR STRUCTURAL DRAWINGS. END CONNECTION SHALL ALSO BE CONSIDERED. MINIMUM END CAPACITY SHALL BE 6 KIPS. BELOW EXIST. EXISTING 3x9 L CONNECTION 8. THE CONTRACTOR SHALL NOT MAKE DEVIATIONS FROM DESIGN DRAWINGS WITHOUT WRITTEN g, ALL INTERIOR, NON-EXPOSED STEEL SHALL RECEIVE A SHOP COAT OF APPROVED PAINT EXCEPT JOISTS 7 FLOOR JOIST ° i APPROVAL FROM THE ARCHITECT/ ENGINEER. SURFACES TO BE WELDED, HIGH STRENGTH BOLTED OR SPRAY FIREPROOFED, FOR FIELD COAT, o " TOP PLATE_'1___1 i EXISTING SEE SPECS. i i STEEL BEAM 9. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE SAME AND SIMILAR CONDITIONS, UNLESS OTHERWISE SPECIFICALLY NOTED. 10. UNLESS OTHERWISE NOTED ON PLAN, ALL EXTERIOR EXPOSED STRUCTURAL STEEL (INCLUDING Jill, 1/4" LINTELS) SHALL BE GALVANIZED. NEW 2x6 NAILER. BOLT TO STANDARD DOUBLEJ NEW W10x22 NEW HSS 5x5x WOOD FRAMING 11. UNLESS OTHERWISE NOTED, BEAM AND GIRDER CONNECTIONS SHALL BE PROPORTIONED TO �BEAM V ITH " BOLTS AT L CONNECTION 1 4 1. ALL TIMBER WORK SHALL CONFORM TO "NATIONAL DESIGN STANDARDS FOR WOOD DELIVER THEIR END REACTIONS TO THE CENTER OF GRAVITY OF THE MEMBERS TO WHICH THEY 2'-0" O.C. STAGGERED DOB STAMP do SIGNATURES FRAME. CONNECTIONS FOR BEAMS AND GIRDERS FRAMING TO THE FLANGES OF COLUMNS SHALL CONSTRUCTION'", LATEST EDITION AND PS-20 "AMERICAN SOFTWOOD LUMBER STANDARD" BE PROPORTIONED TO DELIVER THEIR END REACTIONS TO THE FACE OF THE COLUMN FLANGE TO 2. WHICH THEY FRAME. SECTION 3 SECTION 4 3. ALL NEW GENERAL FRAMING LUMBER SHALL BE #2 OR BETTER GRADE DOUGLAS FIR OR HEM-FIR. (MIN BASE DESIGN: FB=825 PSI, FV=75 PSI, FC(PERP)=370 PSI, E=1,300,000 PSI) 12. ALL BEAM TO SPANDREL CONNECTIONS SHALL BE MADE WITH FULL DEPTH STIFFENER PLATES. SCALE• 3/4" = 1'-0" S-200 (2X8=825*1.1!i*1.2=1139,2X10=825*1.15*1.1=1044,2X12=825*1.15=949) SCALE: 3/4" 1'-0" S-200 13. ALL BEAMS, EXCEPT CANTILEVER BEAMS, SHALL BE FABRICATED & ERECTED WITH NATURAL 5 q, 4. ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE NEW UNLESS OTHERWISE APPROVED CAMBER UP. ALL CANTILEVER BEAMS SHALL BE FABRICATED SO THAT THE NATURAL CAMBER BY THE ARCHITECT/ENGINEER. RAISES THE CANTILEVER END. 5. ALL LUMBER DIMENSIONS, AFTER SEASONING, SHALL CONFORM TO THE MINIMUM DIMENSIONS 14. DETAILED FABRICATION SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL. FABRICATION EXISTING WOOD NEW 2x12 0 16 O.C. 1/4"\ x REQUIREMENTS AS PER PS-20. SHALL NOT PROCEED UNTIL SHOP DRAWINGS ARE APPROVED. FLOOR JOIST BETWEEN EXIST. JOISTS 1/4„ d•0769�� , 6. ALL LUMBER SHALL BE FREE FROM KNOTS, SHAKES, ROT OR OTHER DEFECTS. 15. ALL MOMENT CONNECTIONS SHALL BE DESIGNED FOR FULL CAPACITY OF MEMBER UNLESS EXISTING EXISTING SUBFLOOR �,..�9y ?`�' FLCOR JOIST EXISTING STEEL OTHERWISE NOTED ON PLAN. ENCASED WOOD BEAM 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS FOR ROUGH CARPENTRY FRAMING AND T.O. EXIST. JOISTS 16. THE STRUCTURAL STEEL CONTRACTOR SHALL VERIFY THE FOUNDATION CONSTRUCTION FOR -------- DETAILS. " MAX EL.=+10'-10 1/2" ANCHOR BOLT LOCATIONS, ELEVATIONS OF TOP OF CONCRETE AND BEARING PLATES, ALIGNMENT, 8. ALL NEW FLOOR AND ROOF JOISTS, HEADERS AND TRIMMERS AND OTHER HORIZONTAL WOOD ETC. PRIOR TO START OF ERECTION. ------ MEMBERS SHALL BE SET WITH THE CROWN EDGE UPWARD. BLOCK SOLID i DOB SCAN 17. NO OPENINGS SHALL BE CUT IN THE STRUCTURAL STEEL MEMBERS UNLESS SHOWN ON THE I BELOW EXIST. "x8"x0'-8"PLATE 9. ALL WOOD BEAMS BEARING ON MASONRY SHALL HAVE A MINIMUM BEARING OF 4". DRAWING OR APPROVED BY THE ENGINEER OF RECORD. i ° JOISTS BOTH SIDES NEW W10x22 1/4 10. ALL WOOD BEAMS BEARING ON STEEL SHALL HAVE A MINIMUM BEARING OF 2" SUBMITTALS i i ° 1/4" 11. JOIST HANGERS, HOLD DOWN CLIPS, ETC. SHALL BE SIMPSON, TECO OR APPROVED EQUAL 1. PRIOR TO PROCEEDING WITH THE WORK, CONTRACTOR SHALL SUBMIT THE FOLLOWING TO THE L6x4:j"x0'-4" (LLV) (SECURED WITH ANNULAR NAILS AS PER MANUFACTURER) PROVIDE SADDLE-TYPE, HEAVY DUTY i " PLATE NEW W10x22 STRUCTURAL ENGINEER ENGINEER FOR REVIEW: I ; SECTION 6 , BEAM HANGERS; AS REQUIRED. 1/4" � � A. MIX DESIGNS FOR ALL GRADES OF CONCRETE INCLUDING CERTIFIED TEST DATA ON STRENGTH OF „ 1/4" CONSULTING ENGINEER P.C. 12. ALL JOISTS SHALL BE CROSS-BRIDGED WITH 1-1/4"X3" BRIDGING AT MIDSPAN OR INTERVALS SAMPLE BATCHES. 1/4 i 1/4" " , " w 550 NORTH COUNTRY ROAD,SUITE F NOT TO EXCEED 8'-0" O.C. AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT BE B. PLACING AND SHOP DRAWINGS FOR ALL REINFORCING STEEL. I SCALE: 3/4 = 1 -0 S-200 SAINT JAMES,NEW YORK 11780 NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE SOLID BRIDGING BETWEEN BEAMS OVER C. ERECTION AND SHOP DRAWINGS FOR ALL STRUCTURAL STEEL. NEW HSS 564 TEL: (631) 686-5234 FAX: (631) 590-1927 GIRDERS AND PLATES OF BEARING PARTITIONS. METAL BRIDGING STRAPS MAY BE SUBSTITUTED D. ERECTION AND SHOP DRAWINGS FOR ALL LIGHT GAGE METAL FRAMING. EML: TM RABILE@TDMENGINEERS.COM AND INSTALLED ACCORDINGLY. E. SHOP DRAWINGS FOR STEEL DECKING. 13. PROVIDE A MINIMUM ONE HALF INCH AIR SPACE BETWEEN WOOD AND CONCRETE OR MASONRY. F. SHOP DRAWINGS FOR OPEN WEB STEEL JOISTS. SECTION 5 OTHERWISE, PROTECT OR TREAT WOOD IN CONTACT WITH CONCRETE OR MASONRY. 2. REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH DESIGN MEP ENGINEER INTENT. REVIEW OF THE DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF COMPLETING THE SCALE: 3/4" = V-0" S-200 WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. CONTRACTOR WILL ALLOW A WOOD FRAMING - I?I.YWOOD MINIMUM OF 10 WORKING DAYS FOR REVIEW OF ALL SUBMITTALS, FOLLOWING RECEIPT BY ENGINEER. 1. ALL PLYWOOD SHEATHING SHALL COMPLY WITH APA. PLYWOOD SHALL MEET C-D INTERIOR APA, NOES: STRUCTURAL I AND II C-D-INTERIOR APA OR STRUCTURAL I AND II C-C-EXTERIOR APA. 3. SUBMIT THE FOLLOWING TO THE ENGINEER FOR RECORD PURPOSES: zo 1. REFER TO AISC-MANUAL OF STEEL CONSTRUCTION (SECTION 1). 2. PLYWOOD SHALL NOT EXCEED THE SPANS INTENDED FOR USE ON THE GRADE STAMP AND SHALL A. RESULTS OF CONCRETE SPECIMEN COMPRESSIVE STRENGTH TEST, SUBMIT WITHIN 48 HOURS OF 1" MIN. 1" MIN. Z 2. ALLOWABLE WELD CAPACITY IS BASED UPON A BEAM WEB THICKNESS OF 3/8" OR BE OF THE FOLLOWING THICKNESS, UNLESS NOTED OTHERWISE: TESTING. w A36 MATERIAL. REDUCE THIS CAPACITY PROPORTIONALLY FOR A LESSER WEB SUPPORTING MEMBER ARIE -Y N THICKNESS. A. FLOORS: 3/4" T&G `� 3. FOR COPED BEAM CONNECTIONS, THE CAPACITY OF THE NET SHEAR AREA OF THE B. ROOFS: 3/4" T&G 06�IN ,l WEB SHALL BE VERIFIED BY THE FABRICATOR ® C. WALLS: 5/8„ -� 4. THE CAPACITY OF THE CONNECTION SHALL BE THE LESSER VALUE OF THE ALLOWABLE roSelnbaumdesiongrOUp BOLT CAPACITY, ALLOWABLE WELD CAPACITY, SUPPORTING PLATE CAPACITY OR THE a r c h It e c t u r e D. ALL PLYWOOD SHALL BE GLUE NAILED TO THE FLOOR JOISTS USING AN APA APPROVED ADHESIVE. WEBNET SHEAR CAPACITY. w o M 5. THE STANDARD, MAX. & MIN. NUMBER OF ROWS OF BOLTS SHALL BE AS FOLLOWS: (B.F.GOODRICH PL400 OR EQUAL), a ifu zo 1 2" STIFFENER PLATE -' STAND. ROWS, MIN, ROWS, MAX. ROWS, 2001 MARcu$ AVENUE Tel: 516.616.6111 .� LOBBY EAST WING Fax: 516.616.6222 DEMOLITION NOTES: EA. SIDE (U.O.N.) COL. "�'� 0 ID W8-W10 2 ROWS 2 ROWS 2 ROWS LAKE SUCCESS, NEW YORK 11042-1011 matl®r-d-g.com 1. ALL NECESSARY AND REQUIRED SHORING, NEEDLES, JACKS, TEMPORARY BEAMS, BRACING AND S MINIMUM WEB ---THICKNESS W12 3 ROWS 2 ROWS 3 ROWS PROJECT OTHER SUPPORTS SHALL BE PROVIDED AND INSTALLED TO SUPPORT EXISTING CONSTRUCTION TO SEE NOTE 2JL1 "'_ REMAIN WHILE REMOVING ITEMS TO BE DEMOLISHED. THE CONTRACTOR SHALL RETAIN HIS OWN _ W14 3 ROWS 3 ROWS 3 ROWS VAULT REMOVAL PROFESSIONAL ENGINEER TO DESIGN SHORING AND BRACING. THE CONTRACTOR SHALL BE 28200 MAIN ROAD RESPONSIBLE FOR FILING ALL FORMS AND OBTAINING ALL PERMITS REQUIRED. i E W16 4 ROWS 3 ROWS 4 ROWS CUTCHOGUE, NEW YORK 11935 1 4 5 W18 4 ROWS 3 ROWS 5 ROWS E70XX FABRICATOR 2. THE CONTRACTOR SHALL ENGAGE A PROFESSIONAL ENGINEER LICENSED BY THE STATE OF NEW , , d T1 YORK TO PREPARE AND SUBMIT SHORING PLANS AND DETAILS IN THE FORM OF SHOP DRAWINGS i ZZ W21 5 ROWS 4 ROWS 6 ROWS SHEET TITLE FOR REVIEW AND ACCEPTANCE BY THE STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF i i ® PER w i FABRICATOR w ANY WORK. , , i � � W24 6 ROWS 4 ROWS 7 Rotas GENERAL NOTES, SECTIONS 3. ALL SHORING OPERATIONS SHALL BE INSPECTED BY A PROFESSIONAL ENGINEER ENGAGED BY THE i i i W27 7 ROWS 5 ROWS 7 ROWS CONTRACTOR AND LICENSED BY THE STATE OF NEW YORK. ALL INSPECTION REPORTS SHALL BE i 3/4" COL. CAP PL ALLOWABLE BOLT AND TYPICAL DETAILS SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER. i 3" 3" WIDTH OF R TO EQUAL CAPACITY (KIPS) ALLOWABLE WELD W30 8 ROWS 5 ROWS 8 ROWS SHEAR PLATE ,( o A325 BOLTS CAPACITY KIPS i BM. FLG. +1 OR COL. N ) 4. THE CONTRACTOR SHALL NOT LOAD OR PERMIT ANY PART OF THE EXISTING BUILDING TO BE i i i WIDTH +1" WHICFEVER IS "N" L (INCHES) I DOUBLE SHEAR.) (4"FILLET WELD) W33 9 ROWS 6 ROWS 9 ROWS LOADED, WITH ANY DEMOLITION DEBRIS, MATERIALS OR EQUIPMENT THAT MAY ENDANGER ITS i i GREATER. W36 & 10 ROWS 6 ROWS 10 ROWS SAFETY. i 2 5j': 37 49 GREATER TUBE COLUMN i 3 8 " 56 74 5. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS » 4 11 3 74 97 THROUGH DEMOLITION AND CONS-RUCTION. 5 14ff93 1118 6 THRUCONN-PLA ES TO TYPE.HSS SEE COLUMNS RE SINGLE PLATE TYPICAL DETAILS (AND RCONNECTION 6. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS IN THE FIELD. ANY BEAM FRAMES INTO COLUMN BEAM FRAMES ON TOP OF COLUMN 6 17 OR 111 139 CAPACITIES. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE 7 20 " 130 158 7. TYP. SKEWED CONNECTION: 3/8" BENT PLATE (LENGTH='T' DIM MINUS 1") WITH /4" COMMENCEMENT OF WORK. REFER TO NOTES FOR TYPICAL BEAM TO 8 23 " 148 478 FILLET WELD BOTH SIDES. BOLT TO CONNECTING PART W/ 3/4"o A325-N BOLTS. COLUMN CONNECTION g 26 " 8. FINAL SHEAR CONNECTION DESIGN SHALL BE PERFORMED BY THE FABRICATOR. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL 29 „ 167 198 9. PROVIDE DOUBLE ANGLE CONNECTION FOR TYPICAL BEAM TO BEAM OR BEAM TO WORK DURINGCONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSE, DISTORTION, AND 10 186 213 COLUMN CONNECTIONS WITH STANDARD NUMBERS OF 3/4"0 BOLTS, MISALIGNMENT. TYPICAL BEAM TO TUBE COLUMN CONNECTION- DRAWN BY DWG NU BER 8. ALL DISTURBED AREAS SHALL BE PATCHED TO MATCH EXISTING ADJACENT FINISHES. SCALE: N.T.S. TYPICAL DOUBLE L SHEAR CONNECTION FOR BM /BM O B M /COL CHECKED BY JR 9. NO DEMOLITION WORK SHALL BEGIN UNTIL APPROVAL IS GIVEN BY THE OWNER AND ENGINEER. SCALE: NTS TM REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. DATE 04-03-2018 Sm200,OO 16030 2 OF 2 NOTES: 1. GENERAL INFORMATION - INSTALLATION OF ALL DEVICES, WIRING AND CABLES SHALL COMPLY WITH LOCAL ORDINANCES, NEW YORK STATE UNIFORM CODE SUPPLEMENT, NFPA-72 STANDARDS, THE INTERNATIONAL MECHANICAL CODE (AS ADOPTED BY NEIN YORK STATE), LISTED DISTANCES AND MANUFACTURER SPECIFICATIONS (AS REQUIRED). HVAC UNIT SCHEDULE & TYPE - ALL KEYS AND RESET TOOLS (PANEL KEYS, PROPER SIZE ALLEN KEYS, ETC.) SHALL REMAIN ON SITE. - EACH CONCEALED DEVICE SHALL BE ACCESSIBLE FOR SERVICE AND HAVE A REMOTE ALARM INDICATOR. PANTRY TAG C.F.M. TONS TYPE - EACH DEVICE SHALL BE CLEARLY LABELED FOR ITS RESPECTIVE ZONE, CIRCUIT / ADDRESS. (DROP CdEIL)si_10 \ / AC-1 2000 5 NOT PLENUM - ALTERATION AND / OR CHANGES TO THE ARE ALARM PLAN SET SHALL BE PROHIBITED EXCEPT UNDER DIRECTION OF A LICENSED �°/ O / \ AC-2 2000 5 NOT PLENUM ENGINEER OR THE AUTHORITY HAVING JURISDICTION. Ni-2 S A AC-3 2000 5 NOT PLENUM - ALL ON FIELD CHANGES SHALL BE MARKED ON THE: MOST RECENT PLAN REVISION AND SUPPLIED FOR FINAL DRAFT PURPOSES. S1-9 - EACH DEVICE SHALL BE SUPPORTED BY THE STRUCTURE USING MANUFACTURER RECOMMENDED UL LISTED BACK BOXES. - EACH DEVICE SHALL BE SUPPORTED BY UL LISTED T-BAR STYLE HANGERS WHEN MOUNTED TO A SUSPENDED / DROPPED - - - CEILING. -- - - THE CIRCUIT BREAK BREAKER NUMBER, PANEL NUMBER, CENTRAL STATION ACCOUNT NUMBER SHALL BE CLEARLY POSTED INSIDE STORAGE AC-3 \ / O RVIG / \ THE FIRE ALARM CONTROL PANEL DOOR. RL S R GYHALL PSUM s1-7 CL RL S - - - A 24 HOUR EMERGENCY SERVICE TELEPHONE NUMBER FOR THE FIRE ALARM CONTRACTOR AND A 24 HOUR CENTRAL STATION s1-11 ( ) R j rI;O SITE PLAN (NOTE: NOT DRAWN TO SCALE) CONTACT TELEPHONE NUMBER SHALL BE CONSPICUOUSLY POSTED ON THE FACP. S O UP COLLABORATION OOM s1-v s_ - FAULTY MISSING EXISTING DEVICES SHALL BE INSTALLED AS NEW 01-12 s1 13 (DROP CEIL 95cd z_s1 25 2. ARE ALARM CONTROL PANEL, COMMUNICATOR AND REMOTE ANNUNCIATOR INFORMATION ( PHONE ROOM (GYPSUM) F � - _ o S - THE ARE ALARM CONTROL PANEL SHALL TRANSMIT ALL SIGNALS BY A UL LISTED COMMUNICATOR TO UL LISTED CENTRAL STATION. STORAGE (DROP CEIL) - - - - O I M1-4 Op \ / - COMMUNICATION METHODS USED TO TRANSMIT SIGNALS TO SUPERVISING STATIONS SHALL MEET THE REQUIREMENTS OF (OPEN TO DECK) N2-1 s1-28 OI � ¢ AIM TOILET 6,/l \ / \ St-26 - INTERNATIONAL FIRE CODE (AS ADOPTED BY NEW YORK; STATE) (SECTION 901.6.6). s1-2 (DROP CEIL) MI-6 M1-2 TOILET- THE REMOTE ANNUNCIATOR SHALL BE READABLE AND VISIBLE FROM OUTSIDE THE MAIN ENTRANCE. 15cd sscd (DROP CEIL) st-29 pA �- 3 SMOKE. HEAT AND CARBON MONOXIDE DETECTORS I OS O\o/ 51-14 o/N2-2 0 - EACH DETECTOR SHALL NOT BE INSTALLED WITHIN 36" FROM AN AIR SUPPLY DIFFUSER, RETURN AIR OPENING OR WITHIN 36" st-1 / ° WCRK AREA s1 6 O/°\ AM OFFICE 2 i St-16 N1-4 (DROP CEIL.) _ DROP CEIL. N1-3 S S S1 30 M1-8 ( ) HORIZONTAL PATH FROM THE TIP OF THE BLADE OF ACEILING-SUSPENDED (PADDLE) FAN. 95cd p � 51-15 CLS � Gj�� - EACH WALL MOUNTED CARBON MONOXIDE DETECTOR SHALL BE INSTALLED A MINIMUM OF 80" ABOVE THE FINISHED FLOOR AND AT I CIM OFFICE 1 s1_31 S ,v LEAST 6 FROM THE CEILING OR AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. �° (DROP CEIL.) O Mt-5 S1-32 4. MANUAL ARE ALARM PULL STATIONS N1'1 - THE OPERABLE PART OF EACH PULL STATION SHALL. BE MOUNTED 42"-48" FROM THE FINISHED FLOOR. I sO OFFICE 3 UP MANAGER OFFICE - EACH PULL STATION SHALL BE LOCATED SO THEY ARE CONSPICUOUS, UNOBSTRUCTED AND ACCESSIBLE. � (DROP CEIL.) (DROP CEIL.) _ IuWN ROAD - EACH PULL STATION SHALL BE LOCATED WITHIN 5' OF THE EXIT DOORWAY OPENING. F O OPEN OFFICE AREA - A PULL STATION SHALL BE LOCATED ON BOTH SIDES OF GROUPED OPENINGS OVER 40' IN WIDTH AND WITHIN 5' OF EACH SIDE M1-1 s1-18 O O (DROP CEIL) O OF THE OPENING. AGENT AREA S1-19 51-20 s1-33 5. NOTIFICATION APPLIANCES (DROP CEIL) - AUDIBLE DEVICES SHALL BE PROVIDED SO THAT THE: FIRE ALARM SYSTEM IS AUDIBLE IN ALL PARTS OF THE BUILDING. S 95cd S1 34 OFFICE 4 { - THE BOTTOM OF THE STROBE LENS OF ALL WALL MOUNTED STROBE AND AUDIBLE STROBE COMBINATION APPLIANCES SHALL BE O 95cd (DROP CEIL) S1-5PLAN NOTATION LEGEND (NOTE: SOME SYMBOLS MAY NOT BE USED) MOUNTED AT 80" ABOVE THE FINISHED FLOOR. STORAGE E CCONFERENCE ROOM AMCOS \ / SHOWN AS DESCRIPTION SHOWN AS DESCRIPTION - ALL AUDIBLE DEVICES SHALL HAVE A TEMPORAL-3 CODE. OS (OPEN TO DECK) N1-5 (DROP CEIL.) N2-3 / \ OS 6. HEATING VENTILATION AIR CONDITIONING (HVAC) INFORMATION \ / Si-36 SI-3 s1-23/ \ S Ql SUSPENDED PUSH-UP TILE CEILING - SOFFIT / ELEVATION CHANGE - EACH HVAC UNIT SHALL SHUTDOWN UPON RECEIPT OF ANY FIRE ALARM SIGNAL IN ACCORDANCE WITH THE INTERNATIONAL O 15cd S1_ --- - - 35 MECHANICAL (AS ADOPTED BY NEW YORK STATE) (SECTION 606.4). S s1-24 S A SO x OFFICE 5 FINISHED TYPE CEILING (PROVIDE AN ACCESS STRUCTURAL I-BEAM (NOTE. ONLY STRUCTURE - REFER TO HVAC SCHEDULE FOR UNIT INFORMATION. O p �, S1-21 N1-6 (DROP CEIL.) HATCH FOR DEVICES INSTALLED ABOVE THE CEILING) —a —a — IMPACTING DETECTOR SPACINGS SHALL BE SHOWN) - MANUAL ACTIVATION SHALL BE REQUIRED FOR FAN RESTART. SI-4 WAmNG RECEPTION CIM 7. SPRINKLER SYSTEM INFORMATION (� DR P CEIL M1-7 �,,� / \ S 3 NO CEILING - OPEN TO DECK ---------- HVAC ZONE OUTLINE STORAGE AC-1 \ / - NO SPRINKLER SYSTEM EXISTS. (OPEN TO DECK) ( ) M1-3 RL S sO O LF a R . END OF LINE RESISTOR _ _ BEAM DETECTOR PATH Sl-22 (PER MANUFACTURER SPECIFICATIONS) (MAINTAIN AN UNOBSTRUCTED PATH) SEQUENCE OF OPERATIONS MATRIX - -- - SYSTEM INPUT SYSTEM OUTPUT • N1-7 ®-- RELOCATED DEVICE HATCHED AREA NOT IN CONTRACT NOTES: dM �m - ALL STROBE APPLIANCES SHALL REMAIN ACTIVE AHJ STAMP BOX AFTER SILENCE FUNCTION OCCURS. Z o s - ALL STROBE APPLIANCES SHALL HAVE A Z S —MULTIPLE PATH COMMUNICATIOYNCHRONIZED LIGHT PULSE N SHALL BE z BASEMENT PLAN MAIN LEVEL PLAN 2ND FLOOR PLAN SUPERVISED WITHIN NOT MORE THAN SIX HOURS. -SINGLE PATH COMMUNICATION SHALL BE SUPERVISED s C�oSCALE: 1/8' _ �'-o' SCALE: 1/8' _ l'-o' SCALE: 1/8' _ �'-o' AT AN INTERVAL OF NOT MORE THAN SIXTY MINUTES. o o a z o CD Q cm t¢i p s to Z � � ~ N I— C7 U M p U N _ O Q RY Q Q 1 MANUAL PULL STATION 01010 1 1 0 2 SMOKE DETECTOR 0 ® ® I 1 0 3 DUCT DETECTOR - RETURN DUCT 0 0 0 0 4 CARBON MONOXIDE DETECTOR ol 0 0 0 5 SYSTEM POWER FAILURE 10 Q 6 SYSTEM OPEN CIRCUIT 0 1 0 7 SYSTEM GROUND FAULT 0 0 8 SYSTEM LOW BATTERY 4 4 95cd 15cd 95cd W2 00 "e--mo / \ W4 ARE ALARM SYMBOL LEGEND - NEW DEVICES N2-3 N2-2 N2-1 SYMBOL DESCRIPTION MANUFACTURER MODEL NUMBER QUANTITY wx W4 / \ / \ p m / \ FACP ARE ALARM CONTROL PANEL FARENHYT IFP-75 1 RL S F S S S S AIM S S S S S S S S R A A AC-3 S1-25 MI-4 S1-26 S1-27 S1-28 S1-29 M1-8 51-30 S1-31 S1-32 S1-33 S1-34 S1-35 S1-36 S1-37 FM REMOTE ANNUNCIATOR FARENHYT RA_1000 1 2ND FLOOR IT MAIN LEVEL ® MANUAL FAN RESTART SPACE AGE MR201CR 1 WAC wx MINI MODULE FARENHYT IDP-MINIMONW2 RL RL ® CENTRAL OFFICE TRANSMITTER NAPCO SLE-GSM34G 1 AC-2 AC-1 O SMOKE DETECTOR FARENHYT IDP-PHOTO 29 W244 FAA Q ABOVE CEILING SMOKE DETECTOR FARENHYT IDP-PHOTO 5 W4 ❑F MANUAL PULL STATION FARENHYT IDP-PULL-SA 4 wP 95cd 95cd \ / \ 15cd 15cd 15cd W4 / \ '110 \ RETURN DUCT SMOKE DETECTOR FARENHYT IDP-PHOTOR ° —�o�-- o —�o�---�o --�o� S F S S S S S S S CIM S S S S S S S S S S S F AIM DUCT SMOKE DETECTOR HOUSING FARENHYT DNR 3 N1-1 N1-6 N1-5 N1-4 N1-3 N1-2 S1-6 M1-2 S1-7 S1-8 S1-9A S1-10 S1-11 SI-12 S1-13 M1-6 S1-14 S1-15 Si-16 St-17 S1-18 St-19 St-20 S1-21 S1-22 S1-23 S1-24 M1-2 M1-7 R MAIN LEVEL REMOTE ALARM INDICATOR LAMP FARENHYT RA10OZ 8 W4 BASEMENT LEVEL REV DATE DESCRIPTION APROEER m A.0 08-16-19 ORIGINAL RELEASEADDRESSABLE INPUT MODULE (MINIATURE) FARENHYT IDP-MINIMON 4 95cd W4 p G,RF S S S S S AIMMF2 RL MULTI-VOLTAGE RELAY SPACE AGE MR201CR 3 N1-1 M1-1 s1-1 S1-2 s1-3 S1-4 s1-5 M1-5 CEILING MOUNT AUDIBLE STROBE EATON HSWC 5 MFR Irl C (CANDELA SPECIFIED ON FLOOR PLAN) 0 70 TO 120 VAC FACP cm TO CENTRAL STATION AS REQUIRED PER INTERNATIONAL ARE CODE SECTION 907.6.6 VIA CELLULAR ARE RADIO R�FESS16 �� WEATHERPROOF WALL MOUNT AUDIBLE EATON ASWP-2475W-FR 1 TO GROUND DESIGN & DRAFTING BY: STROBE 75CD ( ) , FIRE ALARM WIRE TABLE PROJECT INFORMATION. INSTALLATION CONTRACTOR: SYMBOL DESCRIPTION MANUFACTURER FPLP MODEL BUDD MORGAN BUDD MORGAN ALARM COMPANY INC. CENTRAL STATION ALARM CO. INC. \oi CEILING MOUNT STROBE EATON STWC 4 Wl 16-2 TWISTED SHIELDED HONEYWELL GENESIS 4606 DOUGLAS ELLIMAN 2050 BELLMORE AVENUE, PO BOX 878 / \ (CANDELA SPECIFIED ON FLOOR PLAN) 2050 BELLMORE AVENUE OCARBON MONOXIDE DETECTOR - W2 14-2 TWISTED HONEYWELL GENESIS 4513 28200 MAIN ROAD BELLMORE, NY 11710 BELLMORE, NY 11710 CEILING MOUNT SYSTEM SENSOR C01224TR 4 W3 18-2 TWISTED HONEYWELL GENESIS 4602 CUTCHOGUE, NY 11935 NY STATE LICENSE NUMBER: 12000316984 516-221-0440 CONTACT: TRACEY MORGAN HVAC MOTOR STARTER W4 16-2 TWISTED HONEYWELL GENESIS 4511 OCCUPANCY CLASSIFICATION: B TEL 516-221-0440 FAX: 516-221-4848 �� (HVAC SHOUDOWN INTERCONNECTION) FURNISHED AND INSTALLED BY OTHERS 3 WE EXISTING WIRE TO REMAIN PAGE NUMBER: JOB NUMBER: 1 OF 1 BM-19-30-NC I VV NO. DATE REVISION 03/26/19 ISSUED FOR BID, FILING,CONSTRUCTI 04/11/19 ISSUED FOR BID, FILING,CONSTRUCTION I- I 09/13/19 ISSUED FOR CONSTRUCTION CC) check Software Version .1.1.0 A B C D E Fixture ID:Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) 11/04/19 ISSUED FOR FILING � Interior Lighting Compliance Certificate Fixture Fixtures Watt. Ll-8327:8327:FIXED 40W:Other: 1 1 40 40 3-RESTROOM(Common Space Types:Restrooms) 1_1-8327:8327:FIXED 40W:Other: 1 1 40 40 Project Information 4-CORRIDORS(Common Space Types:CorridoriTransition>=8 ft wide) L6-8327:8327:FIXED 18W:Other: 1 4 18 72 Energy Code: 2015 IECC L7-8327:8327:FIXED 18W:Other: 1 1 18 18 Project Title: DOUGLAS ELLIMAN Project Type: New Construction 5-LOBBY(Common Space Types:Lobby-General) L1-8327:8327:FIXED 4001:Other: 1 4 40 160 s EST 1911 i L2-8327:8327:FIXED 40W:Other: 1 1 40 40 D o ugha s E I I Construction Site: Owner/Agent: Designer/Contractor: 6-OFFICE1 (Common S a{� ce Types:Office-Enclosed) i n-i an 28200 MAIN ROAD MG ENGINEERING L1-8327:8327:FIXED 4001:Other: 1 1 40 40 CUTCHOGUE, NY 11935 116 WEST 32ND ST REAL ESTATE 7-OFFICE2(Common Types:Office-Enclosed) Additional Efficiency Package(s) NEW YORK, NY 10001 L4-8327:8327:FIXED 36W:Other: 1 1 36 36 8-RM3(Common Space Types:Office-Enclosed) Unspecified L10-8327:8327:FIXED 22W:Other: 1 2 22 44 L6-8327:8327:FIXED 18W:Other: 1 3 18 54 Allowed Interior Lighting Power 9-MAIN ROOM (Common Space Types:Office-Enclosed) A B C D L1-8327:8327:FIXED 40W:Other: 1 2 40 80 Area Category Floor Area Allowed Allowed Watts L2-8327:8327:FIXED 40W:Other: 1 2 40 80 (ft2) Watts/ft2 (B X C) 10-ENTRY(Common Space ypes:Lobby-General) 1-KITCHEN BREAKROOM(Common Space Types:Lounge/Breakroom) 150 0.73 110 L7-8327:8327:FIXED 18W:Other: 1 1 18 18 2-RM1 (Common Space Types:Office-Enclosed) 85 1.11 94 11-RM4(Common Space Tyoes:Conference/Meeting/Multipurpose) 3-RESTROOM(Common Space Types:Restrooms) 50 0.98 49 L6-8327:8327:FIXED 18W:Other: 1 4 18 72 4-CORRIDORS(Common Space Types:Corridor/Transition-8 ft wide) 170 0.66 112 L9-8327:8327:FIXED 40W:Other: 1 3 40 120 5-LOBBY(Common Space Types:Lobby-General) 230 0.90 207 12-RM5(Common Space Types:Office-Enclosed) 6-OFFICE1 (Common Space Types:Office-Enclosed) 65 1.11 72 L1-8327:8327:FIXED 40W:Other: 1 2 40 80 7-OFFICE2(Common Space Types:Office-Enclosed) 65 1.11 72 13-2 MAIN(Common Space Types:Office-Open Plan) 8-RM3(Common Space Types:Office-Enclosed) 85 1.11 94 L1-8327:8327:FIXED 4001:Other: 1 8 40 320 9-MAIN ROOM(Common Space Types:Office-Enclosed) 275 1.11 305 L2-8327:8327:FIXED 40W:Other: 1 4 40 160 10-ENTRY(Common Space Types:Lobby-General) 25 0.90 22 14-2 RESTROOM (Common Space Types:Restrooms) 11-RM4(Common Space Types:Confe rence/Meeting/Multi purpose) 180 1.23 221 L1-8327:8327:FIXED 40W:Other: 1 1 40 40 12-RM5(Common Space Types:Office-Enclosed) 120 1.11 133 15-2 RMI (Common Space Types:Office-Enclosed) 13-2 MAIN(Common Space Types:Office-Open Plan) 785 0.98 769 L1-8327:8327:FIXED 40W:Other: 1 2 40 80 14-2 RESTROOM(Common Space Types:Restrooms) 70 0.98 69 16-2 RM2(Common Space Types:Office-Enclosed) 15-2 RMI (Common Space Types:Office-Enclosed) 105 1.11 117 L1-8327:8327:FIXED 4001:Other: 1 2 40 80 16-2 RM2(Common Space Types:Office-Enclosed) 95 1.11 105 17-2 RM3(Common Space Types:Office-Enclosed) 17-2 RM3(Common Space Types:Office-Enclosed) 95 1.11 105 LI-8327:8327:FIXED 40W:Other: 1 2 40 80 18-2 RM4(Common Space Types:Office-Enclosed) 95 1.11 105 18-2 RM4(Common Space Types:Office-Enclosed) 19-2 RM5(Common Space Types:Conference/Meeting/Multi purpose) 105 1.23 129 L1-8327:8327:FIXED 4001:Other: 1 2 40 80 Total Allowed Wafts= 2893 19-2 RM5(Common Space Tyres:Conference/Meeting/Multipurpose) Proposed Interior Lighting Power L7-8327:8327:FIXED 1801:Other: 1 2 18 36 A B C D E L6-8327:8327:FIXED 18W:Other: 1 6 18 108 Fixture ID : Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Total Proposed Watts= 2098 Fixture Fixtures Watt. Mr - 1-KITCHEN BREAKROOM (Common Space Types:Lounge/Breakroom) L1-8327:8327:FIXED 4001:Other: 1 2 40 80 Interior Lighting Compliance Statement L2-8327:8327:FIXED 40W:Other: 1 1 40 40 Compliance Statement: The proposed interior lighting d s' r d ' t m nt is onsistent with the building plans, 2-RM1 Common$ ac T es:Office-Enclosed specifications,and other calculations submitted with t 's e fl ti se in rior lighting systems have been ( p e—yp ) designed to meet the 2015 IECC requirements in CO e V 40 I ith any applicable mandatory requirements listed in the Inspection Checklist. -*" fn i Name-Title 77Sig Date > O 9 AIW Project Title: DOUGLAS ELLIMAN Report date: 10/29/19 Project Title: DOUGLAS ELLIMAN O P� Report date: 10/29/19 FESSIO\`\ Data filename: N:\8327\Calculations\Electrical\8327 COMCHECK.cck Page 1 of 6 Data filename: N:\8327\Calculations\Electrical\8327 COMCHECK.cck - Page 2 of 6 i MEP ENGINEER: IdA AN MEngineering D.P.C./we engineer success 116 West 32nd Street,12th Floor,New York,N.Y.10001 P 212.643.9055 F 212.643.0503 www.mgedpc.net ARCHITECT: LOGISTIC SERVICES 105 MADISON AVENUE NY 10016 PROJECT: DOUGLAS ELLIMAN 28200 MAIN ROAD CUTCHOGUE, NY 11935 DRAWING TITLE: COMCHECK ENERGY ANALYSIS N O f – 6 2019 SEAL&SIGN U DATE: 11-14-18 PRO CT No: 8327.00 DRAWI BY: _ GWZ O * CHK SEC 2 S LE: N.T.S. c�: l cc LU DWG No: o� EN-001 . 00 0 ESS\ CADD FILE: DOB page: 12of13 i NO. DATE REVISION 03/26/19 ISSUED FOR BID, FILING, CONSTRUCTION 04/11/19 ISSUED FOR BID, FILING, CONSTRUCTION p 08/27/19 ISSUED FOR BULLETIN #2 09/13/19 ISSUED FOR CONSTRUCTION KITCHEN 150 SQ.FT. 11/04/19 ISSUED FOR FILING - `4„ r `' `""' •v.., • EST, 1911 u----ug1asE--i-,11 ,,,-nai -n= T=1I REAL ESTATE x 'T:ra lLl mi W REMAIN T_. IAT 3 I 1 I II LIGHTING NOTES: i € UN 1. FOR EXACT LOCATION, MOUNTING HEIGHTS AND SPECIFICATION OF ALL LIGHTING FIXTURES, j SWITCHES AND JUNCTION BOXES, SEE ARCHITECTURAL DRAWINGS. _ J I 2 I RE CIRCUITS ARE DESIGNATED Y NUMBER SHOWN : :". JUNCTION AL CIRCUMSTANCES. (PROVIDE r ." ........:...:.. .. ,,. _,'' ;... ,.....,,. .... :. _ ,. :.•;.:.;:.105SQ."FT. •:,. . : 1` AL CONDUIT WIRE AND AS WE ONLY UNDER SPECT ^,: WELL AS CEILING OUTLETS AND WHIPS REQUIRED TO 85 SQ.FT. ENERGIZE LIGHTING FIXTURES AS SHOWN. -- 3 L ® ;.: :- : • ALL BRANCH CIRCUIT WIRING SHALL BE RUN CONCEALED IN WALLS AND ABOVE HUNG LING, U.O.N., OR WHERE REQUIRED. FINAL CONNECTIONS TO LIGHTING FIXTURES SHALL CORRIbbRS GYP, ". CEI -..- .. .. BE MADE WITH WIRING HAVING 90'C RATED INSULATION. E a . :. 170 SQ.FT.; ,:.;...'• :. ... . . . .: .,:.,..-. ; . ...::....:' . .. .... .'...•' ::: ' i_�"--•-° 4. EMERGENCY FIXTURE. PROVIDE LIGHTING FIXTURES DESIGNATED WITH EM INDICATES .. - . . . ' '..°...:..... . . -. ,.::' .. .. . . �:�:�. � - REQUIRED (CONSTANT POWER SUPPLY). 5• THE LIGHT SWITCHING NG A DESIGNATIONS ARE SHOWN LOWER CASE LETTER NEXT TO - --' - L1 L1 L'' FIXTURE. FOR EXACT SWITCHING ARRANGEMENTS REFER TO ARCHITECTURAL DRAWINGS. s. _ - ; 6. ALL PENETRATIONS AND OPENINGS SHALL BE FIRE STOPPED WITH BUILDING APPROVED `' FIRE STOPPING MATERIALS. IJ7. COORDINATE EXACT CEILING MOUNTED AND WALL MOUNTED VACANCY SENSOR PLACEMENT WITH WATTSTOPPER MANUFACTURER FOR OPTIMAL USE. L 11 8. LIGHTING CIRCUITING SHOWN HERE IS FOR INFORMATIONAL PURPOSES ONLY. UTILIZE 50 10.FT. l i'. — ' SPARE AND EXISTING CIRCUITS MADE AVAILABLE THRU DEMOLITION IN EXISTING ELECTRICAL •RESTR00 230 SQ.FT. `°' 95 SQ.FT. PANELS FOR NEW LIGHTING CIRCUITING. 1s 70 SQ.FT. 9. ELECTRICAL CONTRACTOR TO ENSURE WALL MOUNTED SWITCHES ARE NOT BLOCKED BY — : ry =- .._N LOBBY 2RM4 DOOR OPENING. COORDINATE WITH ARCHITECTURAL DOOR SCHEDULES. ? .; _ 2 RESTROOM �� 10. ALL NEW OPEN AREA AND CORRIDOR LIGHTING SHALL BE CONTROLLED BY TIMECLOCK. L1 L1 11. REFER TO E-501 DRAWING FOR ADDITIONAL LIGHTING CONTROL DETAILS. L1 L1 785 SI.FT, 12. UNLESS OTHERWISE NOTED NEW LIGHTING CIRCUITS ON THIS DRAWING SHALL BE EMT'�—j 2 MAI( CONNECTED TO EXISTING ELECTRICAL PANEL. _ ___ LAU L-U-j 11 ILIL __ ..�. _. .m Ll L ' 95 SQ.FT. OFFICE( 65 SQ.FT. 120 SQ.FT. 2 RM3 I RM5L1 41 OF ICE2 65 Q.FT. € -- C",l� 1_4 E?t {( 6 C...._..A 7'-3" � 95 SQ.FT. L' L€ - 2 RM2 ! LG LG Lv ❑ ❑ ❑ ( L"€ Ll 1 ,6„ MEP ENGINEER: 85 SQ.FT. kGT `RM3 i ; • L€ ®L 6 13116 1 180 SQ.FT. y MGEngineering D.P.C/we engineer success t � RM4 105 SQ.FT. I 116 West 32nd Street,12th Floor,New York,N.Y.10001 P 212.643.9055 F 212.643.0503 www.mgedpc.net d LJ € 2 RM1 —T L1 L1 ARCHITECT. 275 Q.FT. .. ®:,6 ®L6 ! T _ LOGISTIC " MAI ROOM SERVICES 105 MADISON AVENUE NY 10016 i 13 L7 PROJECT: 2ENTRY 5 SQ.FT. '`e DOUGLAS ELLIMAN 1 ,7 28200 MAIN ROAD �= =' CUTCHOGUE, NY 11935 DRAWIING TITLE: COMCHECK SUPPORT DOCUMENTATION GROUND FLOOR ELECTRICAL LIGHTING PLAN 2ND FLOOR ELECTRICAL LIGHTING PLAN _ V SCALE: Y"=1'-0" SCALE: Y"=1'-0" N OV — 6 2019 SEAL&SIGNATURE: DATE: 11-14-18 PRO ECT No: 8327,00 " N DR TNG BY: GWZ K BY: SEC O,p O SCALE: 1/411=11-011 G r Z * DWG No: t ' ^ z AT H 'EL EN-002 . 00 70 IONPL� CADD FILE: DOB page: 13 OF 13 \ \ I II d DECORATIVE PLATE ANCHOR AT EACH STEEL BEAM (TYP) \ EXIST. ROOFING � I \ I I EXIST. 3x8 ROOF RAFTER W12x35 DROPPED \ EXIST. 3x8 3 11-19-2019 ISSUED FORBID (2 1 JX9 JX LVL. INSTALL \ CEILING JOIST 2 12-10-2018 REVISED PER FIELD CONDITION TIGHT TO UNDERSIDE OF EXIST. CEILING JOIST REMOVE EXISTING BEAM AND , EXISTING BEAM TO BE REMOVED 1 05-09-2018 ISSUED FOR BID/PERMIT INSTALL NEW (2) 1 jx9 jx LVL. I i NO. DATE COMMENT B.O. EXIST. JOIST OWNER/CLIENT - EL.= 10'-8" V.I.F. I i 00 T.O. STEEL I EL.= 10'-0" +741 -- --------------------------------- -------------- EXIST. 3x8 R.R. EXIST. 3x8 R.R. ----------® ®-----------pp" V 0 ANCHOR @ 2'—0" O.C. @ 2'-0 0.C. DECORATIVE WALL PLATE 12 GAGE UTILITY ANGLE VNEW STEEL BEAM W12x35 DROPPED EACH SIDE OF BEAM. SEE PLAN FOR SIZE —EXIST. EXTERIOR SCREW FASTEN INTO WOOD BEARING PLATE DOB STAMP k SIGNATURES AND STEEL BEAM 9N NON SHRINK GROUT BRICK WALL 6"x1"x0'-9" BEARING PLATE s-poiSECTI ON �- ON NON-SHRINK GROUT (TYP) SCALE: 1/2" = 1'-0" S-101 ,� � r � . EXISTING EXISTING F '4 `-------- -------- „P t•, t ATTIC JOIST ATTIC JOIST uj To � r ,n i .07 .1` L� I I � W12x35 DROPPED it it I I I I DOB SCAN EXIST. 3x8 R . ,EXIST. 3x8 R.R. @ 2'—0' 0.C. @ 2'-0" O.C. d w STRUCTURAL ENGINEER STEEL BEAM - CONSULTING ENGINEER,P.C. SEE PLAN FOR SIZE 550 NORTH COUNTRY ROAD,SUITE F SAINT JAMES,NEW YORK 11780 EXIST. BRICK WALL (TYP) R F'�sa 5 ' j j_ 924 W12x35 DROPPED _`IL I PIL @T D�AENGiNEERS.COM I I I I I MEP ENGINEER � I I � I � I I � I I EXIST. WINDOW TO I REMAIN (TYP) uj BACKING BAR—//*" AR WELD ACCESS HOLE (TYP.) POCKET NEW LVL INTO EXISTING BRICK WALL (' ) TYPICAL MOMENT SPLICE DETAIL A'4� rosenbaumdesigngroup SCALE: NTS a r c h i t e c t u r e - -------- - NOTES: 11 1. WELDED CONN. TO CONFORM TO SECTIONS J OF THE AISC STEEL. 2001 MARCUS AVENUE Tel: 516.616.6111 LOBBY EAST WING Fax: 516.616.6222 2. ALL WELDING SHALL BE IN ACCORDANCE WITH AISC AND AWS CODE FOR WELDING LAKE SUCCESS, NEW YORK 11042-1011 mail or—d—g.com IN BUILDING CONSTRUCTION, AWS D1.1, AND MUS BE PERFORMED BY CERTIFIED 14'-0" t 14'-0" f WELDER. ELECTRODES SHALL BE E70 SERIES. PROJECT 28,-0„ t VAULT REMOVAL 28200 MAIN ROAD CUTCHOGUE,NEW YORK 11935 ROOF FRAMING PLAN- NOTE: SHEET TITLE SCALE: 1/4" = 1'-0" AT CONTRACTORS OPTION; NEW STEEL NOTES: BEAMS MAY BE SPLICED. ALL SPLICE ROOF FRAMING PLAN, CONNECTIONS SHALL BE DESIGNED 1. --------- INDICATES EXISTING BEAMS / JOISTS. FOR FULL CAPACITY OF BEAM. SECTIONS & TYPICAL DETAILS 2. INDICATES NEW BEAMS/ JOISTS. 3. TOP OF NEW STEEL ELEVATION = 10'-0" f. 4. ALL EXISTING CONDITIONS AS SHOWN ON PLAN ABOVE SHALL BE VERIFIED IN THE FIELD PRIOR TO START OF CONSTRUCTION. DRAWN BY DWG NUMBER JR CHECKED BY TM DAIS smiolloo 04-03-2018 160T07-11