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HomeMy WebLinkAbout42599-Z agU 4cQ� Town of Southold 9/6/2018 P.O.Box 1179 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39884 Date: 9/6/2018 THIS CERTIFIES that the building ALTERATION Location of Property: 1515 Youngs Ave., Southold SCTM#: 473889 Sec/Block/Lot: 60.4-6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this,office dated 3/15/2018 pursuant to which Building Permit No. 42599 dated 4/23/2018 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 as applied for. The certificate is issued to Romanelli Realty Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 18-50536 8/8/2018 PLUMBERS CERTIFICATION DATED 9/5/2018 Th s Hewitt, . W&A, ut o ' ignature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ., V SOUTHOLD, NY A'ol 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#: 42599 Date: 4/23/2018 Permission is hereby granted to: Romanelli Realty Inc PO BOX 544 Lindenhurst, NY 11757 To: construct interior alterations to existing commercial building as applied for. At premises located at: 1515 Youngs Ave., Southold SCTM # 473889 Sec/Block/Lot# 60.-1-6 Pursuant to application dated 3/15/2018 and approved by the Building Inspector. To expire on 10/23/2019. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $678.80 CO -COMMERCIAL $50.00 Total: $728.80 uilding Inspector 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 ��11 Date. 3— New Construction: rr Old or Pre-existing Building: X (check one) ��,,� Location of Property: I J ` Y o l�� Ave- � '1 [A House No. —Street Hamlet Owner or Owners of Property: -Rom nc.", I ! Rea-1 Suffolk County Tax Map No 1000, Section CP Block Lot & Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (c eck one Fee Submitted: $ A licant S66nature Certificate of,Compliance' _... ..... ................:......_......................._............................. .... ................................ ............................ , 'CERTIFIED-ELECTRICAL- INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P...._...: (631. . ) 598-5610 :.......................................................... .................._......................._.........................:......................_................... . CERTIFIES THAT Upon the application of Upon premises owned by Ryder Electrical Burt's Reliable 810 Deer Park Avenue '1515 Young Avenue Dix Hills, NY 11746 ', , Southold, NY 11971 Located at: 1515 Young Avenue, Southold, NY 11971 Application Number#: 18-50536 ,Certificate#: 18-50536 Electrical License#: 32427-ME Section: 60 Block: 1 Lot: 6 Building-Permit M 42599 Described as a Commercial occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at:- 1 st Floor Renovation - A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein,was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement, and Administration,,or other'a_uthority having jurisdiction, and found to be in.compliance therewith, on the 8th day of August 2018, Name , QTY ; Flourescent Fixture- 15 Amp, 120V 10 Switch - 15 Amp, 120 V 21 Motor- 15 Amp, 120V 1 Furnace Circuit- 15 Amp, 120V 1 AC Blower- 15 Amp, 240V 2 GFI Receptacle-20 Amp, 120V 6 Duplex Receptacle-20 Amp;120V 45 AC Condenser-20-Amp, 240V 4 LED 2x4'Fixture- 15 Amp, 120V 23- _Electrical Inspector: Anthony Giordano OWE ­X% DD E=D �a°APPR0Va9D o= AUG 1 5 -201 BUILDINGDEPT., PT., TOWN OF SOUTHMA certificate is not valid unless raised seal-is present. Certificate of Compliance . . .................... .. ..................... ... ....... ...._.....................................................I........... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ...................................................... ......... .......................................................................................... CERTIFIES THAT Upon the application of Upon premises owned by Ryder Electrical Burt's Reliable 810 Deer Park Avenue 1515 Young Avenue Dix Hills, NY 11746 Southold, NY 11971 Located at: 1515 Young Avenue, Southold, NY 11971 Application Number#: 18-50536 Certificate#: 18-50536 Electrical License#: 32427-ME Section: 60 Block: 1 Lot: 6 Building Permit#: 42599 Name QTY Comb Emerg/Exit- 15 Amp, 120V 5 Floor Receptacle-20 Amp, 120V 2 LED 2x2 Fixture-15 Amp, 120V 10 Recessed Fixture- 15 Amp, 120V 23 Electrical Inspector: Anthony Giordano This certificate is not valid unless raised sea! is present. D LRCEEDV[E AUG 1 5 2018 D BULL\IG DJ-?PT. TOWN OFSO �i01,D Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G- i Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD i CERTIFICATION Date: J a Building Permit No.A-1-0, _ Owner: Martin Romanelli (Please print) r n Plumber: —7-XC� 1��etlff 'tel/e , (Please print) - I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (P&&A ignature) Sworn to before me this day of JG�.��� 20\% f ALICIA WALKER Pul�Jis State of Weer York N®.0 fllA/A6153064 Qualified in Suffolk County Nota Public �. Commission Expires Sept.25, Notary o\� Count i SOUTHOLD TOWN FIRE MARSHAL RFisher o • �� 631-765-1802 x5028 yol f NOTES & COMMENTS robert.fisher@town.southold.ny.us Business/Job: qBogl is - V-ZLI q:ug Address: / �� S , '�U�, .� �E S/B/L: Date: �--ft-d % v(-;�. Oce oc) 777 0,�-A o / or zCC6 P�Tr�A��Cs� FireN otes-18-2-w-seal.docx BOE SOUIy # * TOWN OF SOUTHOLD BUILDING DEPT. 766-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] IROUNDATION 2ND [INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ftv)4 Ftmo v (/IPNy1` '� r� ✓ 6dAl~bW IJ o DATE INSPECTOR VAI qv9 cz%rf SoI TOWN OF SOUTHOLD BUILDING DEPT. coutm, 765-1802 INSPECTION [ ] FOUNDATION 1ST -[ ROUGH PLBG. [ ] F UNDATION 2ND [ ] INSULATION [ 'FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Y Vftk kuwol— .4 ' DATE INSPECTOR o�a0 UTyOI TOWN OF SOUTHOLD BUILDING DEPT. courm,N�'' 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Yep Pr w i DATE INSPECTOR Of sour 0 H TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE `�� P INSPECTOR FIELD INSPECTION REPORT7 DATE COMMENTS CNR r�� FOUNDATION (1ST) v 1 ►=� H ---------------------------------- FOUNDATION (2ND) �iV�� ��'�` y t to i 1� ✓m � �. r �sv u o ROUGH FRAMING& D • � H PLUMBING ' C INSULATION PER N.Y-. H STATE ENERGY CODE to ph W t 1/L�i S FINAL ADDITIONAL COMMENTS il-J 'l+ C% 1Ca 10* S Sar✓ NlttrJ Cruet ✓S e7V r N W °z d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST r Bb&DING 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)765-9502q�A Z Survey Southoldtownny.gov PERMIT NO. JjCheck Septic Form NY.SDEC Trustees C.O.Application 4b Jf �Flood Permit Examined R20 � Single&Separate l G9 Truss Identification Form Storm-Water Assessment Form 20gQ ]��/�Contact: /� �! Approved v MAR 1 5 I v I d N f�- �a1rW l ` —b� 4s t,, ALram Disapproved a/c A 1 S,d 7�✓j L�'� 1�...1�'PaI°d�j11�t{e� • Phone: Expiration 20 1WN Buildin Ins c r APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and subrmtted 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 Buildmg 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 Pre C (Signature of applicant or name,if a corporation) 1515 Youngs Ave. Southold, N.Y. 11971 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Owner C Name of owner of premises �I,��v\P \� QLCJ J C, (As on the tax roll or latest deed) IfaDplicant is a c oration,signature of du C authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. VA Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1515 Youngs Ave. Southold, N.Y. 11971 House Number Street Hamlet County Tax Map No. 1000 SectiofrL�� t Block Lot b (PC) l ' Subdivision Filed Map No. Lot 1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Heating Oil Delivery Business with administrative offices. b. Intended use and occupancy Heating Oil Delivery Business with administrative offices. Interior 3. Nature of work(check which applicable):New Building Addition Alteration X Repair Removal Demolition Other Worno (Description) 4. Estimated Cost $75,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1A A Number of dwelling units on each floor If garage, number of cars Oil delivery Business, 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. Administrative offices 7. Dimensions of existing structures,if any:Front 30'-0" Rear 30'-0" Depth 72'-9° Height Number of Stories 2 Dimensions of same structure with alterations or additions: Front No Change Rear No Change Depth 79'-3" Height No Change Number of Stories 2 8. Dimensions of entire new construction:Front NA Rear NA Depth NA Height NA Number of Stories NA • 9. Size of lot:Front 150 Rear 150. 13, Depth 2542) 10.Date of Purchase k 12- Name of Former Owner — • 11.Zone or use district in which premises are situated L • Z 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO— MAX-TAO OMAX-TAof ROMA V-5V-U-'% 14.Names of Owner of premises PT r-16• Address1515youngs Ave,Southold,Nvphone No.631-765-3767 Name of Architect Melvin I. Gonzalez R.A. Al Address 91 Prospect St Huntington,Nvphone No 631-385-7722 - Name of Contractor Begon Construction Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO x *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO x *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. v 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 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF 5 q & Martin Romanelli being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Piz-e,-,\ 0�' Ok­ (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 VULNER o ty 1c to e4 oTNew York 11ZNo.OIWA6153064 Notar bjGoon Expires Sept.25•� Signature of Applicant i SO�a�,o <o ' Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q roger.richertfa taO`wn s)O o15.ny us Southold,NK 11971-0959 �l • �O ! BUILDING DEPARTNEW TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date: Company Name: Name: License No.: Address: Phone No.: 1 JOBSITE INFORMATION: (*Indicates required information) *Name: Martin Romanelli (Burts Reliable) *Address: 1515 Youngs Ave. Southold, N.Y. 11971 *Cross Street: Hummel Ave. *Phone No.: 631-765-3767 Permit No.: Tax-Map District: 1000 Section: Block: (gyp Lot: `—Fa *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Interior alteration, rear portico enclosure, new siding and some new win ows. r (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: YES! NO Temp Information(If-needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350, 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form _. . ... �,��-� .. ��. v,. �,,,�„ ,; { 1�� Y� �, . .„ 4P'... f. � "1 � s`� iYe w t�� .. ._.,. r� � �. -. i h �u i e i 1 `n �t� �� o a . �"j`t...:�. / { is � a ]. ,:._ F v-_' h; i T.� �� a ,�� t , ,�� .k- �k,. �: , ,, r - :�o. .� ... �� F' ia� i r ,,¢ y`�:.�y .:y;; n _...,. ,, F s� �at;} „�� — .. �: ^^w. ` � r ,._L { �� & � u ��a '�' aa. 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CONSENT TO INSPECTION �\oww,,,AVII Ret,,� Nvv,, 1�1441� Paen� 41,, �5 ,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 kSVS y -xe sa�Ac\r�,okCk W`-k W-11, which is shown and designated on the Suffolk County Tax Map as District 1000, Section4'11U°I,Block W a ,Lot 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: t a-�SW-=AoV-- AUOFt<ATi© j5 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: (Signa e) (Print Name) (Signature) (Print Name) GALLAGNER,NOMBURGER&GONZALU ARCHITECTS,PLLC ... EM 91 PROSPECT STREET HUNTINGTON, NEW YORK 11743 Phone 631-385-7722 Fax 631-385-7771 Email: mel@ghgarch.net TO: Town of Southold April 19,2018 Town Hall Annex Building 54375 Route 25 P.O.Box 1179 Southold,NY 11971 Attn: Amanda Nunemaker RE: Burt's Reliable 1515 Young's Avenue Southold,NY Project No.: 17:09 We are sending you [XI ATTACHED VIA : FEDEX the following items: COPIES DATE TOTAL SHEET_` DESCRIPTION OFFICE NO. SIZE = CODE 4 of 7 4-18-18 28 24x36 Architectural Construction Drawings B' ` (Signed and Sealed These are transmitted as checked below: [X] FOR YOUR USE [X] AS REQUESTED REMARKS For Filing with the Building Department DATE(MMIDD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 03/14/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACTNAME: Knipfing 8r Klein Agency Inc R-T Specialty,LLC PHONE 631 584-6222 F'� (631)584-5186 A/C 6450 Transit Road E-MAIL Ext ( ) AIC No ADDRESS' Depew,NY 14043 INSURERS AFFORDING COVERAGE NAIC# INSURER A:ADMIRAL INSURANCE COMPANY 24856 INSURED INSURER B. Bergon Construction Corp PO Box 305 INSURER C. Lake Grove,NY 11755 INSURER D. INSURER E INSURER F. COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR S POLICY NUMBER MM/DD MM/DD A X COMMERCIAL GENERAL LIABILITY CA000027293-01 05/10/2017 05/10/2018 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ®OCCUR DAMAGE TO EMRENTED 50,000 PRISES Ea occurrence $ MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 PPOLICY JE� LOC PRODUCTS-COMPIOP AGG $ 2,000,000 OTHER $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ S NON-OWNED PROPERTY DAMAGE HIRED AUTO $ AUTOS Per ac.,ZI UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ 71 DED I I RETENTION$ 1 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE E L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold Building Department AUTHORIZED REPRESENTATIVE 53095 Route 25 SOUTHOLD,NY 11971 ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD AGENCY CUSTOMER ID:900304 LOC#: -AC<?R L)I ADDITIONAL REMARKS SCHEDULE Page Of AGENCY NAMED INSURED Knipfing&Klein Agency Inc Bergon Construction Corp POLICY NUMBER PO Box 305 CA000027293-01 Lake Grove,NY 11755 CARRIER MAIC CODE Admiral Insurance Company 4856 EFFECTIVE DATE. 05/10/2017 ADDITIONAL REMARKS THIS ADDITIONAL REMARKS FORM IS A SCHEDULE TO ACORD FORM, FORM NUMBER:25(01/14) FORM TITLE: Certificate of Liability Insurance This Page Intentionally Left Blank ACORD 101 (2008/01) ©2008 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Air Unit Dimensions s -0I RA16 Series �//� �{/ �aj Cor/�` J Unit Dimensions OPERATING SHIPPING MODEL H(Height) L(Length) W(Width) H(Height) L(Length) W(Width) NO. INCHES mm INCHES mm INCHES mm INCHES mm INCHES mm INCHES mm RA1618A 27 685 29.75 755 29.75 755 27.375 695 32.25 819 32.25 819 RA1624A 27 685 33.75 857 33.75 857 27.375 695 36.25 921 3625 921 RA1630A 27 685 35.75 908 35.75 908 27.375 695 38.25 972 3825 972 RA1636B 31 787 33.75 857 33.75 857 31.375 797 36.25 921 36.25 921 RA1642A 39 990 35.75 908 35.75 908 39.375 1000 38.25 972 38.25 972 RA1648A 45 1143 35.75 908 35.75 908 45.375 1153 38.25 972 38.25 972 RA1660A 51 1295 35.75 908 35.75 908 51.375 1305 38.25 972 38.25 972 ALLOW 60"[1524 mm] OF CLEARANCE � n R W D t 5 C R G E H SERVICE PANELS/ INLET.CONNECTIONS/HIGH&LOW VOLTAGE ACCESS ALLOW 24"[610 mm]OF CLEARANCE AIR INLET LOUVERS ALLOW 6"[152 mm]MIN.OF CLEARANCE ALL SIDES 12"[305 mm]RECOMMENDED [ ]Designates Metric Conversions ST-A1226-02-00 INTEGRATED HOMECOMFORT I h� .-;f `7-77 :u^^^^�r..,,,,..,,„",,,-,,,,''_,-,r_=,.,'--,-,'."^,,+-ry-^^-,',--^' ;q^r.?..=-Vis""/,""wT'.";..'^ . '.r•y.,, ..w*. /t 1/� �� d'�.il udr' . , - >` r �'•:u ,., .,x•.n :*.�.aL;r U.S Government Federal law prohibits removal"of^this libel before consumer' ic-na I Central Air Conditioner 'RHEEM SALES COMPANY,INC. Cooling Only Model RA1330AJINA Split System Capacity 28,400 Btu/h Efficiency Rating (SEER)* n This system's , 13 . 0 - 15 . 5 efficiency rating depends on the coil your contractor installs with this unit.Ask for details. 13,0 26.0 Least Efficient . Most Efficient For energy cost info,visit Range of Similar Models Productinfo.energy.gov *Seasonal Energy Efficianty Ratio 4 t Notice The Installed system must meet minimum federal regional efficiency standards See productinfo.energy.gov for certified coil combinations i Minimum Standards i ' — North Southeast Southwest SEER 13 14 14 W 1 122 EER t1 117 @ •o� - 1 Units with rated capacity of less than 45,000 btA North AK,CO,CT,ID,IL,IA,IN,KS,MA,ME,MI,MN. It Units with rated capacity equal to or greater than MO,MT,NO,NE,NH,NJ,NY,OH,OR,PA,RI, 45,000 btulh SD,UT,VT,wA,wV,WI,wY Southeast AL,AR,DC,DE,FL,GA,HI,KY,LA,MD,MS, NC,OK,Sit`TN,TX;VA,U S Temtones Southwest AZ CA,NM;,-NV to .. t �! = Energy Efficiency Ratio(EER):Could range from 11,0 to 13.0 depending on coil*installed with this unit 1 SCDHS Ref. # CIO - 98 - 0009 V SCOHS REF. # C10 - 98 - 009 CAST RAN FRAME AW COVER TO GRADE FaW.SI+IED GRADE • N/O/F AGWAY, INC ' c rw busrnesS _ SAN/TAR r REQUIREMENTS: I PUBLIC WATER J r 25611 f Actual i. I HU A VE. SITE AREA 0.883 acres ' MLEr ` 257,88' ( Deed ) 32.9 CMF TOTAL BLDG. AREA __ ADDITION 900 6 sq. i% 'lam 2.9'CAN_ RET. WALL q• 2944.8 sq. /1. .\\{6 \\ d CW2 ao• N. 7l'26'00" E. -- P /�,u,oHe rrror�rn'c.�� 72.8' ' -� _ GARAGE _ 1500 5 6- ` � AREA 38,459 sq. ft. TOTAL 4444.8 sq. /1. 2a Pl �® a �a3' / 2 3 q �r 6/�y CANa w/, �` m J MAX ®�� < �, s� Mrs LOT COVERAGE ALLOWABLE FLOW � ( No HEAT 1 i HC N �`� �y y a1Heli r EXISTING = 22% 0 9 p AFTER CONSTRUCTION =29% 600 d. 0.863 (lobe GARAGE `� r9 O LANDSCAPED = 2% gP " ac. 529.8 gpd. w8 �emv oed)� a S�orGu�B/>-6PWr' . y r 42:3 Q) CON - ---- ! h ZONING DISTRICT - L.I. ,SEWAGE DISPOSAL DESIGN CALCULATIONS rlo po><atib/e Wo feY� 30.3 7/.7 • c v -- -- - GARAGE '- 1500 sq. /1, - 0.04 gpd - 60 gpd e'er �'� o ;� �aMn 9PLJ FIRE DISTRICT - SOUTHOLD NON MEDICAL OFFICE - ..0.06 gpd. / sq. /l. M OSI / KEY d o 9✓� SCHOOL DISTRICT - SOUTHOLD q. gp gp MAP T� 2944.8 s !1. 0.06 d 176,7 d � � 1�' ? ASPHALT 6,. rft"OVE OWL#VWA10.3' Z9� � • , B, 5 �' � ay � LEACH/NG POOL 236.T gpd. 0 •--s Woad `, T o Test Boring BAcou A"rmAL To me mcm 91" sArm Arm arrAv� a wrc rovEnunow ��,' I/ou. 27.6 �I PARKIN H 236.7 gpd = l.5 sq..11. ' 157.8 Sq. //. 0' qz ""AW AW TA ' ` �'°�"'" � ® (,p• � 6C � - LEACHING POOL - PROPOSED Lad Sand 8 °` "�` to ' , 1 OFFICE / I stalls TYPICAL LEACHING POOL � �' ��F bof/�� �� IZ � � � ,`� � STORAGE 8 EMPLOYEES 9 l- 8'0 L,F, r12' Deep 0.5 Various Colored 27.14 w C,_ -- - --' ' ` `� d a .°; Toto/ 20' stalls TOTAL SIDED'/ALL AREA = 301, sq. fl. Flne !o Coarse ¢jorrc�^ i3 W d ^ Sand SW CAST IRON COVERS V �� 3 Q 3 c SEPTIC TANK - 900 GAL. F1N/SHfO G ADE . DRAINAGE CRITERIA 12' CONCRETE t •A S P H A L T �, a Coowse FSond o p4' r 0'' e Q ' ' q• PLAN OF PROPERTY sw rxA ,e eEJwarle rxAe a MN /-o d ver f a < 1 C O i BUILDINGS 3587 s fl. aa.Er c ,r=• v ourLEr \ /%// e 9�, n ,,3587-/ 0.17 6/0 cu. f t. ,.�. O - AT SOUTHOLD CLASS WK �h ------- ----- r e �` l8 OR EouvAr avr FLor carte r,. NN ,•!VA V � /ET' C�n .hft pr EO AL u,M• rr 2400 WT 2 ----- ,,,.� Q _ OF MT"Z.a W PARKING = 23/25 sq. ft. TOWN OF SOUTHOLD o v 23/25 x I ' x O.I7 = 39.31 cu. ft. ' Q SUFFOLK COUNTY, N. Y. 4'W l� 1000 - 60 - 01 - 06 4*UK w e , , - / Z �... SCALE• Y' = 20' �' / - - +� E w �u J OTHER - 4595 sq. tl. MAR 34 1988 2 m n l4595 x 0.3 x 0.l 7 = 234 cu. ll. April 2.3, 19 9 b(re✓•s ion s) SEPTIC TANK o = a d capX PAM s °1""� � � i® O 4 775 cu.Il. JUNE 26. 1998 ! C.P. water /m. 4i dares 30.$ 4775/42.2 = 113 VF - JULY 29, 1998 f revlslon J 8.01 22 021 20 /9 / I )!v /5 r /4 113//2 ; 9 - 8'0 x 12' deep L.P.s Aug. 6, /998 (Revision) 23 �ve / �r '�s - �' 7v a'.riv2 �� V•eh / es - O 3 1999 ( revision h o f d ;� �M. Mar. 9, 1999 (final) ) cv N (u i 1 - DEC. 20, 2004 N O i March 27, 2009 (REVISIONS) ✓ r ~ O M CIO IV WAL[ iq 12.3' ` to t °SFR. SHED FR. SHED Aki rc. #AW257.88' ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION C'L .A�� Z N; STOCKADE FENCE ALONG PiER �`� rr 3 0 OF SECTION g209 OF THE NEW YORK STA TE EDUCATION LAW 0' C ` of EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICA-IONS . ;. 1 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF S. 71026'00' W. SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 30 WHOSE SIGNATURE APPEARS HEREON __ N.Y.S. LIC. NO. 49618 I PUBLIC WA TER - ADDITIONALLY TO COMPLY WITH-SAID LAW THE TERM 'ALTERED BY' - - - - - --- -- ECON/C,CSUR EYORS, P.C. LONG ISLAND IAL BROAD MUST BE USED BY ANY AND ALL SURVEYORS UTILIZING A COPY CONTOUR LINES ARE REFERENCED OF ANOTHER SURVEYORS MAP. TERMS SUCH AS INSPECTED AND (510_765-_:5020 'BROUGHT-TO-DATE' ARE NOT IN COMPLIANCE WITH THE LAW. TO AN ASSUMED DATUM ;tRO�+ 09 123 ER STREET SOUTHOLD, N.Y. 11971 98 - 142 D oud 4PRDA 3 1 DNS NOTED q DATE: B.P.#FEE: BY: NOTIFY BUILDING DEPAR SENT AT 0 6'-1" I 765-1802 8 AM TO 4 PM FOR THE jDN I ;il I FOLLOWING OCCUPANCY OR R8'-71/2" 16'-3" 1. FOUNDATION ;- TWO REQUIRED POUREDFOR CONCRETE USE IS UNLAWFUL L2. ROUGH FRAMING & PLUMBING 3. INSULATION WITHOUT CERTIFIuAT 4 FINAL -BE COMPLETE FORCONSTRUCTION MUST C 0. OF OCCUPANCY o ( ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW C14 YORK STATE. NOT RESPONSIBLE FOR -1 DESIGN OR CONSTRUCTION ERRORS. Tt I COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES LID AS REQUIRED AND CONDITIONS OF SOUTHOID TOWN PL 1 0ARD —SOTOVVN TRI EES 17'-5" 'FIRE INSPECTION a REQUIRED B3S-"C)r,7 OPENING o ELECTRICAL o I INSPECTION REQUIRED FLUMBINr. TRUSS PLACAnDINS REQIIIR'=[I WASTE EXISTING J -77 SECOND FLOOR � - - - - - - - - - - - - - - - - L_ — PLUMBER CERTIFICATION SCALE: 114" = 1'-0" ON LEAD COIW'TEN- Ccf k-,i CERTIFICATE OF OCCUPANCY All exterior Ii�hting SOLDER USE2/10 D./N WATER� Ia�stalled, replaced o-.SUPPLY SYSTEM CANNOT t'op^fired shall canfcr.' EXCEED OF 1% LEAD.. to Chapter 172 –�– — of the Town Codc T-5" M DN UP Mg1-31' 0 0 16'-11" o � 9'-71/2" ~ � � 0o a ti _ 14'-11" 4'-0" Rt zo in I O CD O 6'-0" 4'-5" 7'-7" IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS.,ACTING UNDER THE DIRECTION OF GALLAGHER HOM13URGER GONZALEZ ARCHITECTS,PLLC,TO ALTER AN ITEM ON'T14ESE DRAWINGS, IN ANYWAY. - _ All drawings and copies thereof are instruments of service and as such 0 Preliminary (p remain the property of Gallagher, Hamburger Gonzalez Architects, PLLC 3 For Construction They are to be used only with respect 17'-101/2" 13'-7" 10'-4" to this pro)ect. nth the exception of ® Not for Construction • one complete set for each party to the contract, all copies ore to be 0 ReView Set rl to O ' returned or suitably accounted for to �, Gallagher Hamburger Gonzalez Architects, pp PLLC, upon completion of the work, ® Bid Set T1 ri �C 7'-3" ra Proposed Alteration at: Burt's Reliable 2-5" 1515 Young's Ave. Southold, New York R rfl n Id I4'-10" Fo-] GALLAGHER 91 PROSPECT STREET HUNTINGTON, NEW YORK 11743 HOMBURGER (631)385-7722 D l " (631)385-7771 fax EXISTING I I ` . ., ,., GONZALEZ FIRST FLOOR I `� info h arch.net SCALE: 114" = 1 '-o° s ARCHITECTS, PLLC @9 9 �D • — — Tei date: drawing no: ED ARC, 1-23-13 '41�/V In , as noted A e = revisions: 2-13-18 3-2-18 file no: 17:09 THESE DRAWING5 AND 5PECIFICATION5 HAVE BEEN DE51GNED IN ACCORDANCE SITE / BUILDING DATA WITH THE WOOD FRAME CONSTRUCTION MANUAL(ANSI/AF AND 201 5 IBC) DESIGN CRITERIA (2015 IBC) TAX MAP NO. DIST: SECTA73889 BLK: 60 LOT:1-6 GROUND WIND DESIGN SEISMIC SUBJECT TODAMAGEFROM WIN FR ICE SHIELD AIR MEAN CURRENT ZONING: L.I. SNOW DESIGN DESIGN UNDER- FLOOD FREEZINANNUAL 721-911 LOAD Spad ION aph,< Sp<nal Wwd-b me CATEGOR Weed sting Ft H. Termie TEMP. LAYMENT HAZARDS INDEX TEMP. imp°) ER W'adRe,�°° 'xb°aZ°°° REQUIRED OCCUPANCY CLASSIFICATION: Business Group B lb. mph NG ND Yea "B" SEVERE 36" � 15e RaQURED No !"Lo 52.9- 30 FIRE HAZARD: GROUP B LOW HAZARD Exposure Category : Exposure D CONSTRUCTION TYPE: TYPE V-B Wind-Borne Debris region : YES within I mile of the coast line EXISTING BUILDING AREA: 2,890.13 S.F. DESIGN LOADS TABLE 1607.12015 MC PROPOSED INTERIOR ALTERED AREA: 2,811.53 SQ.FT. MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS AND MINIMUM CONCENI RATED LIVE LOADS OCCUI'ANCY OR USE UNIFORM(psi) CONCEN IRA IED(pounds) Areas: N TE: THIS AREA OF WORK ' DER SEPARATE PERMIT I I I I OFFICE Corridors above firstfloor 80 2000 Total Gross Floor Area of Store 2,890.13 sf File and computer roomashall be (measured from exterior surface of walls for occupancy calcs.) W designed for heavier loads based EXIST'G TYP. FOUNDATION WALL CONSTRUCTION : on biesandFirstFlo., M Lobbies and First Floor Corridors 100 20pp Occupancy Classification: iia t r. FOUNDATION WALL Business Group B 6-6 8" POURED CONC. FNDTN. WALL ON 16"x8" � Offices 50 20°0 „ " DEEP POURED CONCRETE FOOTING. 3-3 3-3 a HANDRAILS,GUARDS AND GRAB BARS Occupancy Load: PROVIDE (2) #5 KEBABS CONTINUOUS @ ti I I Handrails and Guards 50p(f 200 2,890.13/100 = 28.90 occ. HD HD FOOTING AND TOP OF WALL [� I I — �LI intermediate rail 50 Grab Bars 250 BOX VENT 00 8 ROOF Total Occupants = 29 occ. •--i All roof surfaces subject to maintenance workers 300 Separate facilities required (2015 IBC [P] 2902.2 exception 2) I . Awnings and canopies: 5 Nonreducible fabric construction supported by a I PROVIDE 3'-o"x2-O`CRAWL skeleton Structure Drinkin Fountain: not required. I 8" 5'-10° I SPACE ACCESS PANEL I I all other construction,except one and 20 g q FROM CRAWL SPACE TO BE two family dwellings IPC 410.4 Substitution - Water provided in a container LOCATED IN FIELD PRIOR TO W Ordinary flat,pitched,and curved roofs 20 - I x CONSTRUCTION Primary roof memberxposed to a work floor 2000 I that are notoccupiable) Classirication of Work: to I 0) Single panel point of lower chord of roof trusses Level 1 2 & 3 Alteration N 2"x6tl F J• �, - or any point along primary structural members , I I E IST'G 3 1/2" x 9 1/2" I.9E MICROLLA LVL aupportingroofsovermanufacturing,storage (Complies with Chapters 7, 8 & 9 of the 2015 IEBC) warehouses,and repair garages `V New Crawl Space — o a •e-- –' — a� All other ableroaryroof members 300 Travel Distance: As per section 1016.3.2 2 I N Occupiable roofs: ( ) _ �..r 4" POURED CONC. SLAB OVER MIN. t a' Roof gardens 100 00 G MIL POLYETHYLENE VAPOR BARRIER EXIST'G Assembly areas 100 Exit Travel Distance without sprinkler system = 75 ft permitted I — I BELOW FLR. SLAB OVER COMPACTED Crawlspace Allrsand other similar areas 100not1 note 1 Proposed Exit Travel Distance from 2nd floor= 59'-2" /l 501L AS PER N.Y.S. CODE (8504.2.2). 1--) Stairs and exit loo 300 3500 PSI CONC. (MIN) I=; Proposed Exit Travel Distance from 1 st floor= 60'-2" — I o HD HD M I I NOTE:TOTAL COST OF ALL RENOVATIONS-20%OF TOTAL MUST o I $11 5�- " 8.. I Q BE APPLIED TO ACCESSIBILITY. � to a — LO I 8" POURED CONC. CHEEK ti M M - < stairs/ railings/ guards notes: ' WALL H EXIST'G _ FOUNDATION WALL � i� I •, I coo ALL STAIRS SHALL COMPLY WITH 2015 IBC/ 2017 SUPPLEMENT W W -WIDTH, HANDRAIL PROJECTION, RISER HEIGHT, TREAD WIDTH, NOSING, HEADROOM, ETC. 101 1 .2 WIDTH AND CAPACITY. EXCEPTION 1 . STAIRWAYS SERVING AN W OCCUPANT LOAD OF LESS THAN 50 SHALL HAVE A WIDTH OF NOT LESS THAN 3G INCHES 101 1 .3 HEADROOM. MINIMUM HEADROOM IS G'-8" \ra � Foundation Plan 10 I I .5.2 RISER HEIGHT AND TREAD DEPTH. STAIR RISER HEIGHTS SHALL BE 71NCHE5 MAX. 4 INCHES MIN.RECTANGULAR TREAD Site Key Map SCALE: 114" = 1 '-0" DEPTH SHALL BE I I INCHES MIN. 101 I .G STAIRWAY LANDINGS. THERE SHALL BE A FLOOR OR LANDING J NOTE:GENERAL CONrRACTOP TO ReV!!,�'r.:,r,VERY AI I AT TOP AND BOTTOM OF EACH STAIRWAY. THE WIDTH OF C, DIMENSIONS t EXISTING CONDMON ) 1''IO . 10 5TA�'1 OF Nrir'r, LANDINGS SHALL NOT BE LESS THAN THE WIDTH OF STAIRWAY SERVED. EVERY LANDING SHALL HAVE A MIN. WIDTH MEASURED PERPENDICULAR t/- TO THE DIRECTION OF TRAVEL EQUAL TO THE WIDTH OF THE STAIRWAY. WHERE STAIR HAS STRAIGHT RUN THE DEPTH NEED NOT EXCEED 48 INCHES. DOORS OPENING ONTO A LANDING SHALL NOT REDUCE THE LANDING TO LESS THAN ONE-HALF THE REQUIRED��iDTH. WHEN FULLY OPEN, THE DOOR SHALLF] • �' eo>.•F• NOT PROJECT MORE THAN 7 INTO A LANDING. 1515YoungsAve, Southold,NY 11971 10 1 1 .7 STAIRWAY CONSTRUCTION. STAIRWAYS SHALL BE BUILT OF MATERIALS CONSISTENT WITH THE TYPES PEKMITTED FOR THE TYPE OF CONSTRUCTION OF WOOD HAND THE BUILDING, EXCEPT THAT RAILS SHALL BE PERMITTED FOR ALL TYPES OF CONSTRUCTION. S DHS Re - - ., f C .: # C�0 IDE . .. s NTIFICATION � 000,� 1014.3 HANDRAIL GRASPABILITY. HANDRAIL GRIP SIZE SHALL BE TYPE I OR TYPE II. NOTICE. timber Notice of truss type, pre-engineered wood, or timb GOUARD OR THEAIL EXTENSIONS.WALKING SURFACE OR SHALL BE CONTINUOUS TO THE ILS SHALL RETURN TO A WALL, s OUXIC ' '� = construction or timber construction identification HANDRAIL OF AN ADJACENT FLIGHT OF STAIRS OR RAMP RUN. WHERE shall be affixed to the electric box on the exterior HANDRAILS ARE NOT CONTINUCUS BETWEEN FLIGHTS, THE HANDRAILS C SHALL EXTEND HORIZONTALLY NOT LESS THAN 12 INCHES BEYOND CONSTRUCTION LEGEND 25fi,1f t actual I I of the structure indicating that truss type, THE TOP RISER AND CONTINUE TO SLOPE FOR THE DEPTH OF ONE 23T!�8' (Deed I TREAD BEYOND THE BOTTOM RSER. AT RAMPS WHERE HANDRAILS ARE piF PB.� N. 7l'26'iD0' E.;- ';: ,;_. ,. :.9 cvr pre-engineered wood, or timber construction has NOT CONTINUOUS BETWEEN RUNS, THE HANDRAILS SHALL EXTEND TGQGME�A4 MM//IMMIAl�'V LM e.9'� �;'� been used. HORIZONTALLY ABOVE THE LANDING 12 INCHES MIN.BEYOND THE TOP Existing wall construction to remain. :t t n s t AND BOTTOM OF RAMP RUNS. THE EXTENSIONS OF HANDRAILS ----------- ' £ Z$ SHALL BE IN THE SAME DIP.ECTION OF THE FLIGHTS OF STAIRS Existing wall construction to be removed. AS PER TITLE 19,NYCRRPART 1265 SECTION 1265.4 AT STAIRWAYS AND THE RAMP RUN AT RAMPS. t IVO �. HC coma °+ " b CONSTRUCTION CLASSIFICATION: V New wall construction, refer to typical �1�be w • STRUCTURAL COMPONENT DESIGNATION: FRAe wall detail. If r .. ... 42.5' 1611 DIAMETER IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING IJ UNDER THE DIRECTION OF GALLAGHER HOMBURGER GONZALEZ told' B A S P N.,A'L'`T 3k %'� / ' /%' ,. ARCHITECTS PLLC TO ALTER AN ITEM ON THESE DRAWINGS IN powN .: ANY WAY. ��AG/. O y. �►.�Mt,I►�f w REFLECTIVE RELY /� �j i- REFLECTIVE WHITE o All dra m s and copies thereof ore / j //': / / y 15 - / PAIITCSNE#187 i/ / j; 13 Preliminary �. i/ instruments of service and as such t4I'AMw r �t ',/ %ii/,� //"i ,ii, remain the property of Gallagher. Hamburger Gonzalez Architects. PLLC � For Construction They ore to be used only With respect i / i exception of . � � � � �/ , � project. 1M P of for �' � to this ro• ct. Ith the ex �� /. // / /%7„ P / ® N Construction • � ,/ �/ one complete set foreach party to the contract, all copies are to be 113'► CtOIVCPETE returned or suitably accounted for to Review Set A S PH A L T Gallagher Hamburger Gonzalez Architects, PLLC, upon completion of the Work, 13 Bid Set IL ef �,�rr'��a:: fir: *►, � gg ' Interior Alterations at: �/ // % % ,oi t Q. Burt's Reliable i, u / W / / i /. 1 wn doves/ r / dao s. 151 SY A Young's ve g Southold, New York South 1 . i Y�J V GENERAL CONTRACTOR TO REVIEW WITH OWNER- MODEL N D UMBERS, SIZES, 11 LOCATIONS, AND GRILLE PATTERNS OF ALL WINDOWS AND DOORS PRIOR TO � .1'ADif .I l�t.�MCIRtI � �/���/',. "'l / ORDERING FOR CONSTRUCTION. 91 PR STROKE PROSPECT STREET 11/ GALLAGHER y N �Q• '�I q! The COC1Strt&Ct[ORt ty�J2j,. WINDOW SUPPLIER SHALL SUPPLY SHOP DRAWINGS PRIOR TO FABRICATION, HUNTINGT�JN, NEW YORK 11743 ��•}} �,t ��y� designation sMta!! Ibe FOR FINAL APPROVAL BY OWNER. �� $ 2!/ 2 a W i A.D ccltet '�MM", "Ill", .c1V11or ccvts C 4 7 7 f� 3 / 2 wlNDow H 'I }! J�j ' S SHALL HAVE � � K pct• 2� 25 24 J"' (J' to 11t(�iCat� tF!✓d COI1StrC6Ct10A1 E GLAZED OPENINGS PROTECTED FROM WIND-BORNE HOMBURGER (631)385-7722 p N 4i �U C �r �!�►f ,Y / C1 DEBRIS MEETING THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E ( ) classification of the (631)385-7771 (fax) * ,M p 1996 AND OF ASTM E 108G REFERENCED THEREIN. (WIND ZONE 1) ►� • ti >. : ., I i �: �,, Structure under DESIGNATION FOR STRUCTURAL h aI�ctiarl ® ® the CtCMVYS GONZALEZ �" - ♦ CC3IIC�IEITS THAT ARE OF ALTERNATE- WOOD STRUCTURAL PANELS/SHUTTERS: PROVIDE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/1 G" `gip i oyEp TRUSS TYPE CONSTRUCTIONAND MAXIMUM SPAN OF 8 FEET. PANELS SHALL BE PRECUT TO COVER THE info@ghgarch.net 2 oil ::::; :. .; . . .,,. >,. r � ARCHITECTS PLLC GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.ROVIDED. ATTACHMENTS � • —� I H E CW T aroar� ,Ir �u Gwls >nr tr+M1::,- RR �� FLOOR FRAMING INCLUDING I AS PER TABLE BELOW. tT BE STORED IN GABA ) '' ' .3I•�I� R � F GIRDERS AN BEAMS 0 GE '-- 1 S. Tl'2F!'�'V. 30 ' 2T.B8` �p drawing no: ROOF FRAMING date FASTENER SPACING RC 1-23-13 RUIL ,i�. ca ss 4 foot< 6 foot< FR FLOOM't AND ROOF FRAMING FASTENER Panelspan an P panel span panel span -scale: ... p P P P Ptf9t.fC• WA rER J - - .; STANDARDS AND CODES TYPE <4 foot :. I �� — s 6 foot s 8 foot as noted _ M® Architectural Site Plar f #8 WD. SCREW I 101, 8.. revisions: ]IDENTIFICATION 2" EMBEDMENT #10 WD. SCREW � , .. ,, � 3-23188 SCALE: 1 " =20 IFT - 2" EMBEDMENT 1 G" 12' 9 \ �T �' 79 yOQ 4-10-18 NOTE: all site data for Architectural Site Plan obtain from survey prepared by Peconic 2 Surveyors, P.C.dated March 27,2009 NOTICE : 2" LAG SCREW I G° I G" G" FO N � 4-17-18 " EMBEDMENT I �i 4-1g-18 file no: 1709 79'-3" GENERAL NHVAC: Mechanical contractor shall submit drawings and 72'-911 calculations for all proposed roof top HVAC 5y5tem5 and equipment to the Town of Southold for approval 1. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING, OR AFFECTING THE STRUCTURAL MECHANICAL NOTES EXIST'G WORK, OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH, FIT,AND LOCATION OF THE EXTERIOR WALL REMOVE CARPET FROM STAIRS TOSECOND STRUCTURAL WORK. REPORT ANY, AND ALL CONDITIONS WHICH MAY INTERFERE WITH, OR OTHERWISE 1 . PROVIDE FLEXIBLE DUCT CONNECTIONS AT ALL DUCT CONNECTIONS TO FLOOR&SAND AND STAIN STEPS AFFECT, OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK. ALL FANS AND ROOFTOP AIR CONDITIONING UNITS. 3'-0" x 2'-4" ransom PROVIDE HANDRAIL BOTH SIDES OF STAIRWAY 2. THE CONTRACTOR SHALL VERIFY, AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS 2. ALL SUPPLY AND PLENUM RETURN DUCTWORK SHALL BE ACOUSTICALLY ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND LINED A MINIMUM OF 1 5' UPSTREAM OF ROOFTOP UNITS WITH I"THICK CONDITIONS SHOWN ON THESE DRAWINGS. OTE: THIS A A OF WORK 0 - �---- --�-- AR ___ i - -'__ _ file iles b , SOUND ATTENUATING LINING. FE r _ _ 3. REMOVE AND RELOCATE EXISTING ELECTRICAL OUTLETS,SWITCHES, AND FIXTURES, (INTERIOR AND xi t S ai 3. A CEILING ALL IF G D FUSE I RS REGISTERS RS AND GRILLES SH L NDER SEPARATE PERMIT '•�,' �' �� •;«." : � � - � � "- d? 10 � EXTERIOR), AS NECESSARY, AND INSTALL NEW AS REQUIRED. AL BE LOCATED IN 0 2-6" ' 3'-111/2'- sin - - - JT F M O M I I FE T ' � REQUIRED, _ AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED AND/OR NEW WORK ABUTS 1 112 6' 6" _ 4 PATCH 4 ALL INDICATED DUCTWORK DIMENSIONS RE CLEAR INTERNAL 8'-0" 10' 0" 3' " EXISTING. DIMENSIONS AND DUCT SIZES SHALL BE INCREASED TO COMPENSATE FOR 3 line of / - f I 5. WHERE EXISTING WALLS ARE REMOVED, OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, c� Crew Room __ __ I W - cV DUCT LINING THICKNESS. _ cabinet , c� W �n'S�1Zo - PRIOR TO REMOVAL OF EXISTING WALLS THE CEILING BEAMS ROOF 5. PROVIDE FIRE AND OR SMOKE DAMPERS AT ALL DUCT PENETRATIONS 00 +, o e s o m mt om Pete I `113 RAFTERS, ETC.,THE 1 " 1 02 abOVe 1� - - copier CONTRACTOR SHALL BRACE AND SUPPORT THE EXISTING STRUCTURE AS REQUIRED UNTIL NEW THR.0 FIRE RATED WALLS, SHAFTS, PARTITIONS AND ROOFS AS REQUIRED BY f} 1 05 I W4 _ _ �- EXI G � HEADER(S)CAN BE INSTALLED. NEPA. PROVIDE AN ACCESS DOOR AT EACH FIRE AND OR SMOKE DAMPER. 1 6'-6" o - f r-I - \ - -- - BIUCe CLOS t DO� TG G. THE CONTRACTOR SHALL RE-ROUTE,AS REQUIRED, ALL EXISTING PLUMBING, ELECTRICAL, G. PROVIDE ALL ROOFTOP UNITS SUPPLY AND RETURN DUCTS WITH DUCT Corri or HD HD U - - I 00 °° CO Area RE IN AIR-CONDITIONING, AND HEATING LINES WHICH INTERFERE WITH THE NEW CONSTRUCTION. SMOKE DETECTORS. ,ii ii:: I 1 1 0 III 11 _ Copy VOLUME DAMPERS SHALL BE OPPOSED BLADE, LOW LEAKAGE DAMPERS. :.,.. cfl LL. "' EXIST G ♦ :•,`,,,,: .t,,,'.,tA; % [ 4" ' �' 4" 4'-0" 6'-4" 4" ' 111/2" MODIFY THE EXISTING HEATING SYSTEM AS REQUIRED TO MAINTAIN A 70 F INTERIOR AT 0 7 _ 7 41-01, 6-0 EXTERIOR de rees F EXTERIOR TEMPERATURE AT 15 MPH WIND V 7. MINIMUM DUCT SIZE SHALL BE 12x8 RECTANGULAR OR 8"fid ROUND c I g VELOCITY. HEATING CONTRACTOR SHALL ref. I t>a Q- N WALL0 DETERMINE IF EXISTING UNIT IS CAPABLE OF HANDLING ALL ADDITIONAL LOADS. UNLESS OTHERWISE NOTED. cV 9I I �} `lel ROOFTOP PLENUM RETURN AIR OPENINGS SHALL BEA MINIMUM OF I 0 FEET ♦ N W I O6 M r. =W3 c 8. THE CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING,SHORING, ETC. r -_ _. L _ p IN LENGTH AND OUTLET SHALL BELL OUT (SMOOTH TRANSITION) TO DOUBLE - (TEMPORARY OR PERMANENT)AS REQUIRED FOR THE SAFE CONSTRUCTION OF THIS PROJECT. THE WIDTH AND PROVIDE WITH 1/2" WIRE MESH SCREEN. 4 Q 11x8" J. 11'-101/2' 3'-1" 4'-10" 6'- 0" 4'-10" O 1_ -TRAVEL-DISfiiANCE 9. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS, 2 6' vP-2 c half wall ty �- 8. UNMARKED DUCT SIZE SHALL INDICATE SAME DUCT SIZE AS UPSTREAM „ - TECHNIQUES, SEQUENCES, OR PROCEDURES; OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN O.C.0) kn line of wall t0 TRAVEL DISTANCE TO �I Corridor �, EXIT 60=2 X42" f U CONNECTION WITH THE WORK. DUCT. DUCTS SIZES SHALL REMAIN THE SAME SIZE UNTIL NEW DESIGNATION, TYP. in - -040 2 - - �e removed - - 3 EXIT 7'-8" (� 3 1/2" x 3 1/2" PSL Z N 0) 00 I counter M X O L _ 1 0. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED TESTS, PERMITS AND REPORTS AS 9. IN TIGHT CEILING CLEARANCE AREAS, THIS CONTRACTOR SHALL WIDEN VP-2 1 07 VP 2 O W W Q o / e tibule 1 VP-1 set @42" a.f.f. W M COLUMN @ EACH END � aA 0 REQUIRED. AND FLATTEN DUCTS TO PASS UNDER OBSTRUCTION IN FULL ACCORDANCE I M I 0 1 - I - - 1 1. IF IN THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES WITH THAT AS WITH SMACNA DETAILS AND REQUIREMENTS. �m _ serve-thru win. o flip 3 4 = g ,=� N INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK AND NOTIFY THE ARCHITECT. 10. SHOULD ANY CEILING CLEARANCE CONFLICTS OCCUR BETWEEN 6" \ 6--Q" ,- 4'-O" p O 0= d O '- " '- " 6--4" ' '� I _J SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE THE WORK, HE SHALL ASSUME ALL DUCTWORK, AIR OUTLETS, LIGHTS, CEILING AND STRUCTURAL MEMBERS THIS IN door 2,-0„ 7 0 7 0 2- W RESPONSIBILITY AND LIABILITY ARISING THEREFROM. CONTRACTOR MUST NOTIFY ENGINEER IMMEDIATELY. SWirig I Q 1 2. ALL MATERIALS SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. AND REPORTS 1 1 . 1 Ox 10 SHOWER EXHAUST CEILING GRILLE, SHALL BE NAILOR MODEL 0 2'_ " '_0" I AS REQUIRED. G755H (STAINLESS). G FEET OF BRANCH DUCTWORK SHALL BE ALUMINUM ♦ HD 4 r 2ZF 1O" I 4" 6-_O" ~ 1 3. THE CONTRACTOR SHALL MAINTAIN NEW YORK STATE COMPENSATION INSURANCE AS REQUIRED AND PITCHED 114" PER FT DN TO GRILLE OUTLET. HD -� 21--7" - 4 .-. BY STATE LAW. 12. FINAL LOCATIONS OF TEMPERATURE SENSORS, THERMOSTATS AND Q I E Dispatch 1Ce 3 " f f.+nte op. to meet 14. NOTE: ALL DOOR DESIGNATIONS ARE"FOOT-INCH"STANDARD SIZES. (FOR EXAMPLE : TIMECLOCKS SHALL BE APPROVED BY ARCHITECT. 3 Dispatch Office VP 1 % _ Manager o Manager I ANSI Al 17.1 -2009 and `lel ( 3050 = 3'-0'W. x 7'-0"H.) 13. PROVIDE DRYER EXHAUST DUCT UP THRU ROOF WITH A ROOF MOUNTED GOOSENECK. PROVIDE DRYER EXHAUST DUCT IN COMPLETE ACCORDANCE 03 (Tom) c mply wi h scc on 902.4. - 1 5. ALL WORK SHALL CONFORM TO THE 201 5 IBC/201 7 SUPPLEMENT$ALL APPLICABLE CODES. . rl X v I � WITH MANUFACTURERS REQUIREMENTS. SIZE SHALL BE DETERMINED BY ` 08 1 09 5 I �J IG, IT 15 THE INTENTION OF THESE DRAWINGS TO PROVIDE FOR THE CONSTRUCTION OF A TENANT DRYER MANUFACTURER. I J i- Q SPACE, INCLUDING EVERY ITEM AS SHOWN OR REASONABLY IMPLIED, OR REQUIRED, TO COMPLETE 14. PROVIDE ALL ROOFTOP UNITS CONDENSATE DRAINS WITH General Office Area SPLASHBLOCKS ON ROOF, COORDINATE EXACT LOCATION WITH ARCHITECT, �l desk = 10'-2%" 1'_51/2" 2 ALL WORK. Q 48"T.V,monitor „ Q 1 1 2 20'-4" : 4� Vestibule 17. STRUCTURAL STEEL TO BE ASTM A3G. DETAILED, FABRICATED,AND ERECTED PER A15C. 15. ALL MECHANICAL SYSTEMS AND EQUIPMENT*THEIR INSTALLATIONS SHALL CV 3'-6„ 611 r, '-6" 3'-0" N 2 10 DR. fV =_ M I 1 6 / _U1 CONFORM TO 201 5 IBC, 201 5 IMC AND 201 5 IECC. O 18. ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER 11� exist'g Window New 21042 D11 exist'g window exist'g window -4- I X ~ PLYWOOD ANDREQUIREMENTSOf THE BE SOIDENTIFIED BBY AN APO OVEDCIAL AGENCYNDARDS FOR THE TYPE AND SPECIES OF 2 - O 19. THE ENTIRE WORK SHALL BE ACCURATELY FRAMED PLUMB, LEVEL AND TRUE, WELL SPIKED, STRUCTURAL STEEL NOTES: BRACED AND ANCHORED TOGETHER TO FORM A RIGID STRUCTURE THROUGHOUT. UNLESS NOTED REFER TO A-6 FOR RAMP EXISTG N N OTHERWISE ON THE PLAN, ALL FRAMING MEMBERS TO BE I G"O.C. 1. ALL STRUCTURAL STEEL FABRICATION AND CONNECTIONS SHALL INFO. AT DOOR#2 EXTERIOR WALL ARDS AND 2015 IBC. 20. ALL WALLS AND CEILINGS SHALL BE FINISHED WITH 5/8"TYPE'X"GYPSUM BOARD. 2E COMPLET IYY WITH MUM I"STANDARD D SPECIFICATIONS AND DETAILS FOR OPEN exist'g wi dow exist'g window existing flush finish WEB STEEL JOISTS" AS ADOPTED BY ' C�1S1111!_' concrete walk 21. GLAZING IN DOORS, OR WINDOWS WITHIN 18"A.F.F.TREATED OR COMBINED WITH OTHER \ floor surface MATERIALS AS TO MINIMIZE EFFECTIVELY THE P055151LITY OF INJURY TO PERSONS IN THE EVENT THE 4• VERIFY FIELD MEASUREMENTS PRIOR TO START OF FABRICATION. First Floor Plan Iltish asphalt surface GLAZING 15 CRACKED OR BROKEN (SAFETY GLASS AS PER 2015 IBC) 5. CONTRACTOR SHALL PROVIDE ALL NECESSARY FIELD QUALITY existing concrete ramp I I CONTROL MEASURED TO ENSURE COMPLIANCE TO DESIGN do SPEC. lu rCmtLlri i 1 n 22.THE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LAWS AND ORDINANCES OF THE NATIONAL TYPICAL WALL CONSTRUCTION SCALE: 114" = 1 '-0" Exist'g 4-5/2 ELECTRIC CODE, PSEG LONG ISLAND, LOCAL MUNICIPALITIES AND THE REQUIREMENTS OF THE NEW STANDARDS. *SIDING TO MATCH EXISTING Portico YORK BOARD OF FIRE UNDERWRITERS. *1"RIGID INSULATION(R-5.0) NOTE: GENERAL CONTRACTOR TO?EVIEW AND VER.IF`'< : - - A. ANCHOR BOLTS: ASTM A307, UNLESS OTHERWISE NOTED ON DWGS. *15#BLDG.FELT OR TYVEK BLDG.WRAP DIMENSIONS t EXISTING CONDITIONS PRIOR TO Tp ti,�G �Q� 23. ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY TRAPPED AND VENTED AS REQUIRED BY THE B. MISC, STEEL: ALL PLATES, ANGLES ac CHANNELS, SMALL BEAMS *1/2"EXT.GRADE PLYWD SHEATHING 1S N.Y.S. CODE. CAST IRON PIPE SHALL CONFORM WITH THE LOCAL CODE REQUIREMENTS,WITH THE *2"x6"STUD WALLS @16"O.C. , ,) - - _ _ _ APPROVED JOINTS, PIPE SUPPORTS AND CLEANOUT5. ETC. 'SHALL BE ASTM A36 STEEL. *5 1/2"(HD)BATT INSULATION(R-21) V" " *1/2"GYP BD. �, existing concrete walk 24. ALL WALL MOUNTED THERMOSTATS, SENSORS AND TIME SWITCHES SHALL BE FLUSH MOUNTED IN C. ALL STRUCTURAL BOLTS: ASTM SER S *TERMITE SHIELD AS PER 2015 IBC. ,(� ` h � C flush w/asphalt surface WALL FOR A CLEAN AND NEAT APPEARANCE. BACKBOXES AND WIRING MOUNTED IN WALL FOR A CLEAN D. ARC WELDING ELECTRODES: E70 SERIES CV X AND NEAT APPEARANCE. BACKBOXES AND'/./IRING MUST BE CONCEALED BEHIND FINISHED WALL E. PAINT: VOC COMPLIANT HEAVY DUTY CORROSION AND WEATHER to remain (EXPOSED WIRE MOLD IS NOT ACCEPTABLE). (HIS SHALL AL50 APPLY TO ALL WALL MOUNTED RESISTANT PRIMER; FERROx #90 GRAY PRIMER AS MANUFACTURED C �S ELECTRICAL AND FIRE ALARM EQUIPMENT. T11E G.C. SHALL COORDINATE THI5 SCOPE OF WORK WITH BY CON-LUX COATINGS, INC. HVAC, ELECTRICAL AND SPRINKLER CONTRACTORS. 25. THE CONTRACTOR AND SUB-CONTRACTORS SHALL VERIFY THE LOCATION OF ALL EXISTING 6. STRUCTURAL DESIGN, MATERIALS AND CONSTRUCTION SHALL CONFORM UNDERGROUND UTILITIES, STORM DRAINS,SEPTIC 5Y5TEM,ETC., PRIOR TO COMMENCING WITH THE TO 2015 IBC dt SHALL CONFORM TO GENERALLY ACCEPTED STANDARD. WORK.THE ARCHITECT SHALL BE NOTIFIED OF ANY POTENTIAL, OR ACTUAL INTERFERENCE IN THE FIELD. 29'-10" 2G. THE CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT TO MINIMIZE DAMAGE TO EXISTING AREAS 7. SUBMIT SHOP DRAWINGS, INCLUDING ALL CONNECTIONS, FOR APPROVAL (INCLUDING LAWN AND SHRUBS). AREAS DAMAGED DUE TO NEW CONSTRUCTION SHALL BE RESTORED PRIOR TO FABRICATION. TO THEIR ORIGINAL CONDITION. H. SUBMIT ANY REQUIRED CERTIFIED COPIES OF MIL TEST REPORTS, ETC. AS REQUIRED. EXIST'G . WELDING SHALL BE PERFORMED ONLY BY WELDERS WHO HAVE BEEN EXTERIOR WALL CERTIFIED BY AN APPROVED TESTING LABORATORY WITHIN PREVIOUS ONE NOTE: THIS AREA OF WORK exist'g window exist'g window exist'g window - YEAR PERIOD. SUBMIT PROOF OF CERTIFICATION BEFORE WORK IS UNDER SEPARATE PERMIT _ - - _ _ -_ _ FolO ERFORMED. COMPLY WITH AWS "CODE FOR ARC AND GAS WELDING IN FF UILDING CONSTRUCTION". FE E is to rs, -: [ � 1 6'-8�� 10. WHERE SUSPENDED EQUIPMENT OR SUPERIMPOSED EQUIPMENT IMPOSES A A - LO D ON THE BOTTOM OR TOP CHORD OF A JOIST, NOT A PANEL P01 , El 5 PROVIDE (2) 2"x 2" x 5/16" ANGLE BRACE FROM THE POINT OF LOAD 0 _ ant a O THE NEAREST PANEL POINT ON THE OPPOSITE CHORD. W 11. ALL STRUCTURAL STEEL SHALL BE PAINTED WITH ONE SHOP COAT Ex EPT M Z o Closet Office ITHIN 2" OF FIELD WELD (UNLESS PAINT IS NOT DETRIMENTAL TO QUALIT sink 120 206 F MELD AND WILL NOT CAUSE NOXIOUS FUMES). 81-71/211 W 3 8 ch 31-1:11/211 11 x I I o 4" - WS W 17 N EXIST'G WS 4 J O \ I r�I EXIST'G IT ,A VIOLATION OF,.THE LAW FOR'ANYPERSON,UNLESS ACTING, ROOF BELOW - - LL L -1 EXTERIOR WALL UNDER THE DIRECTION OF GALLAGHER HOMBURGER.GONZALEZ ' ` - .. � � W3 2"X811 R.R. ARCHITECTS,PLLC,TO ALTER AN.ITEM ON THESE DRAWINGS;IN I 16" O.C. I I 8- /2 7-11 12 Restroom Hall N I / O instruments of service and as such Y 10 2 4 remain h I>" Preliminary 1--0-- 4 All dro*ings and copies thereof ore 00 the property of Gallagher, I I \ _ x'-31/2" WS I 19 � Hamburger Gonzalez Architects, PLLC 93 For Construction I-{-- They are to be used only frith respect I I - _ EXIT'-T, G to this project. With the exception of ® Not for Construction one complete set for each party to L - _ - WALL TO BE the contract, all copies ore to be WS lav 1 X returned or 0 ReV�eW Set glass dao s REMOVED Gallagher Hambuarger Gonzalez Architects, PLLC, upon completion of the *ork. ® Bid Set cred za � 16 1*5 I I 5'-0" - Interior Alterations at: - - - - - - WS r�i r7 771 ( 1 Burt's Reliable .N V° 1515 Young's Ave. Southold, New York Conference Roo � - 203 3 Marty's Offic� 91 PROSPECT STREET GALLAGHER HUNTINGTON, NEW YORK 11743 -- - - - -- - 207 „ „ LL- HOMBURGER (6631)385-7722 16'-:101/-2" 4 11'411/_2 ( 31)385-7771 (fax) GONZALEZ exist'g window exist'g window exisfg window ARCHITECTS, PLLC info@ghgarch.net I I I CONSTRUCTION LEGEND �D q date:1-23-13 drawing no: G' -- �C�; scale:as noted Second Floor Plan cyi -- SCALE: I/4" = 1'-0° - T - I Existing wall con5truction to remain. �� 1-17ns: 4-3-17 _ ____ i NOTE: GENERAL CONTRACTOR TO REVIEW AND VERIFY ALL ___________ Exl5tl ng wall con5tructlon to be removed. % 6-43187 DIMENSIONS t EXISTING CONDITIONS PRIOR TO START OF WORK. J Q 1-15-18 New wall construction, refer tot typical y0 ical 2-13-183-2-18 wall detail. 4� 0 Nom' ' 4-10-18 • 4-17-18 file no: 17: 9 4-18-18 ELECTRICAL LEGEND 75 CFM(MIN) 75 CFM(MIN.) EMERGENCY & STANDBY POWER E F.DUCTED E F. DUCTED DIRECTLY TO DIRECTLY TO EXTERIOR EXTERIOR EMERGENCY AND STANDBY POWER SYSTEM SHALL BE 2'-0" X 4'-0" SUSPENDED LED INDIRECT _ __ _ - _ INSTALLED IN ACCORDANCE WITH IBC 20 15 SECTION 2702, � LIGHT FIXTURE O NEPA 70, NEPA 110 AND NEPA I 1 1 . i— NOTE: THIS AREA OF WORKE 1[ 0 UNDER SEPARATE PERMIT 75 CFM (MIN.) E.F. DUCTED DIRECTLY EXIT SIGNAGE TO EXTERIOR EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY EM EMERGENCY LIGHT PACK (LED) ILLUMINATED IN ACCORDANCE WITH THE IBC 2015 EXIT SECTION 1013 EXIT SIGNS - - - - � � DUPLEX VWAOLLPLA FORA OUTLET, WITH IFSMOKE AND FIRE ALARM MATCHING A SMOKE DETECTION � FIRE ALARM SYSTEM SHALL BE INSTALLED AS PER THE TOWN ORDINACE / CODE REQUIREMENTS, O ILLUMINATED EXIT SIGN (LED) I AND PER IBC 20 15 SECTION 907. CEILING MOUNTED OR WALL MOUNTED ►r I EXIT EXIT AS APPLICABLE w WITH DIRECTIONAL ARROW fireblocki11 ACT - 2' x 4' CORTEGA SQUARE LAY-IN EXIT w w w ACOUSTICAL CEILING TILE WITH 1 5/ 1 G" -7- flF0 PRELUDE GRID A5 MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES, OR PROVIDE FIREBLOCKING EQUAL. (COLOR: WHITE) IN CONCEALED 5PACE5 BETWEEN STAIR STRINGERS AT THE TOP NOTE: GENERAL CONTRACTOR TO REVIEW AND VERIFY ALL DIMENSIONS EXISTING CONDITIONS PRIOR TO START OF WORK. EM-1AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS EXITS SHALL COMPLY WITH 2015 IBC. I - EXITS AND WAYS OF DEPARTURE SHALL HAVE NO LOCKS OR FASTENERS TO PREVENT FREE ESCAPE FROM THE IN51DE OF ANY BUILDING. INSTALLATION o i OF EXIT DOORS SHALL BE EQUIPPED WITH SELF-CLOSING DEVICES. EXITS AND DIRECTIONAL SIGNS VI5ABLE FROM THE APPROACH TO THE EXITS PROVIDE FI REBLOCKI NG SHALL BE PROVIDED OVER EACH DOORWAY AND OPENINGS FORMING PART AT OPENINGS, AROUND VENTS, OF AN EXIT. EXIT&DIRECTIONAL 51GN5 SHALL BE ILLUMINATED EITHER PIPES, DUCTS, CABLES AND WIRES EXTERNALLY OR INTERNALLY BY ELECTRIC LIGHTS AND SHALL BE KEPT ILLUMINATED. EXIT$ DIRECTIONAL SIGNS SHALL BE ILLUMINATED AT ALL TIMES AT CEILING AND FLOOR LEVEL, WITH WHEN THE BUILDING I5 OCCUPPIED. AN APPROVED MATERIAL TO EX I RESIST THE FREE PASSAGE OF ELECTRICAL OF FLAME AND PRODUCTS OF COMBUSTION. THE ELECTRICAL INSTALLATION SHALL CONFORM TO ALL LAWS AND ORDINANCES First Floor OF THE NATIONAL ELECTRIC CODE,THE PSEG LONG ISLAND, LOCAL MUNICIPALITIES AND THE REQUIREMENTS OF THE NEW YORK BOARD OF PROVIDE FIREBLOCKING AT FIRE UNDERWRITERS. SCALE: 114" P-0" I I I FIREPLACE/ CHIMNEY IN EMERGENCY LIGHTING SHALL BE PROVIDED IN OCCUPPIED SPACES,ASSEMBLY ACCORDANCE WITH 2015 IBC. SPACES AND EXITS IN BUILDING,50 AS TO PERMIT OCCUPANTS TO MAKE THEIR WAY SAFELY OUT OF THE BUILDING IN THE EVENT OF FAILURE OF THE NORMAL LIGHTING. _ _ I MECHANICAL — ALL MECHANICAL SYSTEMS AND EQUIPMENT*THEIR IN5TALLATION5 SHALL CONFORM TO 2015 IBC, 2015 IMC AND 2015 IECC. general conditions: I. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS COVERING,OR AFFECTING PLUMBING THE STRUCTURAL WORK,OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH, FIT,AND LOCATION OF THE STRUCTURAL WORK. REPORT ANY,AND THE INSTALLATION OF THE PLUMBING SYSTEM, EQUIPMENT, AND COMPONENTS ALL CONDITIONS WHICH MAY INTERFERE WITH,OR OTHERWISE AFFECT,OR PREVENT INCLUDUNG SERVICE, D15TPIBUTION SYSTEM, FIXTURES,APPLIANCES, DEVICES, THE PROPER EXECUTION AND COMPLETION OF THE WORK. APPURTENANCE5,AND TESTING,SHALL COMPLY WITH THE 2015 IPC 2. THE CONTRACTOR SHALL VERIFY,AND BE RESPONSIBLE FOR ALL DIMENSIONS AND 2015 IBC. AND CONDITIONS ON THE JOB.THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN ON DRAWINGS. MISCELLANEOUS 3. THE CONTRACTOR AND 5UB-CONTRACTOR5 SHALL VERIFY THE LOCATION OF ALL GLAZING IN DOORS, FIXED SIDE PANELS ADJOINING DOORS AND INTERIOR EXISTING UNDERGROUND UTILITIES,STORM DRAINS,SEPTIC ALL BE NOTIFIED PARTITIONS WHERE SUCH GLAZING EXTENDS TO WITHIN 18"OF FLOOR LEVEL PRIOR TO COMMENCING WITH THE WORK.THE ARCHITECT SHALL BE NOTIFIED OF ANY POTENTIAL, OR ACTUAL INTERFERENCE IN THE FIELD. SHALL BE OF TEMPERED OR SAFETY GLASS, EACH PIECE OF GLA55 SHALL 4. REMOVE AND RELOCATE EXISTING ELECTRICAL OUTLETS,SWITCHES,AND FIXTURES, BE PERMANENTLY AND LEGIBILY MARKED. (INTERIOR AND EXTERIOR),AS NECESSARY,AND INSTALL NEW AS REQUIRED. CONCEALED SPACE ABOVE CEILING SHALL BE FIRESTOPPED OR DIVIDED 5. PATCH AS REQUIRED ALL AREAS WHERE EXISTING HAS BEEN REMOVED WITH NON-COMBUSTIBLE MATERIAL. AND/OR NEW WORK ABUTS EXISTING. G. WHERE EXISTING WALLS AKE REMOVED,OR NEW OPENINGS ARE CALLED FOR IN EXISTING WALLS, PRIOR TO REMOVAL OF EXISTING WALLS,THE CEILING BEAMS, ROOF RAFTER5, ETC.,THE CONTRACTOR SHALL BRACE AND SUPPORT THE EXISTING NOTE: THIS AREA OF WORK STRUCTURE AS REQUIRED UNTIL NEW HEADER(S)CAN BE INSTALLED. UNDER SEPARATE PERMITFF —_ -- __ 7. THE CONTRACTOR SHALL RE-ROUTE,AS REQUIRED,ALL EXISTING PLUMBING, ELECTRICAL, AIR-CONDITIONING,AND HEATING LINES WHICH INTERFERE WITH THE NEW CONSTRUCTION. 8. THE CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC. (TEMPORARY OR PERMANENT)AS REQUIRED FOP,THE SAFE CONSTRUCTION OF THIS PROJECT. 9. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION MEANS, METHODS,TECHNIQUES,5EQUENCE5,OR PROCEDURES;OR FOR SAFETY — � PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 10, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED TESTS, PERMITS _47 AND REPORTS AS REQUIRED. I I. THE CONTRACTOR SHALL EXERCI5E GOOD JUDGEMENT TO MINIMIZE DAMAGE 75 CFM(MIN.) TO EXISTING AREAS(INCLUDING LAWN AND SHRUBS). AREAS DAMAGED DUE TO E.F.DUCTED NEW CONSTRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION. DIRECTLY TO 12. IF IN THE COUP,5E Of CONSTRUCTION, A CONDITION EXISTS WHICH DISAGREES EXISTIG EXTERIOR WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR SHALL STOP WORK _ ROOF BELOW AND NOTIFY THE ARCHITECT. SHOULD HE FAIL TO FOLLOW THI5 PROCEDURE AND IT,IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING' CONTINUE THE WORK, HE SHALL A55UME ALL RESPONSIBILITY AND CINDER THE DIRECTION OF GALLAGHER HOMBURGER GONZALEZ LIABILITY ARISING THEREFROM. 13. ALL MATERIALS SHALL BE INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. ARCHITECTS,PLLC;TO ALTER AN ITEM ON THESE DRAWINGS, IN,. _ AND REPORTS A5 REQUIRED. ANYWAY. 14, THE CONTRACTOR SHALL MAINTAIN NEW YORK STATE COMPENSATION INSURANCE I 1 All dro*ings and copies thereof ore instruments of service and as such Preliminary remain the property of Gallagher, Hamburger Gonzalez Architects, PLLC For Construction They ore to be used only With respect to this project. with the exception of ® Not for Construction —71 1 thecomplete set for each party to he contract, oil copies ore to be returned or suitably accounted for to Review Set — I Gallagher Hamburger Gonzalez Architects, L_ PLLC, upon completion of the *ork. ® Bid Set Interior Alterations at: Burt's Reliable 1515 Young's Ave. Southold, New York GALLAGHER 91 PROSPECT STREET HUNTINGTON, NEW YORK 11743 LL_ I HOMBURGER (631)385-7722 (631)385-7771 (fax) GONZALEZ info@ghgarch.net ARCHITECTS, PLLC I IAD f? date: drawing no: 1-23-13 Second Floor 5care as note SCALE: 114" = 1 '-0" d_ 1 ,,% IL® revisions: 3-31-17 221^ g y4Q 4-3-17 3-2-18 F OF N �'� 4-10-18 file no: 17: 9 I 4" V I I 4" V 8.011 31-011 5 -0 s-d MIN. _ 2" V IZ" _ MW. MIN. 1 112" V : I 2° V - NEW NEW LAV S" j] W.C. i- 'MIN.' - : N 11" MIN — I I IT' MIN FIXTt1RE PEP H I T� � V WHERE SPACE PERMITS, EXTEND 2ND FLOOR _ GRAB BAR ON TRANSFER SIDE NOTE: DASHED LINE INDICATES \ \ 311 W \I 1/2" W DIMENSI❑NAL CLEARANCE ❑F OPTIONAL WATER CLOSET FRONT ELEVATION LO UNDER LAVATORY ENCLOSURE 1 A — WOM EN'S 3" W SCO scale:3/8"=1'-0" Mens Room � \ LEG CLEARANCES I scale:3/8"=1'-0" 1 � MEN'S \ � � I / I I/2" V I I/ V / 5A" MIN. \ C f 12" V 2" V IZ" MAX. 42" MIN. Women's Room NEW NEW NEW NEW — LAV W.C. I W.C. LAV I I CLEAR �z FLOOR � _ SPACE 105 I I T T PAPER I DISPENSER similar - mirror image FLUSH MARBLE SADDLE — ST FLOOR — W6, T 1 1/2" W 3" W � 3" W 1 1/2" W � =1 CO I CO Restroom 1: TO AN APPROVED FAI I s,9 MIN. WATER CLOSET SIDE ELEVATION SUFFOLK COUNTY SANITARY SYSTEM �V 11 scale:3/8"=1'-0" 2 0 2 CLEAR FLOOR SPACE Enlarged Restroom Plan CO I AT WATER CLOSET similar E\ �- �, Co scale 3/8"=1'-0" SCALE: 112" = 1'-0" 4" HOUSE TRAP IN CONC PIT PARTITI❑N e Plumbing Schematic Diagram SCALE: N.T.S. . M 8 -01171_5172tt 81 -0 1 1 7 _51�2t - - — TOE CLEARANCE ACOUSTICAL ACOUSTICAL ACOUSTICAL CLEARANCE AT TOILET SUSP. CLG. TILE SUSF. CLG. TILE SUSP. CLG. TILE COMPARTMENT Mme. scale:3/8"=1'-0" Jf PAINTED GYP. BD. PAINTED GYP. BD. �— PAINTED GYP. BD. /� PAINTED GYP. BD. A Typical Accessible Restroom Details SURFACE �� MOUNTED A-3 SCALE: 3/8" = 1'-0" 4211 x 36 custom frameless GRAB BARS ADA DRYERshat\ l 6 rn mirror- \\ BY BOBRICK. c � Y \ SEE D ETA I L A/A-3 p C )�q 6" backsplash FOR ADA REQ'D - -1 f MOUNTING HGTS. .... . .:... + - - I- - - - IT IS A VIQLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER T14E DIRECTION OF GALLAGHER.HOMBURGER GONZALE7 ARCHITECTS,PLLC,T4 ALTER AN ITEM ON THESE.DRA:.WINCYS,ll ANY WAY. .: COVE BASE TILE COVE BASE TILE COVE BASE TILE COVE BASE TILE GRAB BARS BY BOBRICK. nIstru instruments of service sand eas such � Preliminary SEE DETAIL A/A-3 FOR remain the property of Gallagher, Hamburger Gonzalez Architects, PLLC 0 For Construction ADA REQ'D MOUNTING HGTS. They are be used only rith respect to this project. ect. Vth the exception of ® Not for Construction one complete set for each party to the contract, all copies ore to be ReVieW Set Elevation A Elevation B Elevation C Elevation D returned mitably accounted forto 0 NOTE. Gallagher Hamburger Gonzalez Architects, PLLC, upon completion of the Work. ® Bid Set SCALE: 112" = 1'-0" SCA!L: I/'' = 1'-0" SCALE: 1/2" = 1'-�" SCALE: 1/2" = 1'-O" 1 . ALL WASHROOM ACCESSORIES SHALL BE BY B O B R I C K U.N.O. Interior Alterations at: Burt's Reliable 2. ALL PLUMBING FIXTURES TO BE BY 1515 Young's Ave. Southold, New York KOHLER OR EQ. 3. PAINTED GYP. BD. AT WALLS AS SELECTED BY GALLAGHER 91 PROSPECT STREET HUNTINGTON, NEW YORK 11743 : OWNER. TILE - HALF HEIGHT PORCELAIN WALL TILE W/ COVE BASE. 48" A.F.F. HAMBURGER (631)385-7722 (631)385-7771 (fax) GONZALEZ 4. PORCELAIN TILE AT FLOOR 18" x 18" info@ghgarch.net OR 12" x 24" THROUGHOUT RESTROOM. ARCHITECTS, PLLC A date: drawing no: 5. PLUMBING ELEMENTS AND FACILITIES TO ARE TO A 1-23-13 COMPLY WITH ICC/ANSI A117.1 2009 asA 4 AMERICAN NATIONAL STANDARD AND COMMENTARY. , revisions: 6. ALL FINISHESAND .� 2.1 -3 0� 3-31-17 PAINT COLORS TO BE SELECTED Fo N y 3-3-1s' 4-10-18 file no: 17:09 BY OWNER. FINISH SCHEDULE DOOR SCHEDULE ROOM` ROOM NAME FLOOR FINISH WALL BASE CEILINGS HGT. REMARKS NUMBER ROOM NAME TYPE MATL SIZE THICK FINISH UNDER CUT RATING CLOSER FRAME MATL FRAME FINISH JAMB HEAD HARDWARE DOOR REMARKS First Floor FIRST FLOOR 01 EXTERIOR p1 GLASS ANODIZED (1 } 3'-0" x 7'-0" 1 3/4" ANODIZED NONE NONE YES ANODIZED ALUM. ANODIZED ALUM. SEE UF. LOCKING 2,6,10 --ALUMINUM SPEC. 101 VESTIBULE PORCELAIN TILE PORCELAIN COVE SUSP. ACOUSTIC CLG TILE HGT. TO BE V.I.F. AS HIGH AS POSSIBLE 02 VESTIBULE D1 GLASS ANODIZED (1 ) 3'-0" x 7'-0" 1 3/4" ANODIZED NONE NONE YES ANODIZED ALUM. ANODIZED ALUM. SERE UF. NONE 2,6 Al UMINUM Al LJKA- S . 102 CREW ROOM PORCELAIN TILE PORCELAIN COVE 03 DISPATCH OFFICE D2 WOOD W/GLASS (1 ) 2'-0" x 7'-0" 1 3/4" STAINED 3/8" NONE NONE HOLLOW METAL PAINTED F-1 F-1 LOCKING 1 ,3,5,9 103 DISPATCH OFFICE PORCELAIN TILE PORCELAIN COVE 04 DISPATCH MANAGER MARK D3 WOOD (1 ) 3'-0" x 7'-0" 1 3/4" STAINED 3/8" NONE NONE HOLLOW METAL PAINTED F-1 F-1 LOCKING 1,3,5,9 104 MEN'S ROOM PORCELAIN TILE PORCELAIN COVE 05 MEN'S ROOM D3 WOOD (1 ) 3'-0" x 7'-0" 1 3/4" STAINED NONE NONE YES HOLLOW METAL PAINTED F-2 F-2 LOCKING ,3,5,8 105 WOMEN'S ROOM PORCELAIN TILE PORCELAIN COVE 06 CLOSET D4 WOOD (2) 2'-6" x 7'-0" 1 3/4" STAINED 3/8" NONE NONE HOLLOW METAL PAINTED F-1 F- 1 NONE 1 ,3,5,7 106 CLOSET CARPET TILE IRUBBER BASE 07 WOMEN'S ROOM D3 WOOD (1 ) 3'-0" x 7'-0" 1 3/4" STAINED NONE NONE YES HOLLOW METAL PAINTED F-2 F-2 LOCKING ,3,5,8 08 OFFICE MANAGER (TOM) D3 WOOD (1 ) 3'-0" x 7'-0" 1 3/4" STAINED 3/8" NONE NONE HOLLOW METAL PAINTED F- 1 F-1 LOCKING 1 ,3,5,9 107 CORRIDOR PORCELAIN TILE PORCELAIN COVE 108 DISPATCH MANAGER (MARK) CARPET TILE IRUBBER BASE 09 OFFICE (PETE/BRUCE) p3 WOOD (1 ) 3'-0" x 7'-0" 1 3/4" STAINED 3/8" NONE NONE HOLLOW METAL PAINTED F- 1 F-1 LOCKING 1 ,3,5,9 10 BASEMENT DOOR D3 WOOD (1 ) 3'-0" x 7'-0" 1 3/4" STAINED NONE 1 1/2 HR YES HOLLOW METAL PAINTED F-1 F- 1 LOCKING 109 DISPATCH MANAGER (TOM) CARPET TILE RUBBER BASE 11 SUPPLY CLOSET D3 WOOD (1 ) 3'-0" x 7'-0" 1 3/4" STAINED 3/811 NONE NONE HOLLOW METAL PAINTED F-1 F- 1 NONE 1 ,3,5,7 110 OFFICE (BRUCE PETE} CARPET TILE RUBBER BASE 12 VESTIBULE D1 GLASS ANODIZED (1 ) 3'-0" x 7'-0" 1 3/4" ANODIZED NONE NONE NONE ANODIZED ALUM. ANODIZED ALUM. SEE UF, NONE 2,6 ALUMINUM ALU SPEC. 111 CORRIDOR STAIR PORCELAIN TILE PORCELAIN COVE 13 EXTERIOR DOOR D1 GLASS ANODIZED (1 ) 3'-0" x 7'-0" 1 3/4" ANODIZED NONE NONE YES ANODIZED ALUM. ANODIZED ALUM. SEE UF. LOCKiNG 12,6,10 (STAIR) ALUMINUM ALUM. sPEc. 192 GENERAL OFFICE AREA CARPET TILE RUBBER BASE Second Floor 113 SUPPLY CLOSET CARPET TILE RUBBER BASE 14 IPANTRY AREA _ D3 WOOD (1 ) 3'-0" x 7'-0" 1 3/4" STAINED 3/8" NONE NONE HOLLOW METAL PAINTED F-1 F- 1 NONE 1 ,3,5,7 15 RESTROOM D3 WOOD (1 ) 3'-0" x 7'-0" 1 3/4" STAINED NONE NONE YES HOLLOW METAL PAINTED F-1 F- 1 LOCKING ,3,5,8 114 COPY AREA CARPET TILE RUBBER BASE 16 CONFERENCE ROOM D5 GLUMINUMODIZED (2) 3'-0" x 7'-0" ANODIZED NONE NONE NONE ANODIZED ALUM. ANODIZED ALUM. F- 1 F-1 NONE 1 ,3,5,7 115 STAIRWELL CARPET RUBBER BASE 17 CLOSET D3 WOOD (1 ) 3'-0" x 7'-0" 1 3/4" STAINED 3/8" NONE NONE HOLLOW METAL PAINTED F- 1 F-1 NONE 1,3,5,7 116 VESTIBULE PORCELAIN TILE PORCELAIN COVE 18 OFFICE D3 WOOD (1 ) 3'-0" x 7'-0" 1 3/4" STAINED 3/8" NONE NONE HOLLOW METAL PAINTED F- 1 F-1 LOCKING 1,3,5,9 SECOND FLOOR 19 MARTY'S OFFICE D3 WOOD (1 ) 3'-0" x 7'-0" 1 3/4" STAINED 3/8" NONE NONE HOLLOW METAL PAINTED F-1 F- 1 LOCKING 1 ,3,5,9 201 PANTRY AREA PORCELAIN TILE PORCELAIN COVE SUSP. ACOUSTIC CLG TILE HGT. TO BE V.I.F. AS HIGH AS POSSIBLE 202 RESTROOM PORCELAIN TILE PORCELAIN COVE _ 203 1CONFERENCE ROOM I CARPET TILE IRUBBER BASE NOTE: ALL LOCK TYPES AND KEYING TO BE CONFIRMED WITH OWNER 204 HALL CARPET TILE RUBBER BASE 205 CLOSET CARPET TILE RUBBER BASE 206 OFFICE CARPET TILE RUBBER BASE 207 MARTY'S OFFICE CARPET TILE RUBBER BASE NOTE: ALL FURNITURE FINISHES BY OTHERS. DOOR TYPES WALL TYPES DOOR REMARKS (DOOR SCHEDULE) 1. DOOR TO HAVE 3/8" UNDERCUT 2. DOOR TO RECEIVE EXPOSED OVERHEAD CLOSER. NORTON 2 2 2 2 8501 WITH ARCHITECTURAL METAL COVER (FULL) TYPE FOR 31-011 31-011 3'-011 21-6" 2'-611 31-011 31-011 2'-611 *SIDING TO MATCH EXISTING COMPLIANCE WITH ADA GUIDELINES AND CABO/ANSI* 1" RIGID INSULATION (R-5.0) *SIDING TO MATCH EXISTING A117.1-2009 REQUIREMENTS q 1 I a \ 1 *15# BUILDING FELT *15# BUILDING FELT 3. FRAME TO BE PRIMED AND PAINTED (SEMI GLOSS) \ f2" EXTERIOR GRADE PLYWD. *Y 4. DOOR TO BE PRIMED & PAINTED OPTION #1" EXTERIOR GRADE PLYWD. ( ) SHEATHING 5. DOOR TO RECEIVE STAIN &VARNISH FINISH IN FIELD (2 4 \ - - _ 4 \ _ - SHEATHING COATS) (OPTION #2) / \ 6. DOOR SHALL RECEIVE PULL HANDLE HARDWARE \\ � / 14 14 _ 7. DOOR SHALL RECEIVE LEVER-TYPE PASSAGE SET HARDWARE \ \ 8. DOOR TO RECEIVE LEVER-TYPE PRIVACY LOCK HARDWARE 15 15ARE 4M X 10. DOOR TO RECEIVE DEADBOLTT -INSIDDE. DOOR TO RECEIVE OFFICE 1THUMB M M TURN OUTSIDE KEY CYLINDER LOCK 6 BATT INSULATION BY OWENS =ap BATT INSULATION BY OWENS =� _� 11. DOOR TO RECEIVE EXIT LOCK HARDWARE 12. DOOR TO RECEIVE T O S OREROOM LOCK HARDWARE 3 3 3 3 3 3 CORNING OR EQUAL. (R-21.0) tr) CORNING OR EQUAL. (R-21.0) Ln (1) LAYER OF 5/8" TYPE "X" GYP BD. 2"x6" WOOD STUDS @ 16" O.C. MAX. (1) LAYER OF 5/8" TYPE "X" GYP BD. (1) LAYER OF 5/8" TYPE "X" GYP. BD. 2"x6" WOOD STUDS @ 16" O.C. MAX. ON EACH SIDE OF 2"x4" SILL TYPES FLAME TYPES 0 KEYNOTES FOR DOOR DETAILS WOOD STUDS @ 16" O.C. MAX. F E TYPE F-2 1. STAINED WOOD DOOR j�71 WALL TYPE W2 WALL TYPE WALL TYPE IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING _� 2. PAINTED HOLLOW MTL. FRAME. VV 1 SCALE: 1 11211 = 11-011 SCALE: 1 112" = 1 '-0" W3 SCALE: I I/2" = I '-O" UNDER THE DIRECTION Off'GALLAGHER 140MBURGER GONZALEZ :;,f! FR4E TYPE F-9 90 5 2 \ (SEMI-GLOSS PAINT) PLAN VIE � 2" LO ( W) (PLAN VIEW) (PLAN VIEW) ARCHITECTS,PLLC,TO ALTERAN ITEM ON THESE DRAWINGS,IN 2 90 5 2 2� � � P- 3. FINISHED FLOOR LINE ANY WAY. s P 4. 3/8" TEMPERED GLASS 3 95. DBL. 2"x_WD. STUDS @ JAMBS EXTENDED & 101" SECURED TO STRUCT. ABOVE All droWings and copies thereof are 6. BACKER ROD AND SEALANT instruments of service and as such Preliminary 7. TREATED WOOD BLOCKING remain the property Gallagher, A Hamburger Gonzalez Architects, PLLC � For Construction \_I/ A �� to this 8. SEALANT AND SHIM AS REQUIRED They are to be used only *ithof ®respect Not for Construction 9. STIFFENER STUD @ ALL DOOR ro' ct. With the exception one complete set for each port to FRAME LOCATIONS the contract, all copies ore to be \ M \" $ I' returned or suitably accounted for to 0 Review Set 5 P 10. 5/8 GYP. BD. TYPE-X Gallagher Hamburger Gonzalez Architects, 93 8'° 2'° /$� LO 60 $� 2'° �/8'° 1�. FRAME STOP WOOD PLLC, upon completion of the Work. ® Bid Set a- P- 12. EXTRUDED ALUM. SADDLE 13. EXPANSION BOLTS @ 24" O.C. (MIN.) 3" THERMAFIBER SOUND ATTN. BLANKETS 3" THERMAFIBER SOUND ATTN. BLANKETS &(HEAD DETAIL JAMB DETAIL 14. NARROW- STILE ALUMINUM DOOR ALTERNATE: 3 1/2" SOUND ATTN. BATT ALTERNATE: 3 1/2" SOUND ATTN. BATT Interior Alterations at: INSULATION BY OWENS CORNING OR EQ. INSULATION BY OWENS CORNING OR EQ. wooDTRIM SIMILAR) F-2 (HEAD SIMILAR) 15. EXTRUDED ALUMINUM FRAMING SYSTEM - 16. KICKPLATE AT REST ROOM DOOR ONLY Burt's Reliable Lo� LO NOTES NOTES FOR CEILING FINISHES - 1515 Young's Ave. Southold, New York NOTE:ALL DOORS TO RECEIVE WALL MOUNTED STOPS. 2'x 4'CORTEGA SQUARE LAY-IN ACOUSTICAL CEILING TILE WITH 15/16" PRELUDE � LO 1"HIGH DOME STOPS WALL BUMPER HEAVY DUTY GRID AS MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES, OR EQUAL. 91 PROSPECT STREET ROBERT BROOKE AND ASSOCIATES-RBA)AT WALL (MODEL#WS402CVX BY (COLOR:WHITE) - M GALLAGHER ap HUNTINGTON, NEW YORK . 11743 (V.I.F.). TYPICAL NOTES FOR ALL SPACES ARE AS FOLLOWS: = LO NOTE:ALL SECURITY LOCKS& HARDWARE AS MANUFACTURED A. THOROUGHLY PREPARE ALL SURFACES AS REQUIRED TO O G LAYER ofYP BD.ON EACH SIDE O TYPE' „ „ „ GOF HOMBURGER (631)385-7722 . RECEIVE NEW FINISHES. (1) LAYER OF 5/8 TYPE X GYP BD. 2"X4"WOOD STUDS BY"CAL-ROYAL"OR EQUAL. B. ALL FINISHES SHALL BE INSTALLED IN STRICT ACCORDANCE (1) 2'W" WOOD STUDS @ 16" O.C. MAX. @ 16"O.C.MAX. (631)385-7771 (fax) NOTE:ALL STANDARD HARDWARE&LOCKS PIONEER SUCSL WITH MANUFACTURER'S SPECIFICATIONS LAYER OF 5/8 TYPE X GYP BD. FIRE 2"x6" WOOD STUDS @ 16" O.C. MAX. GONZALEZ SERIES AS MANUFACTURED BY"CAL-ROYAL" FIR Y T (626-26D-SATIN CHROME)AG DESIGN OR EQUAL. ARCHITECTS, PLLC info@ghgarch.net NOTE: ALL FIRE $ SMOKE ALARM DETECTION SYSTEMS t INSTALLATION SHALL WALL TYPE WALL TYPE COMPLY W/THE 2015 IFC t 2015 IBC CHAPTER 5 (FIRE PROTECTION SYSTEMS) NOTE :ALL HOLLOW METAL DOOR FRAMES TO RECEIVE 3 RUBBER ECTIONS 901 THRU 9 1 1 . BUT NOT LIMITED TO THESE SECTIONS ONLY. SCALE: 1 1/2" - 1 '-0" WS SCALE: I 1/2" = I '-0" /--- date:ILL- I drawing no: BUMPERS PER STRIKE JAMB&2 PER HEAD JAMB. Q,F_D Aq NOTE: THE FIRE AND SMOKE CONTRACTOR SHALL BE RESPONSIBLE FOR THE (PLAN VIEW) (PLAN VIEW) W6 WALL TYPE �._ 1-23-13 NOTE :ALL HOLLOW METAL DOOR&VISION FIRE SPRINKLER DESIGN AND SUBMISSIONS AND OBTAIN ALL NECE55ARY SCALE: I " = 1 '-0" M �seale: PANEL FRAMES TO BE SEMI GLOSS PAINT. APPROVALS FROM THE SUFFOLK COUNTY FIRE MARSHALS OFFICE. (SECTION VIEW) / �`, ? � as noted NOTE: ALL EXISTING FIRE AND SMOKE TO BE RAISED ABOVE PROPOSED revisions: CEILING HEIGHT. '9 22 79 O� 3-3 y 4-3-1717 NOTE: FIRE AND SMOKE CONTRACTOR SHALL COORDINATE LAYOUT 0 NE 3-2-18 WITH HVAC SHEET METAL SHOP DRAWINGS. 4-10-18 file no: 17: 9 Accessibility - Change in Level Accessibility - Door Clearances 1/4"max. 36 min 32 min 32 min 32 min NA FIGURE 303.2 Vertical Change Change in Level (b) (c) (d) Sliding Door Folding Door Doorways without Doors P 1/4" max. 1 2 1/2" max. (a) NEW 4"x 4" POST W1 15C44EX1St'g roof Hinged Door FIGURE 404.2.2 POST CAP ON EPB44 GALV. to remain CLEAR WITH OF DOORS ti / MTL. POST BASE ON 10" DIA. x >O 3'-0" DEEP POURED CONC. FTG. ¢ Exist'g posts to C7 @� roof to remain co I LU 1/4"-1/2"max. 2 °o a 2"x8" Rim Joist o o w 0 w� 2"x8" J W< a D.J. °° v~i I Ex. Landing (b) - o 16" O.C. I N o to be exte ed flush FIGURE 303.3 _ _ - Beveled Changes in Level Q Q `� I fin. flr. 60 min it d 60 min 2'W" Rim Jois I — Accessibility - ManeuveringClearances 60 min 0 3 0 3 N_ (a) (b) -- (c) m a a O O FIGURE 404.2.5 Q 21 Q a = N TWO DOORS IN A SERIES x W x W x W _ • O NSI N K I " ZI O CC to V1 fn U) (a) Circular 18 min E E E 12 min* � E co E 36 min CD 60 min Co CV CN C lA Lf) CV E (a) Front Approach, Pull Side (c) Hinge Approach, Pull Side CID M E O 24 min * If both closer and latch are provided Q o _ (b) Front Approach, Push Side 36 min 12 min* A 00 5 PER A IDRAIL 5 15C 12 min 12 min AS SELECTED BY OWNER c E (b)T-shaped 42 min C LO 22 min Ramp Foundation Plan Ramp Plan ' N FIGURE 304.3 SIZE OF TURNING SPACE SCALE: 1/4" = P-0" SCALE: 114" = P-0" (d) Hinge Approach, Pull Side 48 min 1220 E * If both closer and latch are provided of **48 min. if both closer and latch provided M (e) Hinge Approach, Push Side S 24 min FIGURE 305.3 E24 min co E SIZE OF CLEAR FLOOR SPACE N v 54 min. If both closer is provided *48 min. if closer is provided (f) Latch Approach, Pull Side 7A (g) Latch Approach, Push Side FIGURE 404.2.3.2 MANEUVERING CLEARANCES AT IT IS A VIOLATION OF THE LAW FOR ANY PERSON;UNLESS.ACTING MANUAL SWINGG JG DOORS UNDER THE DIRECTION OF GALLAGHER HOMBURGER GONZALEZ ARCHITECTS,PLLC,TO ALTER AN ITEM ON THESE DRAWINGS:IN ANYWAY, All droWings and copies thereof are 0 Preliminary instruments of service and as such remain the property of Gallagher. Hamburger Gonzalez Architects, PLLC 0 For Construction They ore to be used only frith respect to this project. With the exception of ® Not for Construction one complete set for each party to the contract, oil copies are to be 113 returned or suitobly accounted for to Review Set Gallagher Hamburger Gonzalez Architects, PLLC, upon completion of the Work. ® Bid Set Interior Alterations at: Burt's Reliable 1515 Young's Ave. Southold, New York GALLAGHER 91 PROSPECT STREET HUNTINGTON, NEW YORK 11743 HOMBURGER (631)385-7722 (631)385-7771 (fax) GONZALEZ • info@ghgarch.net ARCHITECTS, PLLC date: drawing no: ��D AR 1-23-13 -' . scale: as noted I .J . A 6 14 . s, revisions: 22 79 OQ 3-31-17 F 3-2-18 � F N 4-10-18 file no: 17:09 4-18-18