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HomeMy WebLinkAbout38671-Z ,l�Su�FOtk - Town of Southold Annex 12/23/2014 o� CSG` P.O.Box 1179 cc a 54375 Main Road oy �� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38336 Date: 12/22/2014 THIS CERTIFIES that the building ALTERATION Location of Property: 18625 Route 25,Mattituck, SCTM#: 473889 Sec/Block/Lot: 108.4-1.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/31/2014 pursuant to which Building Permit No. 38671 dated 2/11/2014 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 an existing barn as applied for. The certificate is issued to Showalter Farms LLC (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38671 07-14-2014 PLUMBERS CERTIFICATION DATED G' A h ` ed ignat re gUFFOL,r TOWN OF SOUTHOLD moo° caG BUILDING DEPARTMENT 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#: 38671 Date: 2/11/2014 Permission is hereby granted to: Pindar Vineyards LLC 591-A Bicycle Path Port Jefferson, NY 11776 To: Alteration to an existing barn as applied for. At premises located at: 18625 Route 25, Mattituck SCTM # 473889 Sec/Block/Lot# 108.4-1.3 Pursuant to application dated 1/31/2014 and approved by the Building Inspector. To expire on 8/13/2015. Fees: ALTERATION OF ACCESSORY BUILDINGS $100.00 CO -ACCESSORY BUILDING $50.00 Total: $150.00 Buildingector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: 5hoo ��e�_>, �s ` Suffolk County Tax Map No 1000, Section Block Lot 1 `� Subdivision Filed Map. Lot: _((�� tl r r 6dN�kA.IC►C Perm �Uit No. ) Date of Permit. ©2. 1 e , Applicant:��� �y �jCK p�/Sl)-y,_CZtAPW wv{ Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ nt Signature pF SO!/T�ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 �Q roper.riche rt(ccD-town.southoId.hy.us Southold,NY 11971-0959 IyCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Showalter Farms Address: 18625 Main Rd (rt 25) City: Mattituck St: NY Zip: 11952 Building Permit#: 38671 Section: 108 Block: 4 Lot: 1.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Ice Electric Inc License No: 4586-me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 23 HID Fixtures Service 3ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches F4 Twist Lock Exit Fixtures TVSS Other Equipment: BARN Notes: Inspector Signature: 7Date: July 14 2014 81-Cert Electrical Compliance Form.xls SOUT TOWN Of SOUTHOLD BUILDING -DEPT. 765-1802 SPECTION FO DATION i ST [ ] ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION FRAMING /STRAPPING- [ -] FILIAL _ - _ _ [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION'S [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE .VIOLATION [ ] CAULKING REMARKS:- &J3 EMARKS: f DATE ' C� INSPECTOR J OF SO[/l��lo _ u TOWN OF SOUTHOLD BUILDING DEPT.` - 765-1802 EPT. -765-1802 INSPECTION-.. [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ( l INSPECT06ZX. �o��Of SOpr�olo le0ou TOWN- OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - ] FOUNDATION 1 ST [ ] ROUGH 'UMBING [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: co l DATE a� .INSPECTOR FIELD INSP$CrION REPORT DATE COMMENTS FOUNDATION(1ST) � FOUNDATION(2ND) —� U AA ROUGH FRAMINCr& y PLUMBING 1 INSULATION PER N.Y. STATE ENERGY CODE c FINAL ADDITIONAL C6MI? tNTS ' CdA -1 ` y. ........ , _C Lrl 2 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO.FO Check Septic Form N.Y.S.D:E.C. Trustees Flood Permit Examined 1 20 Storm-Water Assessment Form Contact: i Approved_c:>q L 20 Mail to: Disapproved a/c - Phone: Expiration 20 h �rFIJ `� Bui ing spector PLICATION FOR BUILDING PERMIT '+ JAN 3 ] 2014 � Date �� , 20� RLDG. DEPT. INSTRUCTIONS T0111.1111 OF SLNOLD This-applreatiori MUST` e 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 otherregulations 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. klkisqlq�A 1U0Wi1WA01W42- Lm'q-,, (Signature of applicant or name,if a corporation 1(MMA)k1Q-- '5APV1tkt- 44. 11352 (Mailing address of appl cant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder K6 IVB Name of owner of premises *G1 0 yJA-V (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. Lpcation of land on which,WW sork will be done: L Wazg- M — MAJ-P qff House Number Street 1 a H et J Al It County Tax Map No. 1000 Section Block Lot / Subdivision Filed Map No. Lot 2. State existing use and occupancy of prmise and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy w"ti 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work uD ���, pI ,(Description) - 4. Estimated Cost Fee �� (To be paid on filing this application) 5. If dwelling,number of dwelling units Wumber of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of etxisting structures, if any: Front Gj ( Rear Depth Height Number of Stories Dimensio s Qf sante structure with alterations orWadditions: Front - II Rear Z5 1 Depth - Height 121 -0 Number of Stories 8. Dimensions of entire new construction: Front .1� Rear Depth Height Number of Stories 1 � � 9. Size of lot: Front ? �, Rear C) Depth 10. Date of Purchase Name of Former Owner' �� - A�JTWG/ 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES N(?--)f 13. Will lot be re-graded?YES NO_Will excess fill be removed from premises?YES NO 14.Names of Owner o em�t�,It4u Address Phone No. Name of Architect Addresshone No 4 1C 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-K— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY F� being duly sworn, deposes and says that(s)he is the applicant ame of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this 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 apEkWyy &ktcb j1V# MAN He.NNo.01SIa977026Y0A Sworn to before me this �• l : Qualified in Suffolk COM day of Umroission Expires January 22,ZO,� X4W otary4Zblic14Signature of Applicant ' 1)-1 A ICE ELECTRIC C. � ! ' 1655 EVERGR R. CUTCHOGUE Y 1193 N _ PAY w TO THE /D'G, 'g� � � ORDER OF > w LT 'j ll�.111- iV=�Ca ` , v _J suFFOC 'COUNTY ` ,�j•NATIONAL. ANK _ �� i ! `��� {`+'_� _ �NROAD• OO E.NEWb 1935 -/ %J7/'� J/�q^ '}/�I {/+ (/J . r .8 O:CO i}G J Y VL:,-7 cel y' +`�•a' ri s"`�G'—f--i • U FOR Cl 1 u■003 L4-6n■ �i:0 2 L4f(7546�4�:""Al6 L00��}_ �� REQUESTED BY- � , ,��';�rS Date: r� t Company Name: Name: License No.: Address: Phone No.: . JOBSITE INFORMATION: (*Indicates required information) u� �4 r ��i> *Name: *Address: Xf 6 ,q yam/ 4WZ,, �c *Cross Street: — *Phone No-: (3/ Y� 1 2 �' ! Permit No.: � )�7/, r Tax-Map District: 1000 Section:_T(� Block: 4� Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: (YF / NO. Rough In ina *Do-you need a Temp Certificate: YES lW Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 *New Serv(Jce: Re-connect Underg�- ,Ind Number of Meters Changeervic Overhead l Additional Information: PAYMENT DUE WITH AP 111;11-1711c) / . .82-Request for inspection Form ! 1 C Scott A. Russell �d°Su '�� James A. Richter, R.A. SUPERVISOR �� Michael M. Collins P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK. 11971 Telephone#: (631)-765-1560 Fax#: (631)-765--9015 MICHAEL.COLLINS@TOWN.SOUTHOLDNY.US �'�.> JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US - Office of the Engineer Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE-NOTE: All Contact &Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT: (Property Own3bwcoql-- esign Professional,Agent,Contractor,Other) PROPERTY.OWNER: (If Different from Applicant) NAME: �{ AftftNAME: 01n� ADDRESS: (� 'N br. �1ttL� ADDRESS: J Telephone Number: ((��/ 5 Telephone Number: Completed Applications can be picked-up at the Engineering Department after being notified by the.Department, or; it can be-Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&.Appropriate Postage. Property Address / Location of Construction Work: DATE-- <, ` • M I IID . MkTTIM NUI, O S-C T M #: 1000 1Doo . /. DistricteS�ction Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control..Plan: (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S-.F,when New Impervious Surfaces are created, and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of .the Scope of Work Proposed under the Building Permit Application. A Completed Stormwateir/AieView Check No or NA are Indicated, Justification is Required. **** FO ENGIN E PARTMENT USE ONLY **** Reviewed By: Date: 31 —1 Approved: Additiona .I ormation Required: FORM # SMCP-TOS JAN 2014 osu CHAPTER 236 STORMWATER MANAGEMENT CONTROL.PLAN.CHECK LIST DATE: [ �I. 4 - APPLICANT: (Property Owner,Design ,Plr'ofesssio�al,�Agent, �Contractor,Other)' IT, NAME:. . c`�I\�r�"1J"�: ��[-",^I, 'T / S C T M #: 1000 103 /,3 Telephone Number:-., /�9DOM) . District lection Block Lot SMC P -Plan Requirements:. The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here! YES NO NA Yer.If you need additional room for.ex lanations, Please.Provide additional Pa show all of.the following items: P P a. Location& Description of Property Boundaries 00 b. Total Site Acreage. 00 c. Existing-Natural & Man Made Features within 500 L.F. O of the Site Boundary as required by§236-17(0(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 Ue LA Mot e. Limits of Clearing & Area of Proposed Land.Disturbance. 1= HP N6 FLAAWX 0"M MN, RXMU5 jeFI& f. Existing•& Proposed Contours of the Site (Minimum 2'Intervals) = NO01 94M1%_ g. Location of all existing & proposed structures,roads, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades & Finish Floor Elevations for all existing& ,J proposed structures. 0 I. Location of proposed Swimming Pool and discharge ring. 00 j. Location"of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). �0 1. Location.of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures.- �0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(Z)inch- rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited,to:. a._ Erosion&Sediment Controls. b. Construction Entrance.&Site Access. 00 c: Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e.g. infiltration basins,swales,etc.) 0� FORM # SWCP Check List-TOS"JAN 2014 4 I View of Excavation View of Concrete Pour kj P t { a 1 View of New Columns Base p Ax)- VYY i View of New Column & Header hO��pF SOUry®lo Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 'Q �y10OUNTY,N December 2, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Showalter Farms 1015 Orchard Lane Southold NY 11971 Re: 18625 Rt 25, Mattituck TO WHOM IT MAY CONCERN: The Fo llowing Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: r/ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT— 38671 —Alterations to Barn SURVEY OF PROPERTY N SITUATE: MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NY W 711,17 E SURVEY II-25-2013 S TOPO 12-16-2013 SUFFOLK COUNTY TAX # 1000 - 108 - 4 - 1.3 CERTHU D TO: SlH[OWAILTIH][8]FARMS LLC ]FARM CREDIT WT oma\ H DIEILITSY NATIONAL TIlTII.IE ENSURANC]E COMPANY v ,00,0 O��9 SOY' 9s S 9 � 0 9ao 35 35 34+5 per\b ti 35 34,q V 541 \� 35+2 32+ �O j2P5e�\l en 12`���5 32+2 m e5 34+3 �e�e 1 ��••1� �G� �'� 33+2 30+(' 35+0 __,,3+5 34+4 31+0 2; o rp' /moo \o�av 33+ In 9 3+2 X- 33+3 why';� \ ��- -' �qS �Gt�ho 33+8 ��� \\ 2 C,>,0^o 5 X340 \ 9�F`S� 33+6\/ 3 \\e 30+4 3 C�°�`0 4 \ g 9J q N 2�+ Y 8 \\ 25+6 y 1a� 2q+4 `---- _ � to �- •� ` LS LO 0 11 0h '9 t9 •10�, 9b• 26 26 2 Of' 101 ab� 266 + C\SOW w O�m�f o kosk + d< 0teeRoad Ed�'Qrd 51(004 a Y� jAA- ,��0/�.EN`C-r� 'Mwthwizad altarallOn or addition toe survey I.= ti iw 01 wryeyorbb nseYc,t i ae eT-k$j.taEd<atbEaw. • _+ 'Only copies from Lha orgMl of Lnb survey ked with an p191m1 of Elie Icmd eurvcyor .� slapped Seal stall tae corisdered to tw valid kue y / toples' T �, •GerlxKatKr�s InNcatea hereon slynuyy Ltnl th,s i �- ey wm preparod m accwdoree w[h IM es- IS U [ode of Prance for Lord Surveys adopiod L'I iia Nen YOrk eJ.ale —llll-i OL R'atcnlwal Lond arveyors.Sold certlfKOLaK.6hall run Only soz to N e pe son for whom the wrvay Is p epwe G �i and on his betnit to the title compery,gw NOTES: tiS �� lel agercy a d oe dng I5tllutlon It tl here — ��LANDS to!r osslgeee i ma landm9 unnmuan.carilima- ttore a-e rot tra5term�le to aae¢,orai tstnuuors ELEVATIONS REEERENGE AN ASSUMED DATUM JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 GRAPHIG SGALE 1"= 80' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.C:\Users\lohn\Dropbox\90S\90S\98-224 Wpo pro We o ovea,t.w. wo-n+ Z a AS NOTED MON DATE: / 2 SET 552?25IO5IIY `l 5-75.�I SET —� FEE: ��� - f6 N52?2�'05"E 5-15. 1 ' NOTI Y BUILDING L . P,kTti4ENT AT 9 OCU (' 765-1802 8 AM TO 4. Pivi FOR THE �D� FOLLOWING INSPECTIONS: �� 1. FOUNDATION - TWO REQUIRED 0S j _ FOR POURED CONCRETE ��� ®v UJ 2. ROUGH - FRAMING & PLUMBING ® �6 21 3. INSULATION (�� 0 4. FINAL - CONSTRUCTION ION MUST v BE COMPLETE FOR C.O. N ALL CONSTRUCTION SHALL MEET THE �Jf REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR SIDE YARD = DESIGN OR CONSTRUCTION ERRORS. 20'=� SIDE YARD O W 0 DIM YrFJ VIA IJUi = 4 `-7""o ° O -1 1 N� Q��Q jyv�►-Cc �" AREA of= ��I- I AY\1 WORK I O 0 0 s r Sa Deo i Qb COPV"PLY 4f,"T IH ALL CODES OF O U1 NEW YORN� S'i��, � & TOWN CODES AS REQUIRED^ Q9,^ 9-SNP CLF SOUTHOM Oo z oo�m SOI i!'11(1 (11I1A' " ,.�," ! •`,th� O on-J . 117 71 vS. r-0 �•00 7�� fX/57-lN6 517-,6 nLAN SCALE_ ,40-0' sSEAL:- DFvE DES LerusoNs: DaAwNc rrtBe r'Y/ DATE OFSd8T10N CXJl1V1GJ1TC PLM CPA FLE NAME P:13-1777\20-Desi n\10-Con t\120513-JM1 a: emPROACT MILE DATE NSA PROJECTSChlCk Silverman Architects P.C. JFIOWALTCRrARM 1790714 1.5-ITR •...un w.mav orAetwTecnme• MAVi ROAD OE MAT MCr,AY SCALE: auwNc No. 430 Green Way,Cutchogue,New York 1193534-73 nOTFD Phone:631-734-7007 Fax:631-734-7347 '11„ jjj"' DSTMCT: sECTiok BLOCK LOT: DRAWN Br: tsttp://www_ns—a rcts.com PLAN NORTH . r= # # # r .S r. 0 J -NEH(3) I-3/4'x7.25"OR(4) l-3/4'X5.5"GP LAM 2.0 L✓L EX15TING WALL FRAMING, TYP. (✓IF) NEW 6X6 WOOD P05T5. 7'-c�'LLR. GUT BACK EX15TING HALL = = :91 IF = - FR.4MlNG A5 SHOHN FOR THE IN5TALLATION OF NEW 60LUMN5 I I I AND BEAM A5 SHOWN. II II t 12X12 POURED CONCRETE PIER5 ON 24X24X12"DP POURED GONG. FOOTING. )=RAM/N& 5CH MA TIC xALE 3A6"=I-0° PROECT TME ISA PROECT c DRAWN BY.. Nemschick Silverman Architects fPAMI/1GJC11EMATIC /1 A15-1TR ecr _ —a::y��L�..1�1rd LILY— �.1���_. L�_� NATTITUCI�./1Y DRAWfx/N�O: A 160 MAIN STREET,SUITE 78 / K L\ 1 .O SAYVILLE, NEW YORK 11782 DAiE SCALE J ' `/-� I Phone: 6315632130 Fax:631 563 2139 www.nsarch.com „m„�o,se,,,,,,,, „vt 1/16/14 AJ/10TED c®N5 TUC TION No TES A. AREA QTY, QUANTITY GENERAL NOTES SYMBOL DE56RIFT/ON 5YMBOL 5E56RIFTION A.B. ANCHOR BOLT RAD, R}DIU5 A.G.I. AMERICAN R.D. ROOF DRAIN I• ALL WORK l5 TO CONFORM TO THE RULES AND REGULATIONS OF THE l7 ALL 5606ONTRA67OR5 5HALL PROVIDE ALL EQUIPMENT, TOOLS, FENCES, q ALL ME5H 5HALL BE SPLICED 50 THAT THE OVERLAP BETWEEN OU7ERM05T 4. BEAM 60M EGTION5 5HALL BE DE5I0NED TO WITH5TAND ONE-HALF THE CONCRETE REGPT, RECEPTACLE INSTITUTE G MINI REINFORCING LOCAL BUILDINDEPARTMENT AND THE N.Y,5. RE5IDENTIAL 6ON5TRUGTION TRANSPORTATION, 5AFEGUARDS,ETC.,A5 REQUIRED FOR THE PROPER 6RO55 WIRE5 OF EACH SHEET l5 NOT LE,55 THAN THE 5PAGING OF THE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND A.D.A. AMERICANS WI7T 1 CODE. NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSIDERED EXECUTION OF THEIR WORK, 6RO55 WIRES PLUS TWO INCHES, UNLE55 07NER015E SHOWN ON THE SPAN CONDITIONS SHOWN OR THE LOAD INDICATED ON DRAPINGS, D15ABILITIE5 AGT DN. DOWN A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK IN DRAWING. WHICHEVER 15 GREATER. 5E6TION rA6- SBE ELEVATION TAG- ADH ADHESIVE DR. DOOR l8. ANY DEVIATIONS FROM THE ARCHI7ECT5 DRARIN65 MU5T BE SUBMITTED X DTL. DETAIL ACCORDANCE PITH ALL STATE AND/OR LOCAL GORES. /O. ALL FOUNDATIONS SHALL BE CAST ON UNDl57URBED OR CONTROLLED 3 WELDING 5HALL BE IN ACCORDANCE WITH AW5 5PE6IFI6ATION5 U5ING DWG. A5 NOTED X A,I:F i4B0� TO THE ARGHl75GT IN WRITING FOR APPROVAL. i SEE DWG. AS N07 D DWG. DRAWING 2 ALL ELEG7RlGAL WORK TO BE FIRE UNDERWRl7ER 5 INSPECTED AND COMPACTED SOIL HAVING A M/N/MUM BEARING CAPACITY OF THO(2� TONS 570 XX ELECTRODES. x-X FINISHED FLOOR DRL5. DOWELS • ALT. AL7ERNA75 /q EACH GON77ZAGTOR AND 5UBGON7RAGTOR SHALL BE RESPONSIBLE FOR EA. EACH APPROVED. SUBMIT CERTIFICATE TO OWNER UPON RECEIPT PER SQUARE FOOT UNLE55 0771ERWI5E NOTED(SUBJECT TO FIELD AL✓ALUM. ALUMINUM MAINTAINING SAFETY ON THE JOB SITE DURING THE GON57RUGTlON 6. ALL BOL T5 5HALL BE A5N A 325N AND 5HALL BE INSTALLED TO A SNUG - ANOD. ANODIZED E.1F.S. EXTERIOR PHASE TO COMPLYWITH THE REGULATIONS AND REQUIREMENT5 OF THE INSPECTION AND VERIFICATION BY GON77RAGTOR) INSULATION 3. ELEGTR16AL CON7RAGTOR TO VERIFY ELEGTRIGAL SERVICE AND PARCEL CONDITION AS DEFINED IN A15 SPEC/F/GATIONS. j A.N.5.1. AMERICAN FIN15H SYSTEM FOR ADEQUACY IN PROVIDING NEW ELEG7RIGAL INSTALLATIONS AS OCCUPATIONAL SAFETY AND HEALTH ADMIN15TRATION. THI5 5HALL lI. MAXIMUM STEP OF FOOTINGS 5HALL BE ONE VERTICALLY TO TWO FIN15H TAG- 5EE FIN15H NATIONAL ELEG✓ ELECTRIC/-AL INCLUDE,BUT ARE NOT LIMITED TO: PROVIDING ALL NEGB55ARY 7 ALL WELDERS 5HALL BE CURRENTLY CERTIFIED. THE FOLLOWING x TA6- 5BB 946. O STANDARDS SHOWN ON THE PLANS. UPGRADE, SERYLG METER AND PANEL AS MAY HORIZONTALLY ELEVATIONS GRANGE. CERTIF16ATION5 ARE ACCEPTABLE.- NEW YORK STATE NEW YORK CITY X X LEGEND $ GBIL IN6 FIN. F ELECT. TEMPORARY SUPPORTS AND BRACING AS MAYBE REQUIRED PRIOR TO X-X A5 NOTED IN5TITUTE BE REQUIRED. ELEY./EL. EVATION THE THE INSTALLATION OF NEW 57R(/G7URAL ELEMENTS A5 WELL A5 ` DEPT. OF BUILDINGS, OR TESTING LABORATORY CERTIFICATION TO THEAR5 LEGEND APPROX. APPROXIMA7F ELI2. ALL RETAINING WALL5 5HALL BE ADEQUATELY BRACED DURING ENG. ENGINEERED ADEQUATE AND PROPER BARRICADES, RAILINGS, LIGHTING, STAIRS,ETC. GODS. ARCH, AUR6H17EGT/ 4. ALL PLUMBING WORK TO BE IN 5TRICT ACCORDANCE AI 7H N.Y.S. CODE 6ON57RZT10N TO MAINTAIN SAFETY AND STABILITY. BACKFILLING 5HALL EQ. EQUAL REQUIRED TO PROTECT THE WORKMAN OWNER 5 PER50NNEL AND _- AND ALL APPLICABLE LOCAL REGULATIONS. NOT BE PERMITTED UNTIL CONCRETE'HA5 ACHIEVED 40i�OF THE 5PE61FIED ' AVG, AVERAGE EQUIP, EQUIPMENT OTHERS FROM INJURY DUE TO CONSTRUCTION WORK, PROVIDE FREE PAINTING PLUMBING AND SAFE PASSAGE FOR PERSONS TO AND FROM AREAS AND DESIGN STRENGTH B.O. BOTTOM OF" ETC. ETCETERA 5. CONTRACTOR TO EFFECT AND MAINTAIN lNS'IRANGE, I.E. 6ON7RA6TOR5 I ELEVATION x_X A66E550RIE5 TA6- BD. BOARD EX15T. EX15TIN5 LIABILITY RORKMAN5 COMPENSATION COMPLETED OPERATIONS ETC. FA6ILIT1E5 WHICH ARE TO REMAIN, l3. ALL CONCRETE SHALL ATTAIN A MINIMI/M STRENGTH OF 3000 PSI a 28 1 ALL STEEL. AFTER FABRICATION SHALL BE THOROUGHLY GLEANED OF RU5T, BLD6. BUILDING DIRT,L005E MILL 5CAI�AND OTHER FOREIGN MATTER. AFTER GLEANING, BENCHMARK SEE AGGE550R1E5 EXP. EXPOSED ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF 20. FIGURED DIMENSIONS 5HALL GOVERN SMALL SCALE DRAWINGS WHERE DAYS. FOUNDATION, SLABS ON GRADE AND CONCRETE EXPOSED TO 57551. SURFAGE5 5HALL BE SHOP-PRIMED Wl7�f ONE GOAT OF METAL B.F.P. BACK FLOW EXT, EXTERIOR SAME TO THE OWNER PRIOR TO COMMENCING WITH WORK. WEATHER SHALL BE AIR ENTRAINED. LEGEND PREVENTOR F.O. FLOOR DRAIN DIMEN5ION5 ARE E5TABLl5HED BY CONDITIONS. IFEX/STING,EACH PRIMER,AND ONE GOAT COLOR TO BE SELECTED BY OWNER. PAINT COAT5 _ -- BLK. BLACK FON. FOUNDATION 6, EACH SUBCON7RAGTOR SHALL SUBMIT A COPY OF HI5 INSURANCE CONTRACTOR 5HALL MEASURE EX15TINO 60NDITION5 PRIOR TO ORDERING l4. ALL GONGRElE RE/NFORGING STEEL SHALL BE IN AGGORDANGE WITH ASTM 5HALL BE FULL WETTING,APPLIED 7HOROUGIILY AND EVENLY TO THE BLKG. BLOCKING FIN, FINl5H MATERIALS AND COMMENCING WITH WORK. 50RFAGE5,AND FREE FROM 5PRAYDUST, RUNS OR 5A65. I COVERAGE(RORKMAN5 COMPENSATION, LIABILITY, 015AB1LITY) TO A-615 GRADE 60 DEFORMED BARS. EXTERIOR FIN15H TA6- BRC. BEARING FIXT, FIXTURE ROOM ROOM NUMBER s BTM, BOTTOM FLR. FLOOR THE OWNER PRIOR TO COMMENCING WORK EACH 5696ONTRA6TOR 5HALL 2/ GENER�4L CONTRACTOR AND HI5 SUBS ARE RESPONSIBLE FOR ALL LAY- /> WELDED WIRE MESH 5HALL BE 1N AGGORDANGE WITH ASTM A-185. 2. PRIMER 5HALL BE RU5T-0 LEUM Todq RU5T-INHIBITING PRIMER OR . Fxl; 5EE EXT. MATERIAL BTN BETTNEEN FRZ. FREEZER SUBMIT LIEN REL.EA5E5 PRIOR TO REQUESTING FINAL PAYMENT. XXX TAG OUT WORK, INGLUDIN6 SPECIFIED LAY-OUT DRAW/N65 A5 REQUIRED. APPROVED EQUIVALENT: 5E50ND GOAT 5HALL BE RUST-O-LEUM/060, OR D LEGEND/5l rB GAB. CABINET Fr. FEET/FOOT GENERAL CONTRACTOR 5HALL COORDINATE RESPECTIVE 5�NTRACTOR5 /6. ALL 5TRUGTURAL MEMBERS 5HALL BE POURED FOR THEIR FULL DEPTHS IN APPROVED EQUIVALENT. C.G.F. 6OMPA67ED FTG. FOOTING 7. CONTRACTOR 5HALL AT ALL TlME5 PROCEED WITH WORK A5 TO MINIMIZE 6A. GAGE/GUAGE , 50 A5 NOT TO CAUSE UNDUE HARDSHIP, DELAY AND INTERFERENCE WITH ONE OPERATION. GON5TRUGTION JOINTS SUCH A5 A DAY5 POUR JOINTS ' _--•.__- - GRANULAR FILL THE ORNER5 /NGON1/ENIENGE,AND 5HALL DO SO IN A RORKMA,N-LIKE GAL. GALLON CONDUCT OR WORK. 5HALL BE LOCATED IN THE MIDDLE OF THE SPAN MAIN REINFORCING TO 3 AF75R ERECTION, TOUGH UP ALL FIELD GONNECTION5 AND ABRADED G.J. GQNTROL JOINT MANNER, CAL GALVANIZED 6_ PROPOSED WALLS G.L. CENTER LINE G.G. GENERAL RUN THROUGH THE JOINT, KEY AND ROUGHEN JOINTS TO EXPOSE SURFACES WITH SAME TYPE OF MATERIAL USED FOR SHOP COATING, � DOOR TA GLC. CEILING CONTRACTOR 8. ALL SALYA6EABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, 22• CON7RACTOIR TO REMOVE ALL DEBRIS CREATED BY THI5 WORK FROM THE AGGREGATE FOR CHEMICAL BOND. WOOD SCHEDULE � -• ---�- REFER TO FLOOR GL05. CLOSET GD. GRADE FURNISHlN65 AND DECOR ITEMS 5HALL BE STORED AND PR07FG7FD FROM 5/15 AND DISPOSE OF IN A LEGAL MANNER ON A WEEKLY BASIS OR O TO BE DOOR 5GHD, PLAN5 FOR 5IZE GLR. CLEAR 6L. 6LA55 DAMAGE UNTIL THE OWNER DETERMINES THE COUR5E OF ACTION TO IF CONDITIONS WARRANT. l7. NO HORIZONTAL JOINTS 5HALL BE PLACED IN WALLS EXCEPT A5 SHOWN ON COL. COLUMN GYP. GYP`.�UM THE DRAWINGS,Rl7HOUT THE APPROVAL OF INE ENGINEER. 1. ALL LUMBER 5HALL BE DG�IGLAS FIR LARCH NO. 2, FB = 875 PSI, FV= q5 TAKEN WITH SAME 23 AT THE COMPLETION OF WORK, THE 5/TE IS TO BE CLEARED G�ALL P5/ E= 1600,000 PSI, MAXIMUM M015TURE CONTENT<lq% _ _ -----.-�-�_-- GONG. CONCRETE H.6. HANDICAP , GOND. CONDUIT ACCESSIBLE DEBRIS AND EXCE55 MATERIALS. THE FACILITY 15 TO BE LEFT BROOM /8. MAXIMUM LEN5TH5 OF FOUNDATION WALL POUR IN ONE OPERATION SHALL PROP05ED DOOR CONN. CONNECTION H.C. HOLLOW CORE q. PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO GLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL SATISFACTION BE NO MORE THAN T hO CONSECUTIVE COLUMN DIM. OR 60 FEET: 2 ALL 5 LUMBER 5HALL BE DOUGLA5 FIR LARCH 5 GRADE, FB = 675 HINDON TAO- CONST, CONSTRUCTION N.D. HIGH DENSITY REMAIN IN SERVICE IN SUCH A MANNER A5 TO AVOID INTERRUPTION OF REFER r0 FLOOR HDR. HEADER OF THE OWNER PRIOR TO RELEASE OF FINAL PAYMENT. PSI, FV= q,5 PSI,E= 1,400,000 PSI, MAXIMUM MOISTURE CONTENT<lq�. O 56HEDULE $ CONT: CONTINUOUS HDR. HARDWARE THE5E LINE5. UNLE55 OTHERN15E NOTED,ALL EXISTING UTILITIES 5HALL BE lq CONCRETE CONTRACTOR TO BE RESPONSIBLE FOR SETTING ALL ANCHOR PLANS AND SGHED. 6.T CONTRACTOR HDRD. HARDWOOD ALTERED, GAPPED, OR REL 06A7ED IN A MANNER APPROVED BY THE 24. THE ARCHIT56T HA5 NOT BEEN RETAINED FOR ADMIN157RATION OF THE BOL T5 AND LEVELING PLATES. 3, ALL WOOD CONSTRUCTION 5HALL COMPLYWITH THE NATIONAL DE5l6N DOOR 5GHD. FOR 5IZE G.T. CERAMIC TILE H.M. HOLLOI META GOVERNMENTAL AUTHORITIE5 AND UTILITY COMPANIES HAVING JUR15DIC,TION 60NSTRUGT10N OF THI5 PROJECT. SPEGIFIGATION FOR WOOD GON57721/GTION, LATEST EDITION. C.S.I. G E61FICGTION CON GTo 5) 50 A5 To GUARANTEE A COMPLETE INSTALLATION I SPEGIFIGATION HT. HEIGHT 20. PROVIDE CONTINUOUS 2x6 TREATED SILL PLATE OVER 75RM175 SHIELD HVA.G. HEATING, 25. CON7RA6TOR5 5HALL COOPERATE WITH ALL OTHER TRADE5 AND WHERE TIED INTO FOUNDATION RALL5 WITH 5/8"ANCHOR BOLT5 3'-0"o.c. (l'-0" 4• ALL WOOD EXP05ED TO WEATHER 5HALL BE GGA TREA7ED IN PROP05ED CO. CUBIC VENTILATION,AIR A CONTRACTOR 5HALL PROTECT, PATCH AND REPAIR ALL EX15TIN6 WORK REQUIRED INSTALL ALL BUIL T-IN WORK, 5LEEVE5, IN5ERT5,ETC.,A5 MAX. FROM ALL CORNERS)WITH 10"min EMBEDMENT. PROVIDE SILL ACCORDANCE WITH.AFPA 57ANDAR05. p DBL. DOUBLE CONDITIONING ADJACENT TO HI5 WORK, OR DAMAGED A5 A RESULT OF HI5 AVRK, REQUIRED FOR A COMPLETE JOB. QX REVI5ION TAG O FIXTT)RES FOR i DEG. DE6REE5 I.6. /SOLA TED GROUND WHERE EXISTING MA7ERIAL5 ARE TO BE MATCHED, CARE 15 TO BE SEALER AND GROUT SILL PLATE TO BALL. 5 ALL WOOD CONNECTORS 5HALL BE BY '5IMP5ON", '7550" OR FUTURE ` DIA. DIAMETER INCHES 26. SEE N,Y,5. BUILDING CONSTRUCTION CODE MANUAL FOR REQUIRED WOOD ,� APPROVED EQUAL, i INCL. INCLUDE/ED TAKEN 1N BLENDING COLORS AND REPLICATING ADJACENT FORMS AND 21. FLOOR 5LAB5 ON GRADE' TO BE 4 POURED CONGRET5W17H 6x6/14X1.4 6A. DIM. DIMENSION INFO. INFORMATION GONTOUR5. FRAME NAILING SGHEDULF WIRE REINFORCING AND STEEL TROPEL FIN15H, PROVIDE 1/2" INT INTERIORINSTL. INSTALLATION/ PREMOUL.DED EXPAN510N JOINTING AT FLOOR SLAB AND FOUNDATION 6. MEMBERS DESlGNA1ED AS GANG LAM OR LAMINATED VENEER LUMBER OR COMBO CARBON MONOXIDE J-BOX JUNCTION BOX INSTALLED l2. BEFORE SUBMlTT7NG ANY PROPOSAL IT SHALL BE THE RE5PON5IBILllY CONCRETE "LVL"SHALL BE MANUFACTURED IN AGGORDANGEWITH 5PE5/F/6AT/ON5 BY p SMOKE DETECTOR REQ77 REQUIRED ' PALL. PROVIDE 2 (R-10 min)RIGID IN5ULATION 2-O EACH WAY (FOR SMOKE DETECTOR 5HALL BE J5T, J015T OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EX15TING LOU151ANA PACIFIC CORP. NO 5UB5TI7UTE5 5HALL BE PERM17TED WITHOUT JT, JOINT RM. ROOM L ALL CONCRETE WORK 5HALL CONFORM WITH THE REQUIREMENT5 OF THE HEA TED SPACES). THE ENGINEERS APPROVAL.DESIGN 57RE5SE5 ARE AS FOLLOWS: FB = coisv O 5HALL BE HARDHIRED R.O. IR016H OPENING I CONDITIONS, MATERIAL5 To BE MATCHED,WORKING 5PAGE AVAILABLE, HARDWIRED To CENTRAL IN SUPPLIER , 5AFE7Y PRECAUTIONS,ETC. REQUIRED FOR THE 5AFE AND EXPIEDITIOU5 AMER/GAN CONCRETE 1N5T17UTE A.G.1. 318 L.A7E5T EDITION. 2,g50P51,FV=2gOP51,E=2,000.00OP5/ SYSTEM 1NIrH BATTERY ro CENTRAL SYSTEM R.T,U, ROOF TOP UNIT 22 ALL 5LAB5 ON GRADE 5HALL HAVE 7H16KENINGS DEPRE551ON5 LAM. .AMINATE OPENINGS ETC, A5 REQUIRED OR A5 5HORN HEREIN OR ON I SAN. SANITARY i, EXECUTION OF THIS GON77RAGT. FAILURE To DO SO RILL NOT BE 7. THE ARGHl75GT 5HALL PROVIDE GALGULATlON5 TO THE CONTRACTOR FOR � BACKUP WI rH BATTERY BACKUP LAY. LAVATORY 2. CONCRETE CONTRACTOR TO SET AND PLACE FORMS WITH STRICT 5.C. 50LID GORE 6AU5E FOR EXTRA COSTS TO THE OWNER OR OWNER5 REPRE5ENTATIVE5. ARGH1TEc7URAL DRAWlN65. VERIFICATION OF ALL P AND BEAM ULA ON5H/7H MFR. PRIOR TO ORDERING LBS. �• � I�DUNDS ATTENTION AND CARE TO ALL DATUM, FLOOR AND GRADE ELEVATIONS. -- L.F LINEAL FOOT 56HD. SCHEDULE CONTACT THE ARCHITECT IMMEDIA7EL.Y IF FIELD GONDITION5 A4RE T� G I i O L,P, LOW POINT SECT. SECTION FOUND TO BE OTHER 7HAN 7H05E 5HOWN HEREON PRIOR TO PR06EEDIN6 23. PROVIDE P06KET5 IN WALL FOR COLUMNS BEAMS AND SLABS. AND MANUFAG771RRE NOTIFY ARCHITECT OF ANY DISGREPANG/ES, 1N WRITING, T O Ill MA 7L. MATERIAL 9.F. SQUARE FEET W/TH WORK AFFECTED BY SAME. 3, CONCRETE PRO755,T10N FOR REINFORCEMENT 5HALL CONFORM TO LAlE5T MINIMUM BEARING ON WALL5 OR BEAM5: 4"FOR 5LABS, 8"FOR BEAM5, SHOULD THERE BEA PROBLEM, 5 MAX. MAXIMUM SRT. SHEET , A.G.1. 5PE51FIGATION. U,O.N, MECH. MECHANICAL 5/M, SIMILAR 8. THE CONTRACTOR 5HALL BE IRE5PON5/BLE FOR COORDINATING ALL . ' MFG, MANUFACTURER 5M, SMALL l3. CONTRFABRI ATIOR 5HALL VERIFY ALL DIMENSIONS PRIOR TO 4. ALL LOTEMPERA FULL 5 E REINFORCING 5HALL BE SUFfIGI AN Y EMBEDDED TD 24. TOP ELEVATION OF SLABS 5HALL VARY A66ORDIN6 TO FIN15H FLOOR REQUIRED IN5PEGTION5 OF THE ROGUH AND FINAL FRAMING LBGBND �4BBRE1/l TIONS MIN. MINIMUM SPECS. 5PE51F16ATION5 FABRICATION. DEVELOP FULL STRENGTH IN ALL CONCRETE WALLS AND SLABS. MATERIAL. SEE ARGHlTSGTT/RAL DRAWINGS. 65-I - NOTB51 MI56. M156ELLANEOU5 sQ. SQUARE MM MILLIMETERFEET, 1 q, REFER TO DRAWING G5 2 FOR DE5l6N LOAD5. G5-2 - GO E GOMFL,1ANGE NOTB5 $ DETIAIL5 5Q. FT. 5QUARE l4. Dl5GREPANGlE5, ERROR5, OM155/ON5, ETC., IN ANY PORTION 0� THE 5 PROVIDE ADEQUATE TIE5 FOR ALL 5TEEL REINFORCED 1N 5LAB5,BEAM5, „ udP f M.R. RE515 AN 5.5, 5/5 5TAINLE55 57EEL. DRAWIN65 WH16H ARE AT VARIANCE WITH THE LAW ORDINANCES, RULES PIERS, AND RALL5, REINFORCED TO BE HELD AT CORRECT D15TANGE FROM 25. IN ANY APPROVED CONSTRUCTION JOINT, PROVIDE 2 X 4 Kt?'MIN.AND 24 RESISTANT BAR DIAMETER LAP(16 MIN,)OF REINFORCING,EXCEPT FOR SLAB5 ON TYF16AL DETAILS i• MTD. MOUNTED 570. STANDARD OR REGULATIONS,BEARING ON THE CONDUCT OF THE WORK 5HALL BE FORM5 AND EARTH BY 57EEL CHAIRS OR T1E5. j -I - tdRo�oSBD INTERIOR AL TBR T/oN5 ML• METAL STL. STEEL REPORTED PROMPTLY TO THE ARGH17ECT. GRADE N.I.G. NOT IN CONTRACT 57RUGT, 5TRU67ZIREI--AL 6. FOLLOW G.R.51 RULES FOR PLACING ALL REINFORCING 57EEL AND 4NOM. NOMINAL SUPPL. SUPPLY/-IED 15 /F CONDITIONS ENGOUNIFRED DURING GON57RU5,TlON DIFFER AG6E550RlE5. 26. 5L.AB ON GRADE SHALL BE POURED IN 5TRIP3, G0N5TRUCTI0N OR CONTROL l0. ALL CONGEALED 5PACE5 IN WOOD FRAMING 5HALL BE F/RE5TOPPED WITH NO./NUM. NUMBER 5u5P, 5U5PENDED FROM WHAT IS SHOWN ON I DRAWINGS THE ENGINEER SHALL BE JOINTS SHALL HAVE A MAXIMUM 5PAGIN5OF 30'-0"IN EITHER DIRECTION. ROOD BLOCKING AGGURATELY FITTED TO FILL THE OPEN/NG AND ARRANGED N.S.F. NATIONAL T/ TOP OF NOTIFIED IMIIEDlA7EL.Y AND WORK 5HALL NOT PROGRESS UNTIL 7. GONIRAGTOR SHALL SUBMIT CONCRETE MIX REPORT PITH MAXIMUM AREA OF POUR 5HALL BE 2700 5Q. FT. TO PREVENT PRAFT5 FROM MOVING FROM ONE 5PAGE TO ANOTHER, SANITATION 7B. THROUGH BOLT FOUNDATION T$B TOP $ BOTTOM ALL PROBLEMS ARE RESOLVED TO THE SAT/SFAGT/ON OF THE GOMPRE55/ON TEST RESULTS TO ENGINEER FOR REVIEW PRIOR TO 27. ALL WALL AND PIER FOOTINGS 5HALL BE MINIMUM 12" 1N/CK AND PROJECT //. PROVIDE BRIDGING 8'-O"ox. MAX(50L ID OR CR055 BR/D6/NGV N.T,5. NOT TO 56ALE T$6 TONGUE $ GROOVE ENGINEER. STARTING FOUNDATION CON57RZTION O.A. OVER ALL TEMP, TEMPERED 6"MINIMUM BEYOND WA ALL FACES OF AND PIERS UNLESS OTHERWISE O.G. ON CEN7FR Trp- TYPICAL 16. ALL SUBCONTRACTORS 5HALL BE RE5PON5/BLE FOR FILING AND 6. REPRESENTATIVE TE5T CYLINDERS 5HALL BE TAKEN FROM THE CONCRETE NOTED. 12. NOTCHES OR HOLES FOR PIPING ETC. IN 57RUCRPAL FRAMING MEMBERS OPNG. OPENING UL. UNDERWRITERS 5HALL NOT BE PERI~fl77ED. 3 ' OBTAINING APPROVALS FOR THEIR PORK WHICH MAYBE REQUNRED, PLACED EACH DAY IN AGGORDANGE KITH CONCRETE SPEGIFIGATlONS. OPT. OPTIONAL LABORATORIES 7F5TIN&5HALL BE PERFORMED AT 7 AND 28 DAY5. 28. GROUT U5ED 5HALL BE NON-FERROUS NDN-SHRINK GROUT BY IN-PAKT AND i• OPP. OPP0517E W. ULTRAVIOLET 5HALL ATTAIN A 57TREN6TH OF 4,000 P51 IN 7 DA 115. 13. DOUBLE J0I5T5 UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE JOISTS. PL. FLA 7E V VOL TNOLTAGE PLMB. PLUMBING VD. VAPOR BARRIER 2q ALL SLAB TEMPERATURE REINFORCEMENT TO BE FIBERME5H CONCRETE' 14. ALL FLOOR AND 5K)lI57HT OPENINC75 ARE TO BE FRAMED WITH DOUBLE PLYRD. PLYWOOD Y.P. VENT PIPE REINFORCEMENT A5 MANUFACTURED BY FIBERME5H CO. OR APPROVED HEADERS AND TRIMMERS, FULLY JOINED WITH STEEL BRIDGES OR "7ECO5': PNL. PANEL VERT. VERTICAL EQUAL. MIXING AND PLACEMENT 5HALL BE IN ACCORDANCE TO f PR. PAIR Wl-w/o W1TH/l^11THOUT MANUFACTURERS 5PEGIFI6ATION5. 15 To ELIMINATE THE HAZARD OF M0157l/RE GONDEN5ATION IN GOLD WEATHER, PREP. PREPARATION/ WD H0019ANDTO PERMIT INE E5CAPE OF HEAT IN HOT REATHER VENTILATION OF PREPARED PON. RINDOR 57EEL ATT16 AND CRAWL 5PA6E5 15 REQUIRED. BLOCKING AND BRIDGING SHOULD P.S.F. POUNDS PER N.H. ATER HEATER SQI/ARE FOOT BE ARRANGED 50 A5 NOT TO INTERFERE WITH THE MOVEMENT OF AIR P.S.I. POUNDS PER WP WA7ER PROOF L ALL 57EEL FABRICATION AND ERECTION 5HALL CONFORM TO A156 C 5QUARE INCH RT. WEL DE WIRE 5PEGIFI6ATION5 FOR 577RZWRAL 571ELI L.A7EST EDITION, 16. ALL CATHEDRAL GEX INC75 5HALL HAVE CONTINUOUS VENTILATION FROM PT. PART/POINT WWF FABRIC EAVE5 TO RIDGE, 51ZE INSULATION ACCORDINGLY. PROVIDE 3/4"dlo. VENT FABRIC 2 ALL STRUCTURAL STEEL 5HALL BEA5TM A-36,EXCEPT 5TRU6WRAL 7UBE HOLES A5 M259EO THRU 5KYLIGHT FRAM/N6 To MAINTAIN 60NT/NUOU5 PVM1 PAVEMENT WH16H 5HALL BE A5TM A500 GRADE B. AND 57RUCnPAL PIPE WHICH 5HALL VENTILATION. BE A577-f A501. 17 DOUBLE J015 T5 UNDER ENTIRE BATHROOM AREA UNLESS OTHERN15E NOTED. --- -� 3. ALL 67RZTURAL 57EEL U5ED A5 EXTERIOR WALL LINTELS 5HALL BE - GALVANIZED. 18. THE CONTRACTOR 5HALL 1NCORPORA7F ALL REQUIRED 6TRAP.5,ANGLES, - TIES, 5UPPORT5,ETC. A5 MAYBE REQUIRED FOR PROTECTION OF STRUCTURE GoNSERV�TION NOTE: FROM FORGES OF NA7URE THI5 INCLUDES: ROOF TO ROOF,ROOF TO WALL5, ENERGY . I. ALL WORK ON THI5 PROJECT SHALL CONFORM TO THE NEW YORK STATE ENERGY THE DUTIES OF THE AR6H17E6T AND HIS EMPLOYEE5 OR AGENTS SHALL RALL5 TO WALL5 AND WALL5 TO FOUNDATION. T HE5E FA57ENER5/TIES CONSERVATION GON5IRAE6T 5 GODS (LATEST O THE TERMINATE WITH THE COMPLETION AND DELIVERY OF WORKING DRAWlN65. 5HALL BE A5 MFR77 BY 51MPSON OR APPROVED EQUAL. THE AR6HI7E6T 15 NOT RE5PON51BLE FOR SUPERVl51ON OF CONSTRUCTION 2. THI5 PROJECT 15 DE516NED A660RPIN5 TO PART-5 OF THE NY5 ENERGY OF THE PROJECT, NOR DOES THE AR6HI7E5,T HAVE AUTHORITY TO ACT ON CONSERVATION AND CON57RX TTION GODS 'VOLVING DE516N BY ENVELOPE BEHALF OF THE OWNER OR THE CONTRACTOR UNLE55 NOTED OTHERWISE IN METHOD"(TABLE 502 2), UNDER ZONE IIB(SUFFOLK COUNTY). WRITING. 3- ALL EXPOSED HOT HATER PIPING AND/OR HEATING DUGT5 TO BE IN50LA7F9 A5 PER SEC. E5033.3/ AND E504..5 OF 771E NY5 ENERGY CODE. THE ARCHITECT SHALL NOT BE RE5PON51BLE FOR THE A6 T5 OR OM7551ON5 OF THg CONTRACTOR OR ANY 51/B-6ONTRACTOR OR ANY OF THE 't•L t • ,45E/D/A VI T OF ENERGY CODE GONEORMANGE : GONT7RAGTOR5 OR 50-60NTRA6TOR5 EMPLOYEES OR AGENTS, OR ANY �� NAV 2 2014 i WE NEMSCHICK 5/LVEIRMAN AIRCHITEGT5 P.G., ACKNOWLEDGE AND OTHER IFER50N5 PERFORMING ANY OF THE WORK, ATTEST THAT TO THE BE5T OF OUR KNORLED6E, BELIEF,AND PROFESSIONAL JUDGMENT, THIS BUILDING lS DE5/6NED IN GONFORMANGE WITH THE NEW YORK 5TA7E ENERGY CONSERVATION CONSTRUCTION CODE, _ f � LATE5T EDITION. REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTION• 516NATURE DATE i TYPICAL/iOTU, LEGE/`ID,J', AND AF13REVIATIO/1,J' 4 SOF N�� CAD FILE NAME: 1777_C,/=1 PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMAN ARCHITECTS P.C. "...the business of ARCHITECTURE." ,f NOWALTER >=ARM 12/05/13 13-1777 - - - - - MAIN ROAD SCALE: DRAWING NO.: --.. MATTITUCK,NY 33105 Main Road, Cutchogue, New,York 11935 A- - AJ'NOTED Phone : 631-734-7007 Fax : 6,31-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: cy .,._. h ttp://\/'VWW_n s-ca rc h .CO rrl PLAN NORTH of COPYRIGHT 2014 NEMSCNICK SLVERMAN ARCHITECTS P.C. # # # f PJ i DESIGN LOAD CRITERIA PER 50. FT.: NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS NAILING Sr_.HF r] )ULE PER 2010 RESIDENTIAL CODE OF NEW YORK STATE PER 2010 RESIDENTIAL CODE OF NEW YORK STATE I=EER THE W.F .G.M. 2001 TAE3LE: 3.1 - SECTION R403.I.6 SECTION R503 NUMBER OF NUMBER OF LOCATION LIV __ E .DEAD � DEFLECTION -- - JOINT DEESGRIPTION COMMON NAILS BOX NAILS NAIL SPACING , WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH �@- .i'° \ a•, vol: •:ai: ..`-� • "��'> '� •<' a` +` $•�: d :A, ,s.'< �,.`?<,o ;a°\ <�:' .m�Yid m .'''`` t .y �$ &in _ O WITH ANCHOR BOLTS. BOLTS SHALL BE AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 � . .�� , :- .�� :t�. �: �� � ,,� �< ,,. ��. ��� �< .�� �. N,hILiNG � STR,�,PPIt`tG >°,T # # FOUNDATION �. .$ � �:� ..�00� �'::;�r , 11� 40 10 - _ 360 " //��'+ q�, ;<. � " o\<.••;,.�+. " '�:• 'ti �a 3.�°-;. �: 3< •• �w:�a^^<'` �`°<^ e" " . a as \�'.• �:m'i��..\ " FIRST FLOOR :s:a <. .:..: .. : .. , :. :.< MJN. 1/2" IN DIAMETER AND SHALL EXTEND A MIN. OF 7 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. ""<� A\ @ EXTERIOR WINDOW / DOOR HEADERS RAFTERS TO TOP PLATE (TOE-NAILED) (SEE TABLE 3 .4 A) (SEE TABLE 3 .4 A) 5EGPER JO I 5T RAFTER. FLR. 30# 0# L/360 INCHES INTO MASONRY AND/OR CONCRETE, SPACED A 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS CEILING J015T TO TOP PLATE (T0E-NAILED) (5�TABLE 3 .4 A) (SEE TABLE 3 .4 A) PER RAFT NAILING 5GHEDULE 'e': (A5 PERm2oou MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 SHALL BE 4 PERCENT OF THE FLOOR AREA BEING CEILING JOIST TO PARALLEL RAFTER(PAGE-NAILED) (SEE TABLE 3 . a A) (SEE TABLE 3 . a A) EACH LAP + R° 'OPENING REQu'RE�NTS FOR WINDOW OPENINGS ATTIC 20# 10# L/240 j NorAT1°" INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. CEILING J015T LAPS OVER PARTITIONS (PAGE-NAILED) (SEE TABLE 3 . q A) (SEE TABLE 3 . a A) EACH LAP AOPENINS $ c D AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO ! 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND COLLAR TIE TO RAFTER (PAGE-NAILED) (SEE TABLE 3 . 6 A) (SEE TABLE 3 . 6 A) PER TIE___- 2'0• 2 (I)2x4 I , I ROOF 30# 15#- L/240 THE PLATE AS PER 2010 RE5IDENTIAL CODE OF NEW OTHER 51MILAR ROOMS SHALL BE PROVIDED WITH BLOCKING TO RAFTER(TOE-NAILED) 2-5d 2-Iod EACH EN17 4'-0� 4 (0 2x4 2 2 2 n s YORK STATE. BOLTS A ,MIN. I/2" IN DIAMETER SHALL BE AGGREGATE GLAZING AREA IN W'INDOW5 OF NOT LE55 RIM BOARD TO RAFTER (SND-NAILED) 2-I6d 3-I6d EACH END 61-0' 6 (2);2X4 OR 0)2x6 S 5 a „�'• :':a:•,.xSL g<:,+';s _@' .atei.`ya< ay .d'�' 777F I Mm f:`•' ,i '. "tea .a �e ��• .ie .a,,a" 8'-0N 8 (21 2X4 OR(U 2X6 9 3 3 TYP.PROVIDE RAFTER TO <\^ °@<'x ..°ax�Y4`' ¢N��q@ A,e \`, �> a\„ 'al �',� .:Ae: ¢.A� KING ATTACHMENT MEN j.:`�`°A\ \,. x\�<:,"•.'' N.' \a\ ,\ .�. 'y@ \^`..^ C. ��;•,4e`'\^e <.. `!'••J'I! N I ;•<�a• £ � :":' a"@a « <>:':. e ^ae:e" 1.,.. , ani; 10-0 10 (2)2X6 4 4 4 3 50JARE FEE ONE HALF OF WHICH MUST BE �a \: _" @, , :WL. '= M �� ,$ �. c E AL16tD OR RAFTERS AND ED 6 A5 PER TABLE 3.2A TABLE 3.25 AND THAN A T L �,� �. ,. - " ... w ` ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SPACED , `°•�., \-•` a ra L.. "";."aew, -,•, ' `<>.. *".am,.x.,• ".Z,• a .<:',�Me'�r,:,,�• ',°��.s•...extiM" ,o,., u'o{'< i e 0 STATE TABLE R30I,1 TABLE 3.2G PER W.F.G.M. 2001 !, OPENABLE. TOP PLATE TO TOP PLATE (FACE-NAILED),_ 2-I6d' a^ I 12-0 12 (?)2X6 5 5 S B KIN65 TO PLATES 2-I6d PER FOOT NOTATIONS: ' PER 2010 RESIDENTIAL CODE OF NEW YORK 4. GLAZED AREAS SHALL NOT BE REQUIRED WHERE TOP PLATES ® INTER5ECTION5 (FACE-NAILED) 4-Ili 5-ill JOINTS-EACH 51DE A.WMEIER OF 6D NAILS AT EACH END or STRAPPIN65 _ -- _--- - - _ ` = - _ n B.NUMBER OF SILL STUDS ON THE FLAT(DOES NOT APPLY TO DOORS) ^ R5 EXHAUST REQU'I RED " HEADER 0 HEADER AGILE-NAILED I6d d 2 Ibd 24 O.G. _ - C.NUMBER OF FULL HEI&HT KING STUDS AT EACH SIDE OF HEADER F, I i STRUCTURAL MEMBER ALLOWABLE ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION L = SPAN LENGTH, H = SPAN HEIGHT DEFLECTION NOTE CLOTHESDRYS ;f SYSTEM ARE PROVIDED, WITH A MINIMUM VENTI+LATION ( ) I6d I6 o.c.ALONG mGES D.t�1MBER OF 160 NAILS END-NAILED THROUGH ADJACENT KIN6 5TUD PER 2010 RE51DENTIAL CODE OF NEW YORK STATE RATE OF 50 GFM FOR INTERMITTENT VENTI°LATI ON OR TOP OR BOTTOM PLATE TO 5TUD (,END-NAILED) 2-I6d 2-I6d PER 2 X 4 STUD END OF 1_ADER AT EACH 51M RAFTERS HAVING SLOPES GREATER THAN SECTION M1502 20 CFM FOR CONTINUOUS VENTILATION. VENTILATED 3-I6d 3-I6d PER 2 X 6 STUD E. 5 "(MW-S DOUBLE � " 'oF' 3/12 WITH NO FIN'15HED CEILING ATTACHED L/180 -_ _ - _ 4-I6d 4-16d PER 2 X 5 5TUD F,WMBER OF 16D NAILS END-NAILED TtIR4U6H ADJ4GENT JACK STUDS JACKS AND KIN65 A5 TO RAFTERS I. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OFF AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY BOTTOM PLATE TO FLOOR JOIST,BANDJO15T,ENDJO15T l 2-16LI 2-I6d 1'2 PER FOOT TO END OF 5IWS)AT EACH SIDE(DOES NOT APPLY TO DOORS) `5HOYN TVP..DETAIL®LEFT -- - ALL OTHER SYSTEMS. TO THE OUTSIDE. OR BLOCKING (PAGE-NAILED) �. wig afiIN -- ��.1'. e`x<',e• �\• \�~ `.'i< \' e�@£, .y`.@``e•:.:'v`o''."� :.1` �`,\,'°'•, •'<uleS.' •��< ;<... 3'. "`i�3 °@`3+a�< .,''k.' IT, `\`'<4.:t`Y...yW� 7, TERIOR WALLS AND PARTITIONS H 180 <' �.�R: } a,'*�. ..'•y\'O:'' ,j o., <�yti; `:aa,��' a, 0 :.:xPx l a<\,6.•. .€..;`t.;•�.. ,"� �'a`3h .i< .� '1< �}w-r�+r+ /yew}(�i�j �{w^.n-. (�rrw� ! vb\`,�,,: •t�`x :`a\ a '�x? "�joE�r4�.. '.1•`�'. 4 ! L.hr/'\w/ i 1 ,✓<�,'a;,.�~ <Y.�4'a;` 3 .�`�p@n\L'�x�\ 'b,2. DRYER EXHAUST SYSTEM SHALL CONVEY THE '" a •�"�\::::�<�n.. <ao ?' ';,.".a• a�.<• ..a�.,�" •�*`�\a\a ea��,�\`���•� `�.R':e^ u�,."' . ``r \. ' o0< \ly � '`hi �<``�`� • <. :1.�0�s' a�a `" ���� , �.. - !�1N170yY � .�7001�? �'�?idtPl�lNG FLOORS AND PLASTERED CEILINGS L/360 M015TURE AND TERMINATE TO THE OUTSIDE OF THE JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) \_ -4-Sd - - 4-Iod PER J015T NOTE: EMERGENCY ESCAPE AND RESCUE EGRESS NOTE: BUILDING. OPENINGS REQUIRED PER 2010 RESIDENTIAL CODE OF BRIDGING TO J015T(TOE-NAILED) 2-ad 2-IOCI EACH END -ALL STRAPPING TO BE 1-1/4'x206AI16ESTEEL OR ALL OTHER 5TRUGTURAL MEMBERS BLOCKING To J015T(TOE-NAILED) 2-5d 2-106 EACH END 'SIMPSON'EQUIVALENT-6520(0011-M STRAP) L/240 3. EXHAUST DUCT TERMINATIONS SHALL BE IN NEW YORK STATE SECTION R510 BLOCKING TO 51LL OR TOP PLATE ('TOE-NAILED) 3-Il 4-I6d EACH BLOCK (ALL STRAFFIN6 SHALL BE INSTALLED PRIOR TO SHEATI%) ACCORDANCE WITH THE DRYER MANUFACTURER'S LEDGER STRIP TO BEAM (PAGE-NAILED) 3-I6d 4-I6d EACH JOIST EXTERIOR WALLS WITH PLASTER OR - - - -. - - - l 5TUCGO FIN15H H/360 INSTALLATION INSTRUCTIONS. I. BASEMENTS WITH HABITABLE 5PAGE AND EVERY JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-bd 3-I0d PER J015T EXTERIOR WALL5-WIND LOADS WITH L/240 4. SGREEN5 SHALL NOT BE INSTALLED AT DUCT SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE BAND JOIST TO JOIST (END-NAILED) 3-I6d 4-I6d PER J015T 1 BRITTLE FINISHES TERMINATION. ' - EMERGENCY ESCAPE AND RESCUE OPENING ABOVE AND BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-I6d 3-I6d PER FOOT 5-WI D LOADS WITH II 5. EXHAUST DUGT5 SHALL NOT BE CONNECTED WITHE1;11_1��,111E' .EXTERIOR WALL N LL/120 BELOW GRADE A M1N'IMUM NET CLEAR OPENING OF 5.7 ,ry .@. . :.FLEXIBLE FINISHES ; SHEET-METAL SCREWS OR FASTENbNG MEANS WHICH ^ �, \: w:� ,. •... `>^� BEAM SPL�GE L 11 5Q.FT. AND A GRADE FLOOR OF 5 5Q.FT.. STRu6 £e" .` SI DESIGN BY OTHERS EXTEND INTO THE DUCT. TLIRAL PANELS _ _ _ _ - sd Iod (5EE TABLE 5 .b) -�' NGLI=PORTAL 5Y5TEM +[ 2. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL DIAGONAL BOARD SHEATHING - _�_ DOUBLE PORTAL 5Y5'T1=M 6. EXHAUST DUCTS SHALL BE EQUIPPED WITH A HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE P x 6° OR i" X b° 2-ad 2-Iod PER SUPPORT ' MINIMUM 'UNIFORMLY D15TRIENUTED 'LIVE LOA BACKDRAFT DAMPER. PER 2010 RESIDENTIAL CODE OF NEW YORK STATE TABLE 8301.5 5 5 BE CONSTRUCTED OF MINIMUM THE FLOOR. I" x 10" OR AIDER 3-bd 3-Iod PER SUPPORT -- ____ I. EXHAUST DUCT HALL $.a",< e . ,., •r. •. , @�� `YP Z �fi' \3�;. c < <'e. Q< \ �<a fah- � �• �; e'��`4a' 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 \ 1/ J'71 - - �a I"IE �. ,•., ati ,fie r° :@\mea .1 ,g < :•m •.:.;<�< `@e ate,•. a,.a 1 USE LIVE LOAD 0.016 INCH THICK RIGID METAL DUCTS, HAVING SMOOTH GHES \� @ \ \ ,GYP5UM wALLBOA L T'EDV 10"FIELD , , TT EAM TO F05�" /� HEADER SEE PLAN - L INTERIOR SURFACES WITH JOINTS RUNNING IN THE 1N I RD 5d COOLERS 5d COOLERS I 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 „a �x \ I F ��'e'. M^,a�.;�,` ';"`�.�. ..`"e .3 . •• kka \. <e<• tat: e'�'` t I II I DIRECTION OF AIR FLOW. �, � g� �. �.� ��11L: :�<EXTERIOR BALCONIES 60 IN E :t `<", @ ' MIN. I6 4 MA - 8. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE ;1srRUGTURAL PANELS 8d ► 5. OPENINGS SHALL BE OPERATIONAL FROM THE IN51PE Iod (SEE TABLE 3 .�) DECKS 40# # DRYER TO THE EXHAUST DUCT 5Y5TEM SHALL BE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. 1 FIBERBOARD PANELS 1 (3)-LTP4 AT 5UPPOR " 6. A DOOR OPENING HAVING A THRESHOLD BELOW THE / t P05T TO STRONG-NAL ; I6 4 MAX. 1 LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET IN -t/16 bd - 3 EDGE/6 FIELD -- i P057 �I PASSENGER VEHIGLE GARAGES 50# LENGTH AND SHALL BE L15TED AND LABELED IN ADJACENT GROUND ELEVATION SHALL HAVE A ' GYPSU25/52" ad ARD 5d Coo ERs 3 EDGE/6 FIELD ; HEADER SUPPORT P 5T ; ACCORDANCE WITH UL 2158A. L 5d COOLERS 7 EDGE/ 10 FIELD , 1 �� / BULKHEAD ENCLOSURE WITH WELL5 BEING A MIINIMUM - , , (DE51GN BY OTHERS ATTICS WITHOUT STORAGE Ip# q. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN CLEAR AREA OF a SQ.FT.AND A MINIMUM HORIZONTAL HARDBOARD ba bd (SEE TABLE 3 .a) j` PARTICLEBOARD PANELS bd bd ''r(SEE TABLE 3 .Q) III Jill + + CONSTRUCTION. I I I "ATTICS WITH LIMITED STORAGE 20# PROJECTION AND WIDTH OF 36 A5 PER SECTION 310.3 1 DIAGONAL BOARD SHEATHING ; ; COLUMN BASE 10. THE MAXIMUM LENGTH OF A CLOTHS DRYER = I° x 6" OR I"X b° 2-ad 2-I06 PER SUPPORT ; \ (DESIGN BY OTHER5)� I `_� ROOMS OTHER THAN SLEEPING ROOMS 40# EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE ,! I" X IO" OR NIVER 3-bd 3-Iod i PER SUPPORT :aa = - D LOCATION TO THE WALL OR ROOF TERMINATION. ' @ a` DRYER z'\ 4: • @ a' 3 :� as °c: { NOTE: WIND DE516N PRE55URE FOR EXTERIOR WINDOWS . < .. M \ <` s<•;` ,/ ��^t {� �! ��\ J ! ,�., .@ <t4. .Y, ;`\ xa.ae.. .:A: <L+L✓"G.aR/1�`+` S (^'. I 11\14w-7`e ;,: \ ?.. .,.:• R a <h`• A. 'L" a t: �, x�•": a;; m' @ <`@' m a` •','�•\�'`' `:< ..w.`r i`t- � SLEEPING ROOMS _ 30#--- 11. THE MAXIMUM LENGTH OF THE DUCT SHALL BE I 6LA55 DOORS AND ANCHORING PER 2010 RESIDENTIAL > I. - - T - REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 CODE OF NEW YORK STATE SECTION 8613 STRUCTURAL PANEL�i STAIRS _ 40# FEET FOR EACH 61`0-17EGREE BEND. I" OR LE55 - _- bd Iod b" EDGE/ 12" FIELD # 12. THE MAXIMUM LENGTH OF THE EXHAUST DUCT DOES 1. EXTERIOR W'1NDOW5 GLASS DOORS AND ANCHORING II GREATER THAN I" Iod I6d 6" EDGE/6" FIELD ' DIAGONAL BOARD SHEATHING s. GUARDRAILS AND HANDRAILS 200 NOT INGLUDEE THE TRANSITION DUCT. SHALL BE DESIGNED TO RE515T THE DESIGN WIND I. II ---•- �-g- 1 X 6 OR X b 2-bd I 2-I0d PER SUPPORT LOADS SPECIFIED IN TABLE R301.2(2) AND 15 TO BE r x v, oR AIDER 3-bd 3-Iod PER SUPPORT SINGLE �OULL �O l�L �S� ISI LY j T ADJUSTED FOR HE 1 GHT AND EXPOSURE WITH TABLE I. NAILING RMIREMENT5 ARE BASED ON KALL SHEATHING NAILED 6 INCHES ON-CENTER AT PANEL E06E.IF WALL SHEATHING 15 NAILED 3 INCHES ON-CENTER AT THE PANEL MINIMUM ROOF LIVE LOADS IN POUND5-FORGE PER SQUARE _ - _._; _-- - - EDGE TO OBTAIN HIGHER SHEAR GAPACITIE5, NAILING REOUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTOR5,SUCH AS SHEAR PLATES, (SIMPSON 5TRONG-TIE LSTA) 1 8301.2(3). PER 2010 RESIDENTIAL CODE OF NEW YORK SHALL BE USED TO MAINTAIN THE LOAD PATH. I. INSTALL HEADER STRAPPING (9 EACH END AS REQ'D PER THE WFGM 2001- TABLE 5.5 . FOOT OF HORIZONTAL PROJECTION NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA ' STATE SECTION 8301 3. ALL TABLES HEATHIARE RIN6 15 WNTINUOUS TIS SOD PRAMS ED MEM ERR,THE TABULATED NUMEDITBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-16d NAIL PER FOOT. PER 2010 RE5IDENTIAL CODE OF NEW YORK STATE TABLE 8301.6 PER 2010 RESIDENTIAL CODE OF NEW YORK STATE ON SECTION 8301.2.1.2 - _ -- --- - - TRIBUTARY LOADED _ NOTE: FLOOR SYSTEMS PER W.F.C.M. 2001 5BC SECTION i AREA IIIN SQUARE FEET FOR WOOD STRUGTURAL PANELS WITH A MINIMUM THICKNESS NOTE- ASPHALT SHINGLE INSTALLATION PER 2010 2.1.3.2 ROOF SLOPE ANY STRUCTURAL MEMBER OF _(/16" AND A MAXIMUM SPAN OF 8 FEET SHALL BE I RESIDENTIAL CODE OF NEW YORK STATE SECTION Ra05 1. FLOOR CANTILEVERS AND 5ETBAGK5 SHALL NOT - EXCEED THE DEPTH d OF THE JOIST FOR LUMBER OI TO 201 TO OVER PERMITTED FOR GLAZED OPEN'ING PROTECTION IN ONE '� I. ASPHALT SHINGLE5 SHALL BE FASTENED TOA ' J015T SUPPORTING LOAD BEARING WALL5 AND SHALL 200 600 600 - AND TWO - STORY BUILDINGS. PANELS SHALL BE SOLIDLY SHEATHED DECK, PRECUT AND LABELED WITH ITS LOCATION OF USE, r i NOT EXCEED L/4 FOR LUMBER JOIST SUPORTING FLAT OR RISE LE55 THAN 4" PER FT. 20 16 - 12 2. ASPHALT SHINGLES SHALL BE INSTALLED ON A ROOF NON-LOADBEA8ING WALLS NON SHEARWALLS. WITH ATTACHMENT HARDWARE PROVIDED AS PER 2010 {F - - _ CLIMATIC, AND GEOGRAPHIC DESIGN CRITERIA OF THE TOWN OF CUTCHOGUE (I'B) RESIDENTIAL CODE OF NEW YORK STATE TABLE SLOPE OF (2:12) UNITS L GREATER. -- PER 2010 RESIDENTIAL CODE OF NEW YORK STATE TABLE 8301.2 (1) RISE 4" PER FT. (1:3) TO LE55 116 14 12 R301.2.1,.2, OR SHALL BE DESIGNED TO RE515T THE j 3• UNDERLAYMENT SHALL BE APPLIED SHINGLE - tTHAN 12 PER FT. (I:'I) COMPONENTS AND CLADDING LOADS DETERMINED 1N {. FASHION, PARALLEL TO AND STARTING FROM THE SAVE HEADERS (2) 2x6 (2) 2x8 (2) 2x10 (2) 2x12 WIND SUBJECT TO DAMAGE FRO THAN 1'' I AND LAPPED 2 INCHES AND FASTENED SUFF,IGIENTLY GROUND 5EI5MIC WINTER ICE 5HIELO FLOOD AIR ACCORDANCE WITH THE ROV1510N5 OF THE BUILDING SUPPORTING: CAN SPAN: a b ' d h 815E 12" PER FT. (I:1) AND 1; 12 12 12 ,p TO HOLD IN PLACE. SNOW SPEED DESIGN WEATHERING FR05T LINE : TERMITE DECAY DESIGN UNDERLAYMENT , HAZARDS FREEZING I CODE OF NEW YORK STATE. 'I ROOF ONLY 4' to 6' 6' to 8' 8' to 10' 10' to II2' LOAD MPH " CRITERIA' DEPTH TEMP' REQUIRED INDEX' GREATER ; ;; fli 4. END LAPS SHALL BE OFFSET BY 6 FT. ! {I, STORY 4' 4' to 6' 6' to 8' 8' to 10' ¢ 1 5. UNDERLAYMENT APPLIED IN AREAS SUBJECT TO HIGH I 20 P5F 110 MPH G SEVERE 3 FT. MODERATE TO SLIGHT TO II OPTIONAL SEE PLANS 452 WIND-BORNE DEBRIS PROTECTION FASTENING - - WINDS GREATER THAN 1110 MPH. SHALL BE SECURED 2 STORIES - - - 4 to 6 6 to 8 I HEAVY HEAVY EXAMINER NOTE: GARAGE FIRE SEPARATION WITH CORRO5ION-RE515TANT FASTENERS IN - SCHEDULE FOR WOOD STRUCTURAL PANELS PER 2010 RESIDENTIAL CODE OF NEW YORK STATE I NOTES: PER 2010 RESIDENTIAL CODE OF NEW YORK STATE TABLE 8301.2.1.2 ACCORDANCE WITH MANE. INSTALLATION INSTRUCTIONS. _ FOR SPANS OVER 4' WIDE, HEADER REQUIRES 2" MIN. SECTION R301 i FASTENERS ARE TO BE APPLIED ALONG THE OVERLAP 50LID BEARING AT EACH END DOWN TO FLOOR OR FASTENER FASTENER 5PAGIN6 NOT FARTHER THAN 36 INCHES APART ON CENTER. BOTTOM PLATE. 4 FOOT 6 Foor I'. WALL5 AND GEIL'tNG SHALL HAVE 3/4 HOUR FIRE ;g 6. UNDERLAYMENT SHALL BE DOUBLE FOR ROOF - 1/2" PLYWOOD 5PAGER5 ARE USED WITH 2x MEMBERS TYPE PANEL SPAN <PANEL SPAN <PANEL SPAN RESISTANCE RATING. SLOPES (2:12) TO (4:12). TO MATCH 2x4 OR 2x6 STUD WIDTH. <_ 4 FOOT _< 6 FOOT _< 5 Foor 2. ONE LAYER 5/8" TYPE X ON GARAGE SIDE-ONE 2-1/2" #6 ,I 7. FASTENERS FOR ASPHALT SHINGLES SHALL BE - HEADERS TO COMPLY WITH TABLES 3.22A AND 3.225 WOOD SCREWS 16" 12" q" LAYER 1/2 TYPE X ON OTHER SIDE. GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR OF WFGM 2001 3. LIVING SPACE ABOVE THE GARAGE, THE SEPARATION COPPER ROOFING NAILS, MIN. 12 GAGE SHANK WITH A 2-1/2"' #8 tt SHALL BE PROTECTED BY NOT LESS THAN 5/8" TYPE X MIN. 3/8" DIAMETER HEAD, A5TMF1661, OF A LENGTH TO WOOD 5GREW5 16 16 12 DRYWALL. PENETRATE THROUGH THE ROOFING MATERIALS AND A 4. OPENING BETWEEEEN GARAGE AND RE5IDENGE SHALL A. THIS TABLE IS BASED ON I30 MPH WIND SPEEDS AND A 53-FOOT MEAN Roof HEIGHT. BE EQUIPPED WITH A 45 MINUTES FIRE RATED DOOR MINIMUM OF 3/4" INTO THE ROOF SHEATHING. B. FASTENERS SHALL BE INSTALLED OPPOSING M05 OF THE WOOD 5TRUGIURAL PANEL. 8. ASPHALT 5H1 NGLE5 SHALL HAVE A MINIMUM OF 51X G. NAILS SHOULD BE Iod COMMON OR 12d BOX NAILS D. WHERE 5GREW5 ARE ATTACHED TO MASONRY OR MA5oNRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING A55EMBLY EQUIPPED WITH A 5ELF-GL051NG DEVICE. FASTENERS PER 5HJNGLE FOR HIND ZONES OF 110 MPH SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: VIBRATION RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 440 POUNDS. / A� F'q DATE: DESCRIPTION: AND GREATER A5 PER 2010 RESIDENTIAL GORE OF TYPICAL CODE COMPLIANCE NEW YORK STATE R301.2(4) OR EAVE 15 20 FEET OR HIGHER ABOVE GRADE. - -: r , �r�' /10TL.J'A/1D DETAIL/-, c1j �,�� CAD FILE NAME: 1777_C2 PROJECT TITLE: DATE: NSA PROJECT #: N EMSCHICK SILVERMAN ARCHITECTS P.C. "...the business of ARCHITECTURE:' f HOWALTE R FARM 12/OS/1�3 13-1777 ff AM - - - - MAIN ROAD SCALE: DRAWING NO: -- -- - N. I L MATTITUCK, NY 33105 Main Road, Cutchogue, New York 11935 - - - - - AJ AOTLU Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: 1t BLOCK: LOT: DRAWN BY: -2 PLAN NORTH c5 COPYRIGHT 2014 NEMSCHICK SILVERMAN ARCHITECTS P.C. # 1t # # f PJ I • USE EVERY OTHER NAIL HOLE USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE IN A ROW TO PROVIDE THE LENGTH 5/MoNSTRONo-nEGS slMPsoNLsr�36 CODE-REQUIRED MINIMUM � R106E'VEN CODE-REQUIRED MINIMUM IZ° UP CENTER-TO-CENTER LENGTH colLmsTRAP®!6"o.c. AEAGHRa>RAFTER RID ' "' CENTER-TO-CENTER 5TUD PAG SPAG I NG FOR NAI L5 RIDGE 5PACIN6 FOR NAILSlo &l NAILS ROOF RAFTER / ' ® O.G. _ Z O Q ° CLEAR 5PAN G520 STRAP - a ° ,L END , PROVIDE MINIMUM LEN(5TH END DI5TANCE e WRAP PLATEa oc. EQUAL NUMBER OF Rinse DCrA (51MP50N STRONG-TIE G'5) SPECIFIED NAILS 1. IN5TALL STRAPPING AS REQ'D PER IN EAGH END THE WI=GM 2001 TABLE 2.2A AND 3.55. 5/mysoN 5nToNs-779 c5 C011V 5ncar LoAP PA7ht QQR n�rINO nera/L +5 ro�arrr� ne a Q i�'D (�SIFP90H TE LSTA) M".lON 9iR0lM,-Tffi H10H (31M°90N BTFLN6'IR T871J I. NSTALL TICS M le"•EAGH PAPIER 2 ItIISAU TIM ES Ib'OG. MR THE W04 2001 TAELE 9D• L RCT"LL mm G11A m MILL 0'-0'or,, 2 m Tm ifEB A5 PE TA TAW 53A NO TAME S.T. " MLL 57RAPFINo r�,6rAILs R rib n6rA/Ls P@t7FEYFCM2001TA81P94 M/N 6" HOLD DOWN MIN.6" ® ANCHOR BOLT PLACEMENT' SEE CONTRACT PRAWIN65 r'� ; ® _ o I . — Llnw . . . . . . , . . .. . XX BOL 75 SIMn ON H924 i FRAMING . ®EAG NOR o BOLT o r8 O ►� • , FGYINDATION o r� . . . . . . . .0 . . . . .o I a: �l�y�jN 5/8"d 7FlREADED ROD \ Ga AV -7 SILL PLATE 5EE PLAN STUD HALL SEE PLAN . . . . . y A.: FOR SIZE,TYPICAL. FOR 51X$SPACING (4)10d LSNAILS 2 N GONG.END.WALL. d. r TYPICAL. EAGH PLATE) ;'" 5/8" ANCHOR BOLT ' I .v. k '0.C.W 5TORY Ha/5E) : D 0 60•G.(ONE 5TOR1'Ha M) ` 'e I 5/hA'S0N 57ROM6-T/e f+�24 5/MI".aOIV 5TROM6-T/e HTT�Z M-M 11Y.YWA770M Q2gNo mm• 1'R°4W AL70MZr TICS-POW DeTA 5/M50M 5T40N6-77f AM444(AAW 45/hA°50N 577taw-77 C� � HoL� VowN t7�r,�rILS , I RAILING p0 D S GlAW3 •m 9 .G. P05T i 1/2"m TWO ° BOLTS SIMP�ON NJ/0 G.J.®L6"O.G. 5/MfWN (5/hf1�50N 57RON6-17e P7RTdJ Da&E JOIST H2 HbRRICAhE H2/,r�zRlcAl CLIP®l6 " CLIP®16" (5rIMI".AON 5TRON6-T/e 1'�1 Ac4 I 0 5IMPsoN CONI -CTOR EA.SIDE)/ "MINI "m °5 EGO I� °a o.c. ,x �:• 5/MP=..ON PB44 o°. •I °° °°a• 5I ✓�/8 d AAlifti7R BOLT PG5T BASE - - -- - - (3)I-3/4"x H-7/8"MICROS ' a . U210 ®4'0.C.(THO 5TORY HOL60 I a° dQ • A5R.®Id" ®610.C.(ONE STORY HGYJSEI A !° OlMnM 57RaVO-7/e AW44J .101ST IE ° ii G0/1D K77ON 2eTi4/L POS MMCfGK 4015T GOM1E OZON 17e A RAMZXIT�MA COW77ON MA (5/Mt50N 57RON6-77e DBTI) 5.010R GON=770N DZA/L _ , VEC< CONNECTION APErAIL5 REINF.GOAL.SLAB WINDOW SILL WINDOW SILL j, FLASHING II F )-MOLD p .P 0° ° \` 4 "..�."d —d_..' d// : 0. o 0. o 51MPSON L5TA- o p°'111-117 ° �° °o o e } 57FZ4P®ld"O.G. CAULK IRE PRIOR TO 1-1 1 1 1 I 1 1-1— I—III—I I III—I i t—I I WRARRE9 ARaAJD INSTALLING "J"GHAA?>EL I I—I 15, POUX E 2X(7 51U PLATE UTILITY TRIM =SII— 1p1 ' I 114 11 III—1 1Ill— (4)10d NAILS 2#4 CON] (2 A P�L.ATFJ ""}°' $/B"m ANCHOR BOLT 5IDlA�WITH 5W-LC Y ' FUNCH RISKED UP INTO BEARA9 501L 04`O.G.(TWO STORY HaSFJ U17LITY TRIM 5TORY Ha /5E)6 NIL M015 TWE BARRIER ®6 O.C.(Ol O.C. /5E) DRAINAGE PLANE OVER SHEATHING I 20AIL 0!•IN7E'R/OR TH/GNCEIZ2 MMA77ON XALL.AWR r'RAM/Ak5 DENZ 5/2NO GLOrvL T ArW/NL ON 5/Ll SEAL' p F,9c. REVISIONS/SUBMISSIONS: DRAWING TITLE: �. DATE: DESCRIPTION: !l �1 TYPICAL DETAIV Fes---'' CAD FILE NAME: I 17770-1 N EMSCHICK SILVERM/AN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #: "...the businessof /�OW�LT�R F,�RM 12/05/13 i 13-1777 — _ = MAI/I ROAD MATTITUCK, NY SCALE: DRAWING NO: 33105 Main Road, Cutchogue, New York 11935 - --- / NOTED Phone : 631-734-7007 Fax : 6311-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: http://www. ns—arct-i _Com PLAN NORTH ®COPYRIGHT 2014 NEMSCHICK SLVERMAN ARCHITECTS P.C. # # # # CC i _ • I i f 1 II 55 IP _ _ A 1 EXISTING UTIL SINK EXISTING STAIR it ,HAYLOFT ABOVE NEW 2x 10 F.J./4 ZZ Q�I F W/_1/2" CDX PLY b @F(6 O.C• c�i BOX v 0� M Rl BOX q BOX5 TALL I HAYLOFT ABOVE NEW 2x 10 F.J. E p C,T � IL #%� W/ 1/2"CDX PLY BOX ,J l I @ 16" O.C. zz II 1 NEW SHORING 515TER HDR NOTE: ALL INTERIOR -' I j ON EXIST TIMBER PLATE `� OPEN TO ABOVE 5TALL5 ARE NON-LOAD I I (2) 7-1/2"X 1 1-3/4"LVL I L I CONCRETE FLOOR BEARING PARTITIONS.IXjI o � w , 6-7" CLG. HGt1T I --- - -" NEW(3) 1-3/4'x7.25"OR (4) CONCRETE FLOOR I - E I-3/4'X5.5"OF LAM 2.0 LVL � w N HAYLOFT ABOVE o HAYLOABOVE .SOX BOX NEW 2x 10 F.J. =I FT NEW 2x 10 F.J. I � — = EXISTING 1'1/i4LL FRAMING, 771P. W/ 1/2" CDX PLY _I � W/ 1/2" CDX PLY "" S TALL 2 NEW SHORING HDR S� L� T1 NEW @ 16" O.C. NI @ 16"O.C. ---� --- f 1 s _ 1ON EX15T TIMBER PLATE !i NEW 6X6 WOOD f 05T5. (2) 7-112"X 1 1-3/4" LVL zz BOX z BOC - 1h , STALL #7 STALL #P _71 If-- FRAM/N&A55HOWN RLTHE 2x8 F.J. 7-8" CLG. MGI-IT -- @ I a'o C - - -- INSTALLATION OF NEW GOLUMN5 I LUW 'p CONCRETE FLOOR I 111I AND BEAHA5 5HOWN. II II Y - - - - - -- - - -ll -- ^'-P= — - — - ^ `- - � ___ - :•: .:: 12X12 POURED GONGRETE PIERS ON 24X24X/2"DP POURED GONG, FOOTING. l — l�l l�11 lO l 11 11l-2 11 / I . I IIVT,��RIOR AL 7 RA �1O 5 MI OR -5 TRZ TUBAL AL T RA TION- f !' 2 5GALE= 3116„= 1,-O' SG�LE_ l/4 = l-O i • x j c SEAL: e,. A .c REVISIONS/SUBMISSIONS: DRAWING TITLE: DATE: DESCRIPTON: OTLRIOR ALTERATIO/1f MP i . f s., t• MINOR f TRUCTURAL ALTERATIONf ! x CAD FILE NAME: I (tf \ J s 1777_A-1 N EMSCHICK SILWERMAN ARCHITECTS P.C. PROJECT TITLE: DATE: NSA PROJECT #: ...the business of ARCHITECTURE." f UOWALTER FARM 1?2/05/15 15-1777 i MAO ROAD MATTITUC% IV SCALE: DRAWING NO.: I Af NOTED 33105 Main Road, Cutchogue, New York 11935 - - Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: .DRAWN BY: h ttp://VA/WW_n s-arch .co m PLAN NORTH 0 COPYRIGHT 2014 NEMSCHCK SLVERMAN ARCHTECTS P.C. # # # # f b I I - I !