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37196-Z
SU FF Ot/c Town of Southold Annex 7/9/2012 P.O.Box 1179 cm 54375 Main Road o Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 35808 Date: 7/9/2012 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 10095 Route 25,Mattituck, SCTM#: 473889 Sec/Block/Lot: 142.4-26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 5/1/2012 pursuant to which Building Permit No. 37196 dated 5/7/2012 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: Alterations to a Commercial Building: Bagel Store (Interior Only)Handicap Bathroom, Kitchen, as applied for. The certificate is issued to Mattituck Plaza LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37196 7/3/12 PLUMBERS CERTIFICATION DATED orize Si ure O�guFFQLA- TOWN OF SOUTHOLD ,� ay BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE o. SOUTHOLD, NY 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 #: 37196 Date: 5/7/2012 Permission is hereby granted to: Mattituck Plaza LLC PO BOX 77 Mattituck, NY 11952 To: Alterations to a Commercial Building; Bagel Store (Interior Only) Handicap Bathroom, Kitchen, as applied for. At premises located at: 10095 Route 25, Mattituck SCTM #473889 Sec/Block/Lot# 142.-1-26 Pursuant to application dated 5/1/2012 and approved by the Building Inspector. To expire on 11/6/2013. Fees: CO-COMMERCIAL $50.00 NEW COMMERCIAL, ALTERATION OR ADDITIONS $303.60 Total: $353.60 a Bui ding Inspector o�X�pF SO(/l�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G roger.riche rt(cD-town.so utho Id.ny.us Southold,NY 11971-0959 A*, COU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: North Fork Bagel Co Address: Center Mall Rt 25 City: Mattituck St: NY Zip: 11952 Building Permit#: 37196 Section: 142 Block: 1 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: . DBA: North Electric Co License No: 890-e SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 41 Ceiling,Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures, Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors 2 Sub Panel A/C Blower Range Recpt Fluorescent Fixture 14 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures 2 Time Clocks 1 Disconnect Switches 11 Twist Lock Exit Fixtures 3 TVSS Other Equipment: 2-paddle fans, 1-exhaust fan, 2=walk in coolers Notes: Inspector Signature: Date: July 3 2012 81-Cert Electrical Compliance Form.xis OF 50(/T�o� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: 7,-- �DAT `E INSPECTOR Of SO�l�olo V • "Ar o�yCo�'N� TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 JNSPECTION. . .. _., [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY KFIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: LcLl cl- DATE r1l`J 1 INSPECTOR ZY FIELD Il�iSPECTZ4N REPORT DATE COMMENTS . .. tb FOUNDATION(1ST) 1NMr --------------- FOUNDATION(2ND) «\ , o 0 . o ROUGH FP AAMQ& y PLUMING Ltd INSULATION PER N.Y. H STATE ENERGY CODE Y FINAL /,6 f— ADDITIONAL COMMENTS CP ►� -�I2 S TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BIJ LDING 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 SoutholdTown.NorthFork.net PERMIT NO. / 1�✓ Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: D� Phone: Expiration ✓ 20 J-3 I-- C E � W E Building Inspector j ll" PLICATION FOR BUILDING PERMIT MAY - 1 2012 Date 4- 2—7 '2 O Z , 20 BLDO.DEPT. INSTRUCTIONS TO0 OF SOUTHOLD a. 'Airs app ication 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) -/ 63��24'8—Z2so blZS6 (Wiling address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises NoO� ���� �jo,Q� C0 m p`n� e.�r� ���� ���SK9V (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: C -V-e c �LN\ RR3te ZS House Number Street Hamlet County Tax Map No. 1000 Section \ 4'2_ Block Lot 2 , 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 '�>c'q e\ ss b. Intended use and occupancy V_>C�'w \ S ^2 3. Nature of work (check which applicable): New Building Addition Alteration K Repair Removal Demolition Other Work (Description) 4. Estimated Cost S 300o 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. C �c.3 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Fortner Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect laa�r-j)c, , � i e rAddress Phone No 2c b'--7 J I •b Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any.point on property is at 10 feet or below, must provide topographical data on survey. 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 ) being duly sworn, deposes and says�lt�N(� �®.igplicant (Name of individual signing:contract) above named, Notary Public,State of New York No.01 BU6185050 Qualified in Suffolk County (S)He is the Commission Expires April 14, "(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 1 �4— day of 20 Notary Public Signature of Applicant BOARD OF HEALTH . FORM NO. 1 3 SETS OF PLANS ............... TOWN OF SOUTHOLD SURVEY BUILDING DEPARTMENT CHECK ......................... TOWN HALL -SEPTIC FORM SOUTHOLD, N.Y. 11971 TEL: 765-1802 NOTIFY: CALL Examined.................. 19.... MAIL TO:.el�4L...�c�rt�•v v?�15_Ai1vT��Tioit, Approved........:......... 19.... Permit No. Disapproved a/c .........:........................ ..........ZooK /V.. //.... ...................................................... ................................ (Building Inspector) APPLICATION FOR BUILDING PERMIT Date.... // /Z...., 9... INSTRUCTIONS a. This application mist be completely filled in by typewriter or in ink and submitted to the Building Inspector wit 3 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 giving a detailed description of layout of property mist be drawn on the diagram Which is part of this application. c. The Mork 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 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 whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APMICATICN 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, housin code,, and regulations, and to admit authorized inspectors on premises and in bui i r -essary inspection t (Signature of applicant, or name, if a co ration) 711 Cf7`?Cc �., dLEYRoo/� Ny J/7yJ �r.... .......... . (Mailing address of �pplicant) f State Whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plmuber or builder � E �/CO EcTSa.tJ CO�JTi� ciu/C............................................................... .................................................. . Name of owner of premises ............................................................................................. (as on the tax roll or latest deed) If applicant is a corpo ati , signatin e of duly authorized officer. .......-- N........ ems........ (Name and title of corporate of icer) MAY 16 2012 Builders License No. ......................... Plumbers License No. ......................... BLDG.DEPT. Electricians License No. TOWN OF SOUTHOLD Other Trade's License No. .................... 1. Location of land on which proposed work will be done.............................................................. �0 0 .,9 6- /, LU A, _1 6f CK ....... ........................!d s.............................. ........ ..................................... Haase Number Street Hamlet County Talc Map No. 1000 Section ................ Block ................ Lot ................ Subdivision ....... Filed Map No. ............... Lot .....'.......... (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy .......f.2� 9GEL ?��'................................... b. Intended use and occupancy ...../U.GLL eSi/O/' Nature of cork (check uhidh applicable): New Building .......... Addition .......... Alteration .......... Repair ............ Ramal ............. Demolition ............ Other Work •i ff.�}u./#ttTo•i7i7TSc (Description) Cx.�=,ucuL3;,sn,G �5ys ,y Estimated Cost fee .............................................. (to be paid on filing this application) If dwelling, nurber of dwelling units ............ limber of dwelling units on each floor Ifgarage, number of cars ...................................... If business, 'conuercial or mixed occupancy, specify nature and extent of each type of use... Dimensions of existing structures, if any: Front................ Rear ............... Depth ................. height ......................... Umber of Stories ...................... Dimensions of same structure with alterations or additions: Front ............... Rear ............... Depth .................... Height .................... Number of Stories ............... Dimensions of entire new construction: Front ................ Rear ............... Depth .............. lleig)it ......................... Number of Stories ..................... Size of lot: Front .................... Rear .................... Depth .................... ). Date of Purchase ..................... Name of Former Owner ......................................... i. Zone or use district in rimich premises are situated ............................................................... >_. Does proposed construction violate arty zoning law, ordinance or regulation: ........................ 1. Will lot be regraded .................... Will excess fill be removed from premises: YES NO i. Names of Owner of premises ........................... Address .............................. Phone No. ............. Name of Architect ..................................... Address .............................. Phone No. ............. Name of Contractor �cSs�U v �o Eci_arl mess �7F4 (' Y"C"i ST/ /aoe�gr�acne 1b_ _G�!- 878-�yQyG i. Is this property within 300 feet of a tidal wetland? * YES .......... NO ... . *IF YES, SODTi10iD TOidi TRDSiIES PERMIT MAY BE MWIItED. PLOT DIAGRAM locate clearly and distinctly all buildings, whether existing or proposed, and indicate all set-back dimensions run property lines. Give street and block number or description according to deed, and show street names and indicate nether interior or corner lot. rnlr OF NN YORK, { ss mry or. /L/ OL/G........ ......A . ......Ei S/�y ..............being duly sworn, deposes and says that he is the applicant Vane of individual signing contract-) xrve rm<-med, e is the .......�19.mrT2f7C7-02 .......................................................... .................................. (Contractor, agent, corporate officer, etc.) f said owner or owners, and is duly authorized to perform or have performed die said work and to make and file this pplication; that all statements contained in this application are true to die best of his knowledge and belief; and bat the work will be performed in the manner set 'forth in the application filed therewith. worn to before me this .--•---.day of ....M�:.... ���. yHOMAB JAYMES ZELEZW . Koury pwft-Stato of Now York notary Public . . ........ ..... ..... . NO.01ZE4251477 ............. .. .. ... .... ....... y QUSWWd In S�Ci (Signature of ant) M Cowdoolon Ex Town of Southold - Chapter 236 - Stormwater Management o g SWPPP - Storm Water Pollution Prevention Paln Assessment Form GENERAL INFORMATION: (All Requested Information is Required for a Complete Application) APPLICANT NAME: Owner-Agent-Consultant-Contractor or Other(Circle One) Property OWNER(If Different than Applicant?,e f C)L- n'Rl-- Address �e��2 pot hVOPx- �� C°' . �. Ccfclln'0- Mom^ R C ` , Cj` Address: Telephone F #_ � c ^1f t1\ 2q%_L,L S--J Telephone W. Fax#: E-Mail: 5, E-Mail: Property Address:. . ' J t M I j Brief Description of Construction Activity,Proposed Structural BMPs,Soil SC.TM #: �000 2o Stabalization BMPs,Project Scope and/or Sequence of Construction Activity District Section 91oUt Lot (Provide Additional Pages as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: Address: -r),_a__..._ _1_.e Telephone#- Fax#: 'fl k 7�1 E-Mail: C)^ -- Name of Persons Responsible for Installation&Maintenance of Erosion Control Practices _-_-'"`" - -__. _____ -__ __ »_____ --_--_----_-_.._---- -__-_ Address: -------------------------------------------- Telephone#. -------------------------------------------- E-Mail: --------------------------------------------- Total Area of All Total Area of Land Clearing ----------------------------------------- --- Project Parcels: and/or Ground Disturbance: (S.F./A-) (S.F.f Aces) Project Duration: Start End ----__---------------__-__---_-_ (Anticipated) Date: Date: ---------___ (Number of Calendar Days) Will this Project Disturbe five(5)or More Acres at ----- µ--- ~------ -w--'--'" '-- _ "`- I Any One Time.During the Proposed Development? Yes No -------------------------------------------- If YES:Please Answer the Followingl ______________ O a. Does the Applicant have a Qualified Inspector On i Staff To Conduct the Required Inspections? Yes No b. Does the SWPPP Indicate How Frequently the Site O = List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPPAdequately Identify All Temporary Q Q ------------------------------------------------ and/or Permanent Soil Stabalization Measures? Yes No --"--'---"--'-'-" """--------------------- d. Does the SWPPP Adequately Identify a Complete Q F-1-1 ------------------------------------------------ Project Phasing Plan? Yes NO e. Does the SWPPP Indicate Additional Site Specific [ Status of Impacted Waterbody:(eg.TMDL,303(d)Listed,Impaired...) Q Practices that Will be Utilized to Protect Water Quality? Yes No�] f. Has the Applicant Submitted a Completed DEC Notice Type of Impacter(Waterbody:(eq.Lake,Creek,B Pond,Sound,Freshwater Wetland-) Of Intent and SWPPP Acceptance Form for Review Q Bay, oun j by the Town of Southold? Yes o Ed STATE OF COUNTY PORK, C� Notary Public,State of New York COUNTY OF—..........................................SS No.01 BU6185050 Qualified in Suffolk County--)()I That I, being duly sworn,deposes and says t02Rl !14M(Name of individual signing Document) lrAltc,A>j3rt�o14l; t, Andthat he/she is the ..............................................(Owner,Coot......,Agent,Corporate.. Officer,e................................................................... (Owner,Contractor,Agent,Corporate Officer,etc.) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to +. make and file this application;that all statements contained in this application are 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 herewith. Sworn to before me this; ..............................................day of..... ........ Notary Public �:::��................. .. ... .......... ........... % (Sig a cant) SWPPP Assessment FORM: 03-12 TOS "SWPPP" Preparation - Chapter 236 Article 11 - Storm Water Management 1 Storm Water Pollution Prevention Plan Review Checklist - �l Checklist # 1 REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i € i Plan Sheet Does the SWPPP Adequately Provide for and/or Indicate the Following:) €YES t NO i N.A.t Explanation for NO or N.A. (pg.#) ( q Y 9) € € Location 1. Drainage Calculations&Stormwater BMPs Designed to contain a Two Inch Rainfall On-Site. _ _ i £ Qr�S-�� -_- i •� cM -____ __ 2.-Construction PhasingPlan Indicating SequenceofProposed Construction Activities. t0€0€Os cr - -�-- ------------ _-__-------��--- `--`- --s t s t~-- --- R f _.�-___ 3. General Location Map----___-_--_ €Os=rOt --€ € € r______________________________________ 4. Plan Drawn to Scale of not- less than Sixt�r_(60'ifeetto the Inch Indicating the Following t0€0€�€ ^-a and Description ofProperty-Boundaries € s € --------------------------------------------------- Location _ _P_ _ .,.---------------------------.t0€Os0€ b _Site Acrea9e;-----------------------------------------------._--.�€O m------____.--------------------------------------------- _,Natural c. All Existing and/or Man Made Features on and within 500'of the Property Boundary; _ �i0 � _ __-______-_-___--_---,---------------- ----------. _d. Test Hol_e_D_ata I_nd_mating Soil Chara_ct_eris_tics_&Depth to Seasonal High Water TableM___ €�€0€ € -T e��Contours I----in Property Elevations Min. -;-- - t s r ---------_______--__----_____________________________ g P— ---___i__-�____________________________.=10¥ r-----___-_------_-_----__---_-_--_------------.---_-_ �-f.- Spot Grade&Finish Floor Elevations for Existing and Proposed Structures; g `Location of Wooded Areas&Isolated Trees with a Minimum Dirnension of`18"Diameter; s=s=' € ------ ------- ----- ----------- --- __ t i _______-------____-----__.-_.------------ - h SoflConservation�istrict�oiiS`urvey4' --`___________________________ «tOsOt�s "--" - € € ___._____._.______. .__ ._.------._-----------------------_-_ 5. Background Information about the Scope of the Project,Location&Description of the Site, _ s t t Proposed Changes to the Site and All Existing Develo ment on the site Includin the Followin €0 s !Q s ----__P-___.___g------------------9_---- P_--------______9_______9-J t L_-_-----_------_--__-____-----_____-_----__---__-_-_ _a- AIllm.provementslncludj_ngTot46mg91UndDistdb-ance8•[,ptalSiteArea;----------1=1=1=1-____..-__ _ b. All Excavation,Filling,Stripping&Grading Proposed and Identified as to depth,Volume s t s € - `- "" _______ __________ ___________ _ & Nature of_MaterialsInvolved _____________________ €�I IDi ______ ____ _________________________ -- -- ---------------- --€ t s r------------ -c^ AllAreasReq_uiringClearingand/orGjM ingL_______________________ _ ___ _ _______________ ____._._____________ ______,_____ -- d. All Areas Where Topsoil is to be Removed,Stockpiled and where Topsoil will ultimately € ; t be placedl__________________________ €OsOt�s _ _ ___ _________________________s t s --_-_.___---------_- ---_----_----_-_---------_--_---- --e. All Temporary&Permanent Vegetation to be Placed on Site_ € s €m s _ f.�AllTemporary&PermanentStormWaterRunoffBMPControlMeasuresProposed -___-_11DiO1L�li`-` _________ __________________ ___________ - ---- - -- -------------------------------------- --------- --------------------------------- -9 The Anticipated Pattern of Surface Drainage During Periods of Peak Runoff; -� _ s ter_.-��� ��- _ -h The Location of all Roads,On'veways,Sidewalks,Patios,Structure's Utilities&Other - ______________ _____________—_____ _____--__------t�sOt�j ---__—_-------_-----. —_---_------_-----_—__--___----- Improvements,Including Temporary Access&Construction Staging Areas; s t € € ___. ___________ ___ ____.t s € ;---------------------- -----.__----------_-_-_----_--_.__ �T. TH67 Existing$iriinal Contours and or Spot-€levattons of the s€te. t €0€ € 6.�A Schedule of the Sequence for the Installation of All Planned Soil Erosion,Sedimentation-�-� i --------------------- ------------------------------------ &Sto_rmwater_Runoff_Control M_ea_sures. ____ _ ____ ___________ _ :=tOtOt --� i € €.---_._-------------- ------------------- ---__----_-- escription o_f Polluti_on Pre_v_en_tio_n_M_e_a_su_r_es_t_h_atw_ill be_Implemented ______ __-_-___ tOtOt�t _________________ ___________ 8:-A Description of the Minimum Erosion&Sediment Control Practices to be Installed and/or t s t s t0€0tmt Implemented for Each Construction Activity that will result in Soil Disturbance.____________€ € € € ---_-_----------- ----------- 9.-Descri Ation_of Construction&Waste materials Ex ected to be Stored On-Site._ t s € _______ _ P_ 1? __.-___�ototoL------------------- ------.__-___-__-_ --___--__-_ 1 T_Temporary&Permanent Soil Stabilization Plan that meets the Current Version of the t t € t New York State Storm Water Design Manual Technical Standard. --€ t € s--------------------- ------------------ ----------- 11. _Gene_r_al_S_ite_Pla_n a_n_d Construction Drawings ifor the Project________ _____________ I�€=€Ot _---_-_-_--_--_ 12.-Dimensions,Material Specifications&Installation Details for Al Erosion 8�Sediment Control Practices.-� € € r`-"---` _ _______ _______________ ------------------------------------------------�Ot�t� — 13.-Tern oral Practices that will be Converted to Permanent control Measures. iDiDi4 -----------------_-- ------------------------------- ------------- TUT mplementation Schedule for Staffing Temaorar Erosion Control Practice or BMP.---_-----tOsOt V�s tt _______._._----------- -----------__----_ ___----_--_ 95.-Maintenance Schedule to Ensure Continuous&Effective Operation of Erosion& € s € s Sediment Control Practices. __ _ t t s € 16. Names of Potential Surface Waters of the State of New York and/or MS4 that may be H $ i--------`----------- _ ____________ ____ ____ ______ _ I Impacted by Development. €=t=€O s x M- _ ___ _____________________________________t € € s-_-__-_----_---_-__-__- -__-__--_------ -_---_-_--_ 17. Delineation of Storm Water Control Plan Im_elementation Responsibilities for Each part of the__s t s t ----------------------------- Project tpsQt ]r----------------------- Construction Site. ���__________________ -- _ t t t € _ ------------------------------ I Al other Existin Data that Describes Storm Water Runoff and/or Natural Drainage Swales. __t t € r----� ---- ---- - _ � __________________________________ .__-____ io;o ___-_--_-_-_-__-_ --____-___---__ -__-_----__ 19.-Identification of All Contractors)/Sub-Contractors) Responsible for Installing,Constructing, Repairing,Replacing,Inspecting and Maintaining the Erosion&Sediment Control Practices. Storm Water Management Control Plan Checklist#1 : 03-12 DEC "SWPPP" Preparation - Chapter 236-19, Article 111 - Storm Water Management Storm Water.Pollution Prevention Plan Review Checklist - s,< Checklist # 2 (Additional Items to be included with Checklist # 1 when Article III is trigered.) REQUIRED PLAN INFORMATION AND IMPLEMENTATION DETAILS: i i € i Plan Sheet Does the SWPPP Adequately Provide for and/or Indicate the Following:) YES€ NO i N.A.€ Explanation for NO or N.A.Must be Approved by SMO Location( q Y 9) € (pg.#) 1. Does the Plan Indicate_and_/or Show all Items Required by "Checklist #1" in this Packet 7 �2.ry Does the Plan Indicate and/or Show a Description of Each Post-Construction Stormwater w € � € € � �_________________ Mona ementPractice? €Da0€0€ \\-- \_a _ .Y�`!�-! ./C_- _3.--Does the Site Plan/Construction Draw_in_g_ _- s)Indicate and/or Show the Location&Size of �- ������{ _ Each Post-Construction Stormwater Manapeme---- -- _ _ --- € € L- _--_.-------- - - ---_F-------------_ w 4 Does the Site Plan/Construction Drawings)Indicate and/or Show Hydrologic&Hydraulic Analysis' -µ-�µ- _� For All Structural Components of the Stormwater Management System for Applicable Storms? _ € € € �€ € € a---------------- ---,-_______ _ 5. Does the Site Plan/Construction Drawing(s)Indicate and/or Provide a Comparison of Post- -- - ----- -��-W--µ M-� Development Stormwater Runoff Conditions with Pre-Development Conditions? 0 € _ »6 Does the Site Plan/Construction Drawings)Indicate and/or Show All Dimensions,Material - _ ---------`- --`� m --`-- - »- - - -` Specifications&Installation Details for Each Post-Construction Stormwater Practice? €.---.-.___-_---_________-_-__..------------------------- 7 Does the Site Plan/Construction Drawings)Indicate a Maintenance Schedule Provided by-µ € i € € the Constractor(s)to Ensure Continuous&Effective Operation of Each Post-Construction €0 0 _ Stormwater Management Practice? _ _ _ _ _ _ _ € € € i .,........� f F..__,....-------""___ ._»..._.._-_--.-.------------ -------»__-. -8 Does the Site Plan/Construction Drawings)Indicate and/or Show Maintenance Easements to Ensure Access to All Stormwater Management Practices at the Site for the Purpose of Inspection 0; m and Repair? 9. Does the Site Plan/Constriction Drawings)Indicate and/or Show Inspection and Maintenance-_; I 1 r-------------- ------------------------------------- Agreement(s)µthat are Binding on All Subs_eque_nt Landowners? i 0€=i M€ € ----------------------------------------- --.._- 1 o7._For All Activities meeting the Threshold in 236-19(B)(1),the SWPPP shall be Prepared&Signed € € € € By a Professional in the Principles and Practices of Stormwater Management&Treatment Who iO i Q€ 7� Who Shall Certify thatt he Design 11 Does t Meets the Requirements of Chapter 236. t € € €........ ............................................... .... . ... .... . .........................._........ ............. ... ......... . . he Plan Indicate a nd/or Identif y All Pot en tial Sour ces of ll Pouti on i whch may effect the ' , € € € Quality of Stormwater Discharges? 12. Does the Plan Provide Documentation Supporting the Determination of Approval with Regard to Historic Places or Archeological Resources that Includes the Following; ...--.......... - .. . ........_.._...............- __......_.._...._ .._....-- a. Information whether the stormwater discharge or land development activities would have i € an effect on a property that is listed or eligible for listing or eligible for listing on the ;0 State or National Register of Historic Places: € € "." __^i_"_-_-------------------...._-...--i € 3 ----_.._---__..-_--_ _-...,..._..»._.........,....._.....---_----_ „-__- .... - _ Results of Historic Resources Screening Determinations that have been Conducted;__€0 i €m€ € i € r_--_----»------ ----------------------------------- C. Description of Measures Necessary to Avoid or Minimize Adverse Impacts on Places Listed, =01 O i®i ______orEligibleforListinVontheStateorNationalRegisterofHistoricPlaces;and___ a € i L d. Where Adverse Effects May Occur,Any Written Agreements in Place with the NYS Office of Parks,Recreation and Historic Places"(OPRHP)or other Governmental Agency to Mitigate Those Effects.13.-ADescriptionoftheSoil(s)Pentat resth Nbi ,lncludinganldentificationofthe_----------£ ; £ ------------------------'-------------.----------------- _ Hydraulic ............................................... J i € L..._._,..........--.._...._.....».._- _.--------------------- .-.-..._-,__---_ 14.T Identification of Any Elements of the Design that are not in Conformance with the Design manual,Including Reasons for the Deviation or Altemative Design and a Description of the Equivalency_with technical Standards. __----- ki-ii --W,ao-"------------_»-__--------i i t €----------------- ----------------------------------- 15. A Hydrologic.and Hydraulic Analysis for All Structural Components of the i € i € Stormwater A Detailed Management Control System. � _th-__Calculatio__Y_ns_,_of _Sizing__Criteriathatwas__ Used_ -to-Design__________4 i _.i i_--_--___ ___--_ _ -_--_____---____ _--_--_-_-_ Summary,wi _the__ All Post-Construction Stormwater Management Practices. 17. An0perationsanCF"IntenancePlanthatlncludeslnspectionandMaintenance-__ __________.______ --------------------- ___ _______ Schedules and Action to Ensure Continuous and Effective Operation of Each ; € Post-Construction Storm Water management Practice. Storm Water Management Control Plan Checklist#2 e 03-12 # 37176 BUILDING PERMIT EXAMINER CHECKLIST 'Date Submitted.- l'� Date Reviewed. l Applicant, Owner: eP2 _1tLFe4_ k C . .., WEngineer: SCTM# 1000 - �� - �� Sub 'vision: Zone: Conforming? �-w / f o? /�&w- i`-0 ak City Property Address: g : Pre COS? Building Permits (Open/Expired): BP -Z/Go Z- ,Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- , Info: BP -Z/C/o Z- ,Info: BP -Z/C/o Z- ,Info: Single& Separate Search Required? Y o&N Determination: SToRMrVlfr ;_:R_t:1.NFF REQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. oZy` b ACT: Lot'cov. REQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear REQ. Height. 3 S� ACT. Height R E esz. s*TH Si DES A C T Project Description: aterfronO Y odZLV If yes,water body: �� Panel# Hood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED pLA a S(if) SJGNED, SF,4LED OkStke _Y DR s`ltE PI-AN Suffolk County Health: Y or - If yes, *Bed#: *Date: _/_/ *Permit#f: Town Septic: Y-N - If no, certification required: Y or N Received: Y or N By: NYS DEC: PRF-DEC 9/1/75 Y oro- Date: 1 /_ Permit#: or NJ Letter- Notes: Southold Trustees: Y o10- Date: _/_/ Permit#: or NJ Letter-Notes: Southold ZBA: Y of Io- Date: / / Permit#: -Notes: Southold Planning: Y 610 Date: / /_ Permit#: -Notes: Town Landmark C of A: Y o N TE: _/ /_ *NYS CODE Compliance(page 2): Y or N CoNTK4<T-0X LlCtNSt I.15010rY LIM311,ITY ..,1AlWkIVENS �-N COMpS 11-0A/ , Notes: ; a Fee Structure: Calculation: Foundation: �-� SF X $ ,'�-o =$ �3 , 600 r 6 0 First Floor: 134 SF + Initial Fee: $ 4 ,00 Second Floor: SF + Additional Fee Lam: $ Other: — SF SF X$ , =$ Total: 1 3 4 - SF +Initial Fee: $ +Additional Fee $ C OF o FIEF-) 4 '01 00 AS BUILT FEE TOTAL: $ 303 . 60 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:ZQ Wind Speed; 12OMPH Seis"c Design Category:B Weathering: Severe Frost Depth: 36" Termite: M-H' Decay: S-M Design Temp: 11 -lee Shield Underlay:YES_ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIlRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: YIN HEADERS:Y/N WALL STUDS: Y/N GIRDERS: Y[N CEILING JOISTS: Y[N FLOOR JOISTS:Y/N ROOF RATTERS: Y/N LUMBER SPECIES AND GRADE: Y/N WINDOW AND DOOR SCHEDULE: -MISSLE TEST REQUIREMENTS.- Y/N EGRESS S.7 S.F.: Y/N # LIGHT 8%: Y/N . VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS- YIN PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N 'TRUSS DESIGN: Y/N CERTIFICATION: Y/N .ENERGY CALCS: Y/N (RESCHfECK) TOTAL COMPLIANCE? Y/N (RETURN TO PAGE ONE) t Town Hall Aiuiex Telephone(631)765-1802 .� 54375 Main Road ' N a (631)765-g5.Q2 �- P:O:sox rt79 roger:richertownaoutho'Id nv us Southold;NY 1197F 0959 BUILDING DEPARTMENT. TOWN O 'SbUTHOLD APPLICATION FOR ELECTRICAL' INS.PEC 'ION RLQUESTED:BY �� �c/CJ .� �� ` Date % .Sf :C o rnpany Name; 2T�..:: L �c C© Narne Llcense;No Address.: �d C��o�� f j>, 1� /�� � ' �i ✓h �t1., , l .. Phone No.; JO'BSITE INFOR'MATI"ON f Indicate requiredanforrnatlon) *Addf68s-. Cross S;treef: *Phone No Perrnit:Nof Tax flap;Distract 1000 Section l SloclC 'BRIEF DESCRIPfiION OF WORK (Pease Pnnf Clearly), Ce rev GAS (Please Ci>FcI Ali That A :ply)„' *Isjob ready for lnspectiop - Y / NO Raugh In Final *Do you need a Temp Certificate: ) IVO Temp Information (If needed} *Service Size: 1.Phase: 3 hase 1 Q0 150 20 30Q 350 40Q :` : Other. *New Service: Re connect Underground: Number of,Meters Change of Service: Overhead . Additional lnforcnation: :PAYMENT:DUE VIJITH APPL(CATI:ON`�. . /co 82-Request for inspection Form lL"5' 1viA1JU1•AL•:1111Cl:f.{: . ANaU - R102 ✓ 3 -.A�d _ 1 S j 'ipiri:� Material: Black Iron -Max length 9�-� Max Rise C' ; Iupply Pipe Size-- 3/8 Branch Pipe Size: 3./8 �— .3as Va l"ve type: A� S�� 1 ze Z' Malxrfacturer �NsuL )etector Temperature rating �sGo° 3 food Size: �'k.yz'X Duct - Size: Hood Size: Duct Size: TYF£ L X -W- aP Q{./ 13EIGIUS I OCAMONS !w DUCT / /S '' L>1W /W PLENUM P.ANGE iiV 3 7,5� 4{>-50 CENTER RANGE 290 _ I`r7A. FERIMb"IER L GRIDDLE / yz°x z9'' ZG.o:, / 3c'- o PERIMEIER /F IF' WZx IN 35-f5 CE.�= ZGo FR= Zr° 7-W 1 27--f7 230 UPRIGHT I12 N CHAIN'BR IN GASIEIEC RAID 1N 7,5-50 LAVAROCK 1N IS-35 S�-siiro NATURAL CHARCOAL/MES 3N I+40 G2r� . .OTHER. Ec'SE/hCL yz�'X Z5'' • -• - :[1o'xzo''. /y'x 2l'' 24 �x 2a'' - - _ .X Fryers to have High .Limit Control to shut off fuel at25 'deg_•.. 7.1J - 1{ir� �1� X Detectors sha[[ be Located over-every .piece of equi.pa�t. J X The System installed as per marWaacturers specs and th& AHJ._ 2W = 1At,� X The System has been. installed.:as .per UL300_ L X The-following functions to operate.upon system discharge: 2 30 �lan'b * Supply air damper closes * Gas fuel -shuts off, iTi kitchen �q �" J-I1 g3.is� 1 �= i-I1(k 1. * Exhaust fan rem�ains .on_ *-Electric f-uel shut off ursder hood 3"GaL-CyRader 429862 . * At systems .to activate simuCtaNeousty in same hazard area; A�tI] / tdtan. ' 4298a3 * Fire Alatzn,,:shaL-1 activate if -one is installed in buiidirlg-_ "Ta"nkEnd=re 4299 X Manual .Pu[l'is located 10-35 ft frm hood and -3-5 ft from floor_ Swiu�hAdap�o�r �� X All fuel sources 572 are GAS unless otherwise Noted_" [03tem a] Bk)w Off Cap 77695 CONTRACTOR: Series 417369` TamimI.Def�of 4X7368 A -T::.E$IGN-.& FIRE.PROTECTI-ON-: corc-PuIley .-423251 °'7 :4:. R RCIH STREET'.. 319. Scat 772gs ROL'BROOD,:N ' . 1741 1�" s1 firz$7 g-4: Strtion 483� "'�'� S"r/ /z.. . . b31. '� 86 FAX-. 63" -8.78- 727 /s1Eeq valve 2�'.A1z7_l $5610 L -A ..IQR: �V ,q Caz• CART��Gc /o/- 2d y; /D 0.91 -,�i9.zn - - - EC7 7`bzz Sc �c3aq 13 . ./yJ,grrzTuc_/< /V'y �/9S2 1 .�.cYf, tc 8CCA KITCHEN CUN iTRUCTION[cJ w Kitchen ✓F�dsiing Kitchen I —NON Cornbustablo[Masonry) „- Limited Combustable-[S/Rock-metal stud] _Combustible,[S/Rock-wood studs] _F E RATED WALLS 2.hrs _Existing-1 hr ok —Special Sprinkler Installation-1 hr ok PORING-PIT0= z r - e osing,soh latching,fire ra o0r assem y _ pecia pnn r ns ation- . r o OR —OK WITHOUT Opening ProtecUves If ALL of the following comply. Draft Curtain 24'ht[NG/I C] HdslAes Special Sprinkler Installation r Exit at Grade= or—Sorinkler heads within 24 inches of draft curtain 60 inches apart,kitchen side �n o C�ji7 �c gCrfcHr 3z oo GFnj ✓(;wking Equipment In the Kkchen _Cooking Equipment at the front counter Cooking Equipment in the oining room � A4 e� �R J le/Zvac —Conking Equipment in a Mobile unR(d] —Cooking Equipment In a Concessbn stand[d] `Pizza Oven[d] HOOD B`X 92"X=r O �320o CF1,t —Exhaust cfm-Medium Duty(d] ✓Exhaust cfm-Heavv Duty[d] _Exhaust cfm-'Extra Heavy Du h[d] (hot lop,griddle,fryers,pizza,rotisseries) [range,wok,gas/elec broilers] [Solid fuel char broilers]/(Wall-LlncarFt x 300)•[S-island Linearlt x 500] all-LinearFt x 400],[S-Island LlnearFt x 600) i(Wa11-L[hearFt x 55 d Linoai-Ft x 700]uid light exfemal weld 12 ft max hood fen tit r exhaust riser 18 a seeoa-9 De [dl g gaStaiSupply Air 50150 approx replacemnt[d) Supply Air 10 deg difference except A/C[d] Supply air hood amper(2a6 deg max) _Aarance-3'to Combustibles, Including 1 inch mineral wool, (insulate the Combustible not the hood) �JETRL /(poor-Clearanca3'to Limited Combustible[d] _Clearance-0'to Non Combustible[d] Insulation-max Flame Spread Rating 25/x rctr 26 CHARBROILERS -4'min to hood _Sorid fuel to have spark arrestors[d] _—Solid fuel-under&operate hood RYER-16 inch space to flame producing appliance or 16 Inch high steel baffle: FILTERS to heat source 18'minimum �,T0 flue baffles 6 inch minimum (uprights,rollwoos,.ov ✓6 inch overhang all sides /7 It maximum off floor inch minimum height all sides —LISTED HOOD installed in accordance with terms of its IisUng, lac wire in conduit or EMT —Manufacturer _Exhaust cfm _Clearance(Hood bottom to appl top) Model _Supply cfm _Maximum cooking surface temp - �IRFLOW 1500 tVminute minimum �mensions(LxWxH) /-/"-6Zq _✓ 6 ga stee 18 ga Stainless field welds to be Bell or Telescoping[d] �rrRE oeg Pud ex is bldg directly as possible Ed] _Hco*ontal duct travel less than 75'107 ✓p❑ct connections to have flush bottoms [d] Rom /squid tight external weld J�0 exhaust dampers used ✓Duct pitched back hood to wlbG grease ✓Duds not shared by other systems t Shall not pass thru firewalfs _ Not insulated until inspected CLEARANCE-3-minimum to combustibles,including 1 inch mineral wool,finsutate the combustible not the duct) ✓,Clearance-3-to Limited Combustibie[d) — Cfearance-0"to Non Combustible(d) 7j�CoP CE'S�..rN� �✓/ACCESS PANELS-unobstructed Within 3 ft each side of an inline fan Signs-'Access Panel-Do Not Obstruct �QDP �ES[..tnIG — 20 foot Horizontally[dJ fe every floor Vertically every Direction change _ Access door at vertical riser base ✓Dvct secured to bldgEXTERIOR-Weatherproofed _ENCLOSURES-In buildings more than 1 floor, from ceiling above hood or through any concealed spaces ducts shall be enclosed . Penetrate floors&ceilings ' 6 inches dud to enclosure[a) Vented in Curb at roof Through Penetletion Fire Stop System as attomatfve to Endp�uros with 6 Inch airspace shall have.,minimum 3;nch inclusive airspace,depending on mfg.fd7 ANK FAN RMINATES-at building exterior up and away from roof _✓ 40 inches from roof - �n hinges away from dud, with hold open retainer&flexible waterproof cable Grease drains bade to hap at fan ✓Minimum 10'to air intakes,property lines,windows,doors or 3'vertical Safe access area for servicing ` T Non-Combustible side wall fan tormination ok,no openings 10'horiz,vertide down,32'verticle up,except char-broilers not permitted[d) - C2cRre �I P/V/OFr SL✓zrely /✓/1�.•v7=KLc�u< vie.. r—�A\w11\y11 • l - .. - HN T ;'&Av `� 1 y 1�/ l� UrJ (/tA 6✓�'�-�-SWST�ir OK C°uXING 1V-xa n_ yyy111 Cvt _C MHENCE/y ENi �r �ICYEK �RNGE Q� ABT DESIGN & FIRE PROTECTION 1724 CHURCH STREET HOLBROOK NY 11741 _ ///h�4 /����=o E, ,a y Zs4 o GFi�t Diu R �t.UYT %HQk �Ezt,rnl4 /��4r57ER5, �.U7r 631-878-4896 FAX: 631-878-5727 0C47-cb =ti- F°-2 4Xh--VusT /--IN. 1104 TW n/ -r. 0- A R TCtr/< 1/ i/Qsz 201 1t�5 MANUPALiUKE:R= LNSUL - RJ 02 ,/ 3 1 S 'ipin:� Naterfa[: Black Iron Max- length y0 Max Rise C' ; >Upply Pipe Size: 3/8 Branch Pipe Size: 318 �— Ias Va l've type: /ham S i ze Z' 'Manufacturer fliusuL )etector Tempdrature' rating Hood Size: zr',x- 7- .k Z Duct ' Size: - 44,.6=g - Hood Size: Duct Size: - EQUIPMElTI QI�INIITY =2,CE N z z x w• TIP r e r HEIG= 10=09s /w DUCT / /;° blA /W I P.ANGE �N 3 4-0-50 CENTER - - - RANG z90 - L5: . FERIMEIFR L GRIDDLE ZGo, �30':,spa PERLME"TIIZ WZ7FC /F IF IN 35-45 CER= FRS / Iy'X Zl' 2.30 ! 27-i-7 ZGo 230 UPRIGHT CHAIN'SR IN GAS1ELEC RAD- - IN LA.YAR= IN 13-35 /3CizL Nh1URAL S7.NTZOAJ CHARCOAL MES 3N y 1•i--EO - C,ar��ce a- - . .OTHER. 29''X - Or} N _X Fryers to have High .Limit Control to shut off fuel at'425 °deg:•,. X.7J - Ig �� X -Detectors shall be located over-every .piece of equipcnet�t. X The Systeca instated as per mars-facturers specs and the- AHJ._ 2W_ z 1-[l��y g X The System has been. insta[Led,asr.per UL300_X The following functions to operate.upon systme discharge: 2 30 * Supply air,damper closes * Gas fuel -shuts off its kitchen 2_q O-� 4)8 3.53 1 F= �114 * Exhaust fan remains.on. *"Electric fuel shut off cr-sder hood 3GaL-Cylinder 429862 f * Al[ systems .to activate simuLtaneousl-y in same hazard_ area.: Ufa 4298a3 * Fire Alarm,sfial-I activate if .one - itzstai[Qd in building, TankEndosure 429970 _ X Manual .Pull is located 10-35 ft fraa hood and 3=5 ft from floor_ X All f SpriuelA�Iaptx 4235'T2 uel sources -are GAS unless otberuise noted_- I03tem a7 - Blow Off Cap 7769s CONTRACTOR: SerlcsDeiecior 417-369s . - •. -- Tam ual.D�et�r- 417368 - - • . .. ' AB' '::DS:XG'N'.& FARE PROT E ' 'IOI c. Zey 423251 U�:- C: RCH STREET'. 31 7729s J/2" seal -772r OL,$ROO'K:N'Y' ;1741I1 Station 63.1 78-4896' FAX.. 63'��8:78=5727 / L A ION:. 02 �AR 7.-.2rb Gr �� ,,K1�s. • ..�tiy�; �Aa"z.. Co. /o /a v. �A7 TSTuCI� N� �/ 9sz �.�Y�, t�- ,ia9 � r s ALTERATIONS BAGEL STORE CENTER MALT. C 41 I I 0 0 0 EXIMNG Krr EN RETAIL/SERVING AREA IM1 BfiEL OVEN � SRTING AREA FAEEIIit "L_J -U- FLOOD PLAN. SCALE: 1/8"=1'-0" -- APPROVED AS NOTED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES DATES'_ P-B.p.# 37/ p AS REQUIRED" F F 303,60 BY SO OLD<ZB GAO—IFY -BUILDING.DEPARTMENT AT T,&5 1802 8 ANI TO 4 PM FOR THE SOUTHOLOARD FOLLO'NING INSPECTIONS: SO D t. FOUNDATION-.TWO REQUIRED FOR POURED CONCRETE .Y.S.DEC 2. ROUGH-FRAMING,PLUMBING, STRAPPING, ELECTRICAL&CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. PLUA�IBER=CERVFICATI.ON ALL CONSTRUCTION SHALL MEET THE ON iEA@ d0WMTBEFORE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR CERTIAZATE� F'O CUI�A'NCY DESIGN OR CONSTRUCTION ERRORS. SD QLR U$fb IN'lllfATFR SUPPLY mftEII &'NNNOT EXCEED 2✓i0 OF i%C:EAD. ELECTRICAL INSPECTION REQUIRED PLUMBING ALL;PLt jjji IG WkSTE tAft- INSPECT ON TESTII�{GtBEF01E CVERIN6 RE� a AE ATH X. FLOOR OR GROUND SURFACES ]]�� o N.T.S. T3 o 1 E Floor or ground surfaces are to be stable, I(Z' EXISTING KITC N �a firm,and slip resistant,and shall comply " cp t RETAIL/SERVING AREA with Section 302.Changes In level In floor ^ ,J G / www.mchdesianservices.nom 8 or ground surfaces shall comply with phone: Section 303. 2 MELOVEN 0 (631)29&2250 Carpet or carpet file shall be securely �t eRDE7 ON FLOOR OR C-R011ND SURFACES S+ ry mall: attatched and shall have a firm cushion, pad,or backing or no cushion or pad.Carpet michael@mchdesignservices.com or carpet tie shall have a level loop,textured NU.° : V -1 '-S° s7nNG AREA loop,level cut pile,or level cut/uncut pile texture.Pile height shall be 1/2 Inch maximum. Exposed edges of carpet shall befastened to v Rn A NAN- IN FV FREEZER floor or ground surfaces and shall trim along the entire length of the exposed edge.Carpet edge trim shall comply with Section 303. ' Changes In level between 1/4 inch high viR°• I� minimum and 1/2 inch high maximum shall r Sj FLOO&PLAN be beveled with a slope not steeper than 1:2. RFUFI FD HANf.F�iN Fv(- Changes In level greater than 1/2 inch shall - SCALE 1/811=V-0" OCCUPANCY: AREA OCCUPANCY TOTAL be ramped and shall comply with Section S.F.AREA OCCUPANCYR 405 Or 406. TOTAL BUILDING 822 SQ FT. - Curb ramps on accessible routes shall complywith Section 406. Slopes of curb ramps shall comply with Section 405.2, I ' SEATNGARFA zoo SC,FT Ins 25 C.O INT R S OP OF IRF ';AD]A NT TO IRR RBMPS KITCHEN 23D sQ FT. 11200 1 RETAIL AREA 228 SQ Fr. 1/60 3 v TOTAL 29 (ate G•DIA.,VA•,TWICK,DOO UNISEX TOILET O �P4j ROOM A.D.A.DOOR•MOUNTID - RESTfROOM SIGNAGE TYPE I CONSTRUCTION(EXISTING( 1 PROVIDE EMERGENCY EXIT LIGHTS,LIGHTED EXIT SIGNS,SMOKE AND Co O DETECTORS PER CODE EXISTING STRUCTURE CUSS A OCCUPANCY LETTERING IJ RAISED V32' fit I aff ra um rd aL"WaId - Nlllli1111:311ii23 ZL [�] mIT 9 5a �� � UPPEROASE LETTERS ^ �"'! 1 a m o - I 4' _ •�• (' LU NEIGHT OF I Y W f X. 6 1 i LLTTEIIN N.To I � °MA i'i II • • I V]' I N' IVY' �� Y• —T T is i 4 G= CORRESPONDING I y,• II.11@777 7-@ GRADE II BRAILLE '�B• p F19.04.sz 'iso-asa ,. y Roar waR limb Bar 1.VAf,CA-1 (/)a1bWOM ar On , _ 4 I C1 __________ eRo1 -`'I A• aNIB�TO ET RISER DIAGRAM — DIRECT WASTE 9� io nyh I ROOM AA.A.WALL BIGNAGE Nor to x>.8 oe iSiYr - rig.t'Ab.3 7C I g Me cd Cfoarance tnr WaLar CroW DRAWN BY: MH a9•••E1 .+ I - Taa.am kWI-t',f19 ;_ -��t nlabanotab®s ➢�from t h'Trim�iG m s 4M-+se 55 J UNISIX, } �,FP P>a„Na Ta I. IN April 13, 2012 801a ta11LL:aao I61a avatar � __� $ F Y d1 a Rala , 0 SCALE: (SEE PLAN) Bf]S OVAL 1 AeDYE �E NF 430 P Y IVY Y VY .......... t a S J. DE�.�1—� ��IT •cker SHEET NO: 1100, Val.. Q / r r i i... .... . „ — o 9...eX ... Il.r.n. �.... 1 'wr-v� •: aas ii:n.ace�. (P - 41 '�a•� o ""`" �Q 0. 12 _ _� RISER DIAGRAM — INDIRECT WASTE F 6615.1 1 ao RESTROOM SIGNAG 10� 0725 Slav tki CPA FAr for WarCk&1t Clear Floor 5pne at Lavatoda FFSS I GENERAL NOT Gv' WIND FRAMING NOTES NAILING SCHEDULE I- PLAN CONTENTS: 1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUeANCT CLASS F I 3 S 4 1-114'x 20 gauge strap shall be attached toeach pair of rafters In accordance totable 3.4. JOINi DESCRIPTION NNL NAIL NOTES UI D NG Ue RESIDENTIAL DWELLING ' When s ocllar tie is used in lau of a ridge strap,the number of I Od common nails required ODL SPACING CONSTRUCTION NOTES: in each end of the collar tie need net exceed the tabulated number of Ed nails In the strap. RAFTER TO 8'WALL:"d COMMON EACH TOE-NAIL ul G HEIGHT 1).The Information within this set of constructor documents Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10,WALL:4.8d COMMON RAFTER TOTAL SO.FT.OF CONSTRUCTION Intent and framing details,They are Intended as a construction aid,note substitute Lateral framing and shear wall connections for rafter,ceiling or truss o top plate shall be In CEILING JOIST B'WALL:3-8d COMMON EACH TOE-NAIL or snare/ accepted good building practice and compliance with current New York amrordance to table 3.3.When a rafter or truss do not fag In line with studs below,rafters TO TOP PLATE 10'WALL: COMMON JOIST 9 ty P 9 9 P P PRESCRIPTIVE 40 PER N.Y.S.RESIDENTIAL CONSTRUCTION CODE AND state building uildin codes.The General Contractor is responsible or providing standard or trusses shall be attached to the wall lc late and the wall to late shall be attached to CEILING JOISTTO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA g PD p p P P P CURRENT BBC IG WIND EDITION,WOOD AM CONSTRUCTION MANUAL construction de ath and procedures d ensure a professionally finished,structurally shall to the wall sod with uplift connections.Roofs overhangingwth the rake side of me building PARALLEL RAFTER WFCM•SBC IAP NAIL sound and a weatherproof completed product shall he connected with uplift connections In accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3,7 EACH FACE FRAMING AS PER FLOORPLANS.CROSS SECTION ND GENERAL NOTES OVER PARTITION WFCM-SBC LAP NAIL EXT.5ALCONIES 60 m The General dontractrotea yandl o[codes,ordinances that all work and construction W WALL-TO-WALLASSEMBLY; www.mchdesianservices.com meats current federal,state,county and local codes,ettllnances and regulations,etc, Well studs above and studs below a floor level shall be attached with uplift mnnectlans In COLLAR TIE A3 PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as pad of the specifications or this building and accordance with table 3.3b.When wall elude above do not fall In line with studs below,the TO RAFTER WFCM•SBC END NAIL ATTICS w/o STORAGE 10 phone: should be adhered to even it In valance with the plan, studs shag be attached o a common member In the floor assembly with uplift wnnectore In BLOCKING 2-Btl COMMON EACH TOE ATTICS.1 STORAGE 20 (631)298-2250 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) -mall: (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION; TO RAFTER 2-t6d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 michael@mchdes)gnservit3:s.com First wall studs shall be connected to the foundation.sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 4).The designer has not been engaged or construction supervision and assumes no connectors.Steal straps shall have a minimum embedment of 7 inches In concrete WALL FRAMING: STAIRS 40 responsibility or construction coordinating with these plans,nor responsibility or foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL GAVRDRA14,5(ANY PiRECTION) 200 construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b,When steel straps sm lapped under the JOINT DESCRIPTION CITY. SPACING NOTES preceugons and programs In connection with the work.There are no warranties or a bottom plate,3 Inch square washes shall be used with the anchor bolts.Anchor bog EXPOSURECATAGORY Is to be to table 3.2a.In TOP PLATE TO PER FACE NAIL speolflc use expressed or Implied in the use al these plans. spacinannchorgbolts are to be spaced between B-1aced and sized In 2 Inches from the end of a sill plate and all TOP PLATE 2-16d COMMON FOOT SEE NOTE;1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5).Refer o the Window and Deer schedule for exterior openings. comers. TOP PLATES AT 4.16d COMMON JOINTS FACE (ROOF-FOUNDATION) DETAIL PAGE(GENERAL N OTE PAGE INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GIENIERAL NOTEG 6),The General Contractor is to ensure that masonry or prefahracted fireplaces meats 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear wells with a minimum of 7116 Inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL S all., 8 OO 4 W W H JP attached with Ed common nails at W o.s.at the panel edges and 12"o.c,in the field,and FIRE PROTECTION 7).The General Contractor Is to consult with the owner or all built-In Items 112 inch gypsum wallboard on the Interior attached with Sit motor nags at 7'o.c.at panel HEADER TO 18.O.C. FACE SEE FLOOR PLANS such as bookcases,shelving,pantry,closets,lams,eta, edges and 10"o.c.In the field shall be in accordance with the length requirements specl8ed HEADER 18d COMMON (SMOKE ALONG EDGES NAIL B In table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END U09 sIG N/A-0 A A STICK A CONSTRUCTION 8).Wind load requirements shall betaken Into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL G C U N CH cK 8).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type giHexterior xt riorshtment arivallsl shall altlmeet the requirements of table 3.15a.b times the appropriate FLOOR JOIST,BAND JOIST,2-16dCOMMON Foot SEE NOTE11,2 CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 1).The General Contractor and Mason to review plans,elevations,details and notes o END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine Intended heights of finished 0ear(s)above typical grade. T).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING. SNOW SPEED DESIGN THERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable stairwell lengths provided in table 3.14 shall be permitted to be Increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2).All footings to rest on undisturbed(vbgin)sell.(MIN.SOIL STRENGTH AT 2000psi) Interior shearwails are used.Sheathing and connections shell he in accordance with JOINT DESCRIPTION NAIL. SPADING NOTES MODERATE BLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LSS. 110 B SEVERE 3 FT. MODERATE AT MODERATE 11 NONE w)nperetede 11T armesonrywa s slon oolnt material muring in exterior or en concrete Ntedorlabs nereas.teng SILL,TOP OIST TO:PLATEGIRDER 4- PER TOE ad COMMON JOIST NAIL 8).CONNECTIONS ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder wnnections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new connate wags being attached o existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JDIST 2-lid COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with#4 m-bar,18"long at 12'o.c..Use approved epoxy or installation. 3.5, 5).Unless otherwise noted,all slabs on grade o be 3500 p.s.l..Concrete o be BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 2-lid COMMON 4'PERIMETER EDGE ZONE Btl COMMON @ 6'O.C. Bd COMMON R 8.O.C. SEE NOTES:1,3 poured on 41nch thick send or gravel fill with 6x8 who mesh reinoroing.Interior stabs 9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL O Where aridge te o be used as a structural beam,the rafters shell either be notched end BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 8'O.C. 8d COMMON @ 12'O.C. SEE NOTES:1(BOTH FIELDS) to be minimum 3-1/2 Inch thick.All fill to be compacted to 95%relative density with 3-16d COMMON NOTE:2 FOR PANEL FIELD 8"maximum fibs(layers), anchored on op of the boom or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL I-� along the open roiling pad of the building.Connections o the ridge and wag shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON @ 4.O.C. 8d COMMON R 4"O.C. SEE NOTES:1,3 �� O 8).Crawl spaces n he provided with a minimum.of opening.Instill one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL NOTES 8x1e coat Iron foundation vent far every 160 sq.ft.al area. JOIST ON LEDGER PER TOE �"'� E....I W 7).Dampproof exterior of foundation with bituminous mating as per DECK AND COVERED PORCH NOTES: TO BEAN( 3-lid COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, '^ V N.Y.S.Residential Construction Cade.A 8-mll polyethylene fire shall be applied over 1).Unless otherwise noted,all framing material o be#1 ACQ pressure treated lumber. BAND JOIST PER END V, III---------��� the below retie portion of exterior walls nor o backfillin. All fasteners,hangers and anchors o he alvinlzed r stainless steel. 3-led COMMON a 9 P P g g g TO JOIST JOIST NAIL 1).For root sheathing wltlrin 4 lest of the perimeter edge of the root,Including 4 oat an each side of the roof peak, BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shag be used. 8).Drainage as per town and N.Y.S.Resoentlal Construction Cade. 2).Girders for deck joists to be bolted o each post with washers and note. 2-18d COMMON Girders on concrete tars shall be anchored withproper steel wnnect m anchored SILL ORTOP PLATE FOOT SEE NOTE:1 P 2),Tabulated 1 m ere it roll spacing assumes sheatNng shall be a rafter/trues Inches o.c members with G>0.49. FRAMING NOTES Into concrete with a minimum 1y2°rile x 7°long anchor hell with washers and nuts, For framing members with W.42cG<0.49,the nail spacing shell be reduced to Blnches o.c. W [•,1).All framing techniques and methods es prescriptive design of cement BBC High Wind 3).Pos6 supporting girders shell he anchored o e 12k12'x12'thickconcrete feegng. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. QTY. SPACING fro Tabulated 4 inch c.c.nett spacing assumes spacing ll rafter/less framing members with G>0,49.Fr v Use a minimum 12'rile x 7-long anchor bolt with washers end nuts.Fwgngs Shall he 3 ft. framing members with 0.42<G<0.49,the nail sparing shall he reduced o Strobes a.c, below grade.Porches with covered roofs shall have 12"dla.concrete plers for the girders. STRUCTURAL PANEL Bd AS PER TABLE 3.8 Do glassotherwlsenoted,all(remingendeWcturelwoodmaterialtobe#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: J Douglas Fir. 4).Deck jalsteohave blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE P 5).q minimum of 101nch gashing shall be Insfalletl between the building and ledger. NAIL NAIL SHEATHING LOCATION NOTES PQ 3).Floors,walls,callings and rafters o be spaced at ill inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION Ledger be fastened o building with 112°dla.bolts with washers and nuts OTY. SPACING SEE NOTES;1,3(BOTH FIELDS) 4'EDGE ZONE Bd COMMON @ 6'O,C. 84 COMMON @ 12.O.C. NOTE:2 FOR PANEL FIELD where needed. GYPSUM 'a O,C,EDGE Bearing' e Unless otherwise noted,all hearing well headers to be(th stud#2+BTR.Doug.Fir. WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE lid COMMON @ 6'O.C. Bd COMMON @ 12'O.C. SEE NOTE:3 Se wing wall headers to have e(jack studs and d(full length studs on each side of all 6).Concrete plem shall be a minimum 6'above grade. openings.LVL headers to have(3)Jack studs end(2)full length studs on each side of WALL SHEATHING: �(]'��G openings.Bearing wall window sills shall also have(2)window sill plates or 2x4 wall 7),All joists to be supported with hangers and anchors.Each Joist shag also be anchored N-M= openings between 4'1 end 6'0 and 2x6 wall openings between 5'11 and B9.Provide fire o glrder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable, OTY. SPACING 5),All Flush beams/headers to he Install with heavy duty gelvinlzed hangers and 8).Covered Reefs shall be assembled and anchored the same manner as a typical building, STRUCTURAL RUCTU AL lid DOMMON ASWFCMA LE 3 9 be Faedl sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall PANELanchors where applicable to all connecting joists, - PLUMBING NOTES 7116.DEB 3'O,C,EDGE 6).Double up Hoar joists under walls that run parallel o the floor joist and under bathtubs.1).All water supply,drainage and venting o be installed as per N.Y.S.Residential 6d GAMMON 2.Tabulated 12 inch o.c.nail spacing assumes sheathing attached o stud gamin members with PLYWOOD 8°O.C.FIELD ) P 9 9 9 Floors to have ceramic its installed shall be verified or proper toad capacity unless noted Construction Code. GYPSUM 7'O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 Inches o.c. on plans, WALLBOARD Sit COOLERS 10.O.C.FIELD 2).Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized hex netts shell be permitted to be substituted for common nails. 7).Provide blocking/bridging In Poor joists at B'0 c.c..Use solid blocking In floor joists FLOOR SH EAT I NG: NOTE: under all bearing walls, 3).Itwall studs,plates orjolsts are M out during Installation or any Plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY provide adequate bracing and plates o protect and secure the structure.Verity with the QTY. SPACING DRAWN BY: MH B).Provide Insulation baffles at save vents between rafters.Install draft blocking as state code and manufacture's recommendation or maximum hale size and spacing permitted. STRUCTURAL PANELS 8d COMMON 8"O.C.EDGE EXISTING CONDITIONS.MINIMUM 3000#CAP ITY. needed' HVAC SYSTEM NOTES VOR LESS 12'O.C.FIELD 1).PROVIDE 5/8-TYPE-X SHEETROCK FIRE STOPPING AT I0'0 U DISTANCES FOR NON ACCESSIBLE AREAS. 1 9).Unless otherwise noted,all roofs and walls o have a minimum 1/2'thick,4-ply Fir 1),Mechanical subcontractor is responsible or edhearing o all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITRZ-MAX TRIPPLE P OT THE COA CONTACT WITH ACQ. April 13 2O1Z COX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER L00 P / THESE NOTES ARE ONLY TO BE REFERRED TO IF T 10).Unless otherwise noted use 3/44 thickTBG PIS Fir orAdvantach plywood eubfloor 2)HVAC subcontractor Is o fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. FIREBLOCMNG REQUIRED '� 1 OF NF SCALE: (SEE PLAN) adhered with PL400 adhesive and screwed o floorjolsts,Flnlshed floor to be Installed Rreblocking shag be provided o out off all mncealed draft openings(both verb h equipment supplier. oar a 'e s and o term an effective tine battler between stories and between a o over euhfl as per manufacture Instructions. 1).Nailing requirements are based on wall sheathing P story S J. pC� 11).All bathroom wells to have V2'thick molsture-resistant sheetrock,Garage waits and Co HVAC ntractor Bend owner or final rev ewnalnd approv layout drawing and submit It o the General Isinailed 3"oled 64 wn-center al tntar at the he paneanel l edge o obtae.If wall in higher Fireblocking shall be provided In woad-f2me construction In the allowing to ^'� ,P �, "P. 0 ceilings and over furnace o have 518•thick tl sheetrock.All other parts of building shear capacities,nailing requirements far structural I).In concealed spaces of stud walls and partitions,Including furred spa , t 11h and to have regular 112'shestrock.All wags to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblodced at in In 0 SHEET N O. such as shear plates,shelf be used to maintain load path. feet Batts or blankets of mineral or glass fiber shall be allowed as firebl c alfs 3;; ,t ,�l to 12).All roof with a pitch less than 4;12 shall be Installed with an Im 8.Water burger or 1).All electrical to be Installed as per N.Y.S,Residential Construction Coda. using parallel cows of studs or staggered studs. approved equal,Flat roofs shall be applied with a Fiberglas base a with an EPDM 2).When wag sheathing is continuous over connected (n torch down type material over, 2).All electrical work shag be approved by a qualified Underwriter. membem,the tabulated number of nags shall be permitted 2).At all Interconnections between concealed vertical and horizontal spa 13.All slll fates and wood in contact with concrete o be pressure treated.Sill plates o 3.Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 o he reduced o1-16d nail per foot, drop ceilings and cove ceilings. be )Inat g with a foam sill gasket and co -tax termite sield orap roved equal, a1 N.Y.S.Residential Construction Code. P 3).In concealed spaces between stair stringers at the op and bottom of the so under stairs shall comply with N.Y.S.Residentlal Code. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist N a - flame and products of combustion. _ 5).Per the fireblocking of chimneys and fireplaces,refer be N.Y.S.Residential Code. V