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Home My WebLink About40590-Z 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 N . 0 Check SepticForm_ N.Y.S.D.E.C. Trustees C.O.Application Flood Permit ---- Examined2 0 Single&Separate FEB 9 2016 Storm-Water Assessment Form ✓ L Contact: CARLSHENTON Approved 20. Mad to: Disapproved a/c CARL@SHENTONARCHITECTS.COM Phone: 646-679-4066 ............ Expiration 20 _7 in I pet for APPLICATION FOR BUILDING PERMIT Date FEBRUARY 5TH 2016 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. KUPARI LLC .......... (Signature of applicant or name,if a corporation) 282 WASHINGTON AVENUE,BROOKLYN,NY 11205 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder OWNER Name of owner of premises KUPARILLC ........ ..... ...... .......... ............. (As on the tax roll or latest deed) If app,`~ant is a corporation,signature of duly authorized officer (NIKOLA DURAVCEVIC,MEMBER) (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: 355 ROSENBURG ROAD EAST MARION House Number Street Hamlet County Tax Map No. 1000 Section 2l Block 01 ...-Lot 30.3 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 VACANT LOT ............ b. Intended use and occupancy SINGLE FAMILY RESIDENCE 3. Nature of work(check which applicable):New Buildin X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $3,200,000 Fee ........... (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor_ If garage, number of cars 3 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. NOT APPLICABLE 7. Dimensions of existing structures,if any:Front NOT APPLICABLE Rear ...............Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front NOT APPLICABLE Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front 108'-2"(NORTH) Rear 108'-2"(SOUTH) Dcptlj 106-1 Height 23'-2"(ABOVE 1ST FL.) Number of Stories 2 9. Size of lot:Front 846-11"(NORTH) Rear 867'-4"(SOUTH) Depth 1,443'-0'(WEST) 10.Date of Purchase 12.27.2012 Name of Former Owner H. LLOYD KANEV&KAYE KANEV 11.Zone or use district in which premises are situated P--80 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be rc-graded?YES X NO—Will excess fill be removed from premises?YES----...NO.X 14.Names of Owner of premises KUPARI LLC AddresS282 WASHINGTON AV.Phone No.718-246-1041 Name of Architect SHENTON ARCHITECTS LLP Address 195 PLYMOUTH ST. Phone No 646-479-4066 Name of Contractor Address Phone No, 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES—NO X * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?* YES—NO X *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey, 18.Are there any covenants and restrictions with respect to this property?*YES X NO *IF YES,PROVIDE A COPY. REFER TO THE ATTACHED DOCUMENT. STATE OF NEW YORK) SS: COUNTY OF31&eL�- c,arI soer4on —being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Arco' (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 TRACEY L.DWYER --9±±—day of 201�2__ NO`TARYPUBLIC,STATE OF NEW YORK NO.OIDW6306900 QUALIFIED IN SUFFOLK COUNTY C 0 M M I s 8 I 0 N-EX 9 UNE-34,-2JAkj?5-L.. X ..... ............ Notary Pub]i Signature ,Applicant Scott A. Russell ST�O�][�l��l[��vA\T]E][�. �� . SUPERVISOR MA\NA\G]EMLENT `. SOU'THOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d C TER 236 - STORMWATER MANAGEMENT WORK SHEET "" 11' 1 ( TO BE COMPLETED BY THE APPLICANT ) ' iIC 1 w _.- F:S THIS PROJECT INVOLVE ANY OF THE FOLLOWING t»ti '�iC:4. (CHECK ALL THAT APPLY) ., . n A. Clearing, grubbing, grading or stripping of land which affects more 1 than 5,000 square feet of ground surface. ® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Off D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. 05TE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 0 F. Installation of new or resurfaced impervious surfaces of 1,000 square , feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. .., � f S.C.T.M. 1000 Date APPLICANT: (Property Owner,Design Professional,Arent.Contractor.Other) District 'NAME_ CKUPARI LLC 1 21 01 30.3 02.05.2016 NIKOLA DURAVCEVI , Section Block Lot � , ,, ll'tSNl�l�lfl,ll�l� w�a lu�..11 ."�➢� ll "�/1�.1 � � .i . ��. I , i Contact Information, 718-246-1041 Trryf r irw v' � Reviewed By: Date: Property Address / Location tion of Construction Work: Approved for processing Building Permit, 355 ROSENBURG ROAD, Stwtrmwater Management Control Plan Not Required. �. _ _ _ _ EAST MARION, NY 11939 W Stormwxater Management Control Plan is Required. (For�eard to Engineering Department for Rei few J FORM SMCP-TOS MAY 2014 a. r - _. `tea fC CD n rpr po cr, .� — _ n M = = _ , ^ `� J �p ' C M 4 T O n oFvP; 72 co y c'C C rD O.. 2 Q° CD- — cR' - cv G cS U CD w EL = n " Co r CD as 7z, = n G "+' rc C ., = _ rJ ✓, C/� "i'7 GJQ C-; DCD esnu. lh�n ti r iG P7 �. ¢ � � .c .. ,w � — �' = = J• '�' � — � 1 a ' — J QO n Z < CD J - O o "k ,�^ r f; = t✓. (. L`J' t✓CD L CD .—' "7"` T ---. CDI 41 C3 _ CD Ya d CD Fk ^ c 1 co- QO C_ CA N � r— ^ C) st _ W 61 C m m M qq Ll Y Ul Li Ej G "! o z r N > CD rD _ — r'! I R R �P 'M J. Cr. � Iry I w 4 "}] uwn!N e I — ,� IQ �j II �j ou",w"^w*off.. I� M19n V d D r c Z /1 f1l J II "'o I'rll a i,y P l ^ � �y1l: .. lef CD CD �� ! � I14W�w x — G R - = v CD CD fDtlluV F re r lO � �y U. m'• IIP C C C CDvit I Cc gym! 'O TJo QQ SID C'j CD < C = PSV T"" 'O Q 7CD CD ID rr r) l 1 CD CD 0-4 LL February 5`h,2016 Mr. Michael I Verity Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Dear Mr.Verity, Re: 355 Rosenburg Road, East Marion, NY Please find enclosed building permit application documents for the proposed construction of a new single family residence on the above noted property. The scope of work includes the construction of a new driveway from Rocky Point Road leading to a 1 '/z story house over a basement, and a separate three car garage. The proposed work will be carried out in accordance with the provisions of the New York State Uniform Fire Prevention and Building Code,current Energy Code,and all other applicable laws and statutes. The house has been designed as a partially enclosed structure per section 8301.2.1.2 of NYS Residential Code.All exterior glazing, including the skylights,will be shielded from windborne debris by fabric hurricane protection pre-tested to meet the stipulated standards. The only exception being the window to Bathroom 4 on the Second Floor,for which a hurricane rated glazing system is specified. Please do not hesitate to contact us if you require any further information. Yours sincerely, Emily M. Mottolese AIA Carl Shenton RIBA Encs. Drawings. A-000,A-001,A-002,A-101,A-102,A-103,A-104,A-105,A-110,A-111,A-112,A-113,A-114, A-115,A-201,A-202,A-203,A-204,A-205,A-206,A-301,A-302,A-303,A-330,A-331, A-601,A-602,A-603, C-001, C-002,S-100,5-101,5-102,5-103,5-200,5-201,5-202, S-203, S-204,5-205,5-206,5-300,5-301,5-400, M-101,M-102,M-201, M-202, M-300,M-301, M-302, M-350,M-351, M-352,M-353,M-401,M-402,M-501,M-601, E-300, E-501,EN-001, P-101, P-201, P-300, P-301, P-302, P-303, P-501 Property Survey(Dated 01/20/2016) Building PermitApplication Form Dept. of Health Services Permit Town of Southold Board of Trustees Letter Property Contract of Sale Covenants&Restrictions('Exhibit B') Notice of Construction Type Form Septic Form D.B. ENNETT March 2, 2016 Building Department Town of Southold Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 SUBJECT: SWPPP East Marion House 355 Rosenburg Road East Marion, NY 11939 SCTM# 1000-21-0-30.3 Dear Sirs, In response to a verbal discussion with Mr. Jamie Richter, R.A. of the Engineering Department, drawing C-001.00 and C-002.00 have been revised. These revisions were made in order to prepare a complete Stormwater Pollution Prevention Plan for the NYSDEC and Town Engineer.. Please find enclosed: • Four(4) copies of C-001.00: Civil Site Plan, revised 2/29/16 • Four(4) copies of C-002.00: Stormwater Management Control Plan, revised 2/29/16 1 trust this information is clear. If you have any questions, or wish to discuss any aspect of this project, please contact our office by telephone at 631-907-0023. Respectfully submitted, D.B. Bennett, P.E., P.C. Dr e B. Bennett, P.E. Cc: Carl Shenton (24-189) 3 FAILRDAD AvFNuE - P.D. Box 1442 ° EAsr ON ° NY - 11937 TEL: 631-907-0023 - : 631-329-0324 .DBB-PE.0®M D.B. BENNETT, P.E., P.C. Town, Ibill. Annex John ,%I. Bred meer III, ��r sr�dein. �� 54375 Main Road James r u st e. w Southold,old New oz 11µi�1.��959 D � �M� w �worui, n '4 Telephone(631.) Si.xnders, Trustee F, BOARD OF TOWN TRUSTEES TOWN OF SOUTHOL March 10, 2015 Karen A. Hoeg, sq. Twomey, Latham, Shea, Kelley, Dubin & Quartararo LLP PO Box 9398 Riverhead, 11901-9398 ® KUPARI, LLC POINTOFF ROCKY T21-1-30.3 Dear Ms. Hoeg: The Southold Town Board of Trustees reviewed the site plan prepared by D.B. Bennett, P.C., last dated January 8, 2015, and determined that the proposed construction of atwo-story dwelling it sanitary system, and detached garage is out of the Wetland jurisdiction under Chapter 275 of the Town WetlandCode and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised® however, that no construction® sedimentation, or disturbance of any kind may take place seaward oft the tidal and/or freshwater wetlands jurisdictional boundary or seaward o the coastal erosion hazard area as indicated a ove, or within 100' landward the top of the bluff, withoutfurther authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 oft e Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which mayresult from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence® barrier, or hay bale berm. If EXHIBIT"B" DER,ATTACHED TO AND MADE PART OF CONTRACT OF SALE SELLER: H.Lloyd Kanev and Kaye E. Kanev PURCHASER: Kupari,LLC PREMISES: 355 Rosenberg Road,Fast Marion,NY 11939 THE FOLLOWING PARAGRAPHS ARE ADDITIONS TO THE CONTRACT OF SALE AS DESIGNATED FIRST HEREIN ABOVE,AND,AS SUCH,CONSTITUTES A RIDER TO THIS CONTRACT, IF THERE SHALL BE ANY INCONSISTFNCIES BETWEEN THIS RIDER AND THE BASIC FORM CONTRACT HEREIN,,THE DER SHALL CONTROL AND TAKE PRECEDENCE OVER SAID PRINTED FORM OF CONTRACT. 1.COVENANTS and 'F ,IC`f"I0NS: The purchaser acknowledges that the sale of said premises is made subject to coye'ntnnt and.restrictions which shall be duly executed and filed at the closing,of title,run wvth die land and shall be binding upon all purchasers and holders of said premises"theirlte'irs„executors,legal representatives„distributes, successors and assigns,t® °t: a. Should Purchaser, his heirs, executors,Ieplal representatives,distributes, successors and assigns,subdivide now or in the future,he shall be limited as per the restrictions contained herein From the date of closing through to„)actuary, 13,2020,the primary lot will be a Sound-front lot which will be no less than five(5)acres in sire. For purposes oFcalculating the five acre minimum size of the Sound-front lot.„the area shall luav'e a western boundary ruunnin,g,the entire length of the cola of the bluff(approximately 3oo feet), The top of the bluff is deftned as The Coa sial Erosion Hazard Zone as shown in the land survey prepared by Jaascp h A Inpegno,Laced Surveyor,dated December 20„ 200 (copy attached). The calculation shall oniv include lased eastward of the top of the bluff,and shall not includethe land leading from the trap of the bluff down to the high wwwater,mark of:Long island Sound Purchaser,his heirs,execrators,legal mpreseawtatuves, distributes„successors and assigns,agree that,undl January 15,2020,shall there be no more than one(l)lot north of a lune projectingaestwward, front„straight and continuous with,the line forming the south side of'Stratmors Load,to the western bouunt ary,of the subject Prernlse& 6n the remaining„acres,the Purchaser,is heirs or assigns,rmwed y law, any time,subdivide as permitted by,and,after January 15,2020may,as p use a portion of the aforementioned five acres in conjunction with other acreage tri create a second Sound-From lot, of allowed under applicable lays and regulations. b, Purchaser,his heirs,execuu ons a rees to place all utxl ties undcrgarou d on theuderta sed prem s"s andwany futand ureass b subdivided lots. 3.EASEME'NTu For a period no longer than two(3)years from date of`closinE the Purchaser,has heirs,executors,legal representatives,distributes,successors and assigns„ wrwill be granted a twenty (?p) foot wide casement owerthe south side of die R.aneu property,beginning at Rocky Point P d„and running along the south property line of the Ranev property for a distuanee of four hundred and twenty ( Tp)fect. This easement is limited to pedestrian traffic,passenger and figho vehicles only,and shall not include construction or anther heavy epuip cnt. Should the property be subdivided,this easement shall apply to the Sound-front lot only,and not to any other lots created through suubdvision Acccss to on),other subdivided lots shall be from the seventy five('75) feel of frontage on Rocky )font Road at th;e south easterly most end of the property bordering the subdivision or East Marion %lood:s. 3s FU NM, All checks presented to the Seller by the Purchaser at the time of"closing shall be payable to Seller by certified funds drawwwrru on New York State basins. Se9ler will Town Nall Annex '� Telephone(631-1802 54375 Main Road " Fax(631)734-9502 P.0. Box 1179 CD Southold, NY 11971-0959 " A BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTIOU, PRE-ENGINEERED WOOD CONSTRUCTION A.ND�/OR TIMBER CONSTRUCTION 1 Owner: KUPARI LLC Location of Property- 3 I11939 Please tic that applicable line): X New residential r Addition existing residential str r Rehabilitation ' ting residential structure to be constructed rmed at the subject property reference ill utilizet applicable line): construction— Truss type (TT) Pre-engineered wood consr ci Timber construction in the followingi s applicable line): Floor framing, i nel uding girderss ) Roof framing Floor and roof framing i ntr : Name (person submitting this form): NIKOLA DURAVCEVIC (KUPARI LLC) Capacity(check applicableline): Owner Owner representative TrussResReq15.docx Effective 1/1/2015 i ,w. R 00 C3 r� 15 LEI r ' Y 1 I � rf µ .k 1? y�f p Sheet Sr k. Ilsstw, klrawinry East Madon l"563use l'YR EennEd,RE'..,P.C.I CtknsulkunS Engineer R,Ct}r PeA�4 r7fd fR mdA oq FQ Box IU2 �� ESY'l�r�fPLIGt Rd�y fact llaaropt Nkmm York I MIM As Wted ��Sanitary an 5CTIM 1000-21-13€3.9 nsi�ruurxa 0-z�rv.rci.m.�r�a t�0 (-i)t,ZCO-6ZC-LC9 WCZOO-LO6-bC9 uoldweH IseD �96 L��VO !Jevq ZC6 AN' O� MGN'uo M3 Zt,t,�xog'O'd'9nU9AV P—J!e�j C eAJu!Od ANOO�j 3*11=IONd AVM3AINa GRON SV JGOUIBU3 Builinsuoo "3*d'IIOUUOS'9*0 3snOH NOINVW ISV3 o U)Z2 ............................... ........................... o I. TI! ............. NP �6 0 lu .............. 16 .......... I................. ............... ............ J L.L. ES - ls� Ij > z C) 0 0 Oc I-+ ......................... ..................................... 1g,tit A ................ iu ............ All "s s� F- 110 ............... ... ................................................ ........... ..................................... ........... to O -ze s P+ All dimensions to be checked on site.Do not scale. \ CJ / / \ Long Island Sound 1 • / 1 \. senburg Road .. t \ Ro / G- 1 \ i Toe of slope -., -• -. ........ � / 1 I .. .......:.. 1 _� _Set-back —� II 1 ! / boundary Vegetated, buffer / 1 / Property line. �F Condenser units 1 \ \ I / \ Top of bluff _ 220- loll I 1 - � \ Coastal erosion hazard line ( 11 11\ !Main —' _- 1— i Stra \ House 1 ;: I — - - - — tmores Road 1 1 / Existing .boulders C 1 1 I I I 1 ' 1 °O Garage 1 1 \ Generator 1\ 1 �i I revisions 1 i 1 1 1 1 — seal& g ED1 1 1 \ 1 — u _ : OP \ 1 \ \ 1 Proposed driveway : I ' 0 "9J 0321 �0 NE`Ny 1 ` 1 1 1 key plan 1 \ ` 355 Rosenburg Road 20.2 Acres II I _ = I jclient Dana Ben Ari& Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 Southern Boulevard architects —— Shenton Architects LLP 195 Plymouth Street 11 \ \ I I I Brooklyn I NY 11201 SO- IL 320 Livingston Street, 2nd FI. Brooklyn NY 11217 1 I 11 \\ \ \ I I I structural engineer Silman Associates \ \ 1 t \I \ I I 32 Old Slip, 10th Floor New York 1 \ \ Unpaved pathway NY 10005 1 j 1 \ ( \ I mep engineer Set-back \ 1 .. I I I 21-S Consulting Engineers 1 \ \ \ \ boundary I 150 West 30th Street \ ' 1 \ II I I New York ------------------------ -------------- \ , I NY 10001 Vegetated buffer — -- --- 1 \ \ _--- ---- I civil engineer ' / \ ---- _ I DB Bennett \ / Contour lines - --- _ (2'Interval) -�--- -- ------ ___ _ �''----- - ------------- ---------- � �.I I .� �� 20 Inkberry Street \, -- f East Hampton - - - - - -------------------------------- `t NY 11937 Property line - - - - - --- -I--- \ _ J Driveway t surveyor ---------- n Corwin Land Surveyor Nathan 1586 Main Rd. Jamesport . NY 11947 project title . East Marion House Rocky Point Road, East Marion, NY drawing title 1 Site Plan , - \ i status 1 Permit project no. 141 O t _.............. —' - scale drawn y 1 \ 1 _ 5 ' S \ 1 i date p g 02 of 28 02 05.2016 drawing no. 1 i 1 1 / A-001 . 00 j / \'\ All dimensions to be checked on site Do not scale 46 !\\ ! \\ 11 48 \ 1 f` Long Island Sound 1 \\ 50 52 54 62 \ 56 58 \ 60 60 Rosenburg Road 1 \ 64 661 1 : 64 Y / 62 60 / 4 1 ! / Property line j M \\ o Vegetated buffer Toe of slope 1: j _ 1 . 1 .. Set-back \ ' o bound \ i o ...<. .... ... boundary 1 1 j 10 : `' 11. Top of bluff _--_-- — I I Coastal erosion ' I 1 1 j hazard line 11 \ Contour lines 1 (2'Interval) 1 1 ' 20 I 1 co 1 j 00 i 1 111 j 34 111 i 30 � 11 � 3234 \ 1 1 36 !! Condenser units 1 1 1 / (Refer to M-601.00) 1 / 1 38 / 1 40 ' r \ 11 1 42 1 \ 1 1\ revisions 44 1 1 Existing boulders 1 46 ,.. j �-- Set-back 1 1 boundary -.— — Vegetated buffer` 1� 30,_0!__ - seal&signatur ED 1\ Property`line '. '�_� � l-� � 1 oT ACy ! j• 220-0„ ` \may 48 _ 1 ` 7- 03215 COQ !! OF N EL.+63'-0" Main House j 1 ` 1 key plan 1111 3,,11112" / EL.+52'-0" 1 ` ------------- Existing boulder piles / 1 (To be removed) ! / Exterior walkway Forecourt" EL.+53. \ EL.+52'-0" t ' -- client Dana Ben Ari& Nikola Duravicevic 1 282 Washington Avenue Brooklyn --" � NY 11205 EL. + 42'-4" 1 Existing partially architects Retaining walls ` I v exposed boulder Shenton Architects LLP I 195 Plymouth Street Brooklyn l NY 11201 1 - SO I 320 Livingston Street,2nd FI. I Brooklyn 1 I NY 11217 structural engineer Silman Associates 32 Old Slip, 10th Floor � New York NY 10005 1 �--� mep engineer - 1 2LS Consulting Engineers 1 \ 1 \1 EL.+52'-0" 150 West 30th Street 1 NY 10001 New York Existing rock pile ( ? / Garage 1 g civil engineer 1 DB Bennett 20 Inkberry Street \ I / Generator unit 1 East Hampton \\ (Refer to M- 601.00) NY 11937 \ 1 1 1 surveyor 1 1 1 Garage Forecourt Nathan Main Rd. Land Surveyor 1 , 1 Jamesport NY 11947 Proposed driveway \ \ project title 1 50 1 \ \ East Marion House 1 1 Rocky Point Road, East Marion, NY 1 1 drawing title � .n t� 1 Enla g d Site Plan re 52 ` 1 1 i \ status project no 1410 ; a P ' . ermit draw n Y \ scale 111, = 20'-0" SA 1 date 02.05.2016 page 03 of 28 1 1 drawing no. 1 , 54 \ _ A-002 . 00 1 , ! Unpaved pathway �\ I1 12 13 14 I 5 I 6 I 7 I 8 All dimensions to be checked on site.Do not scale. - - ------------------------------------------------- ---------------------------------- -- -1 -------------------------------- ------------------ --------- - 2�-- _---- - ----------------------------- r---------------------------------------------- I � --------------------------------6--0-1-/---�----'--/ -------203 Li IIII,,, IIIIIII IIIIIII Habitable Room Room Number Room Area Required Actual Light Required Actual ----------- (S q. Ft.) Light 8%Rm. (Sq. Ft.) Ventilation Ventilation ------------------------------------------------ ----------------------------------------------- -------------------------------------------------------------------------------------------- ---------_------- --------------------------------- -------------------- --------------------------------_---_----- --�- 1III I IIII I Area (Sq.Ft.) 4%Rm. Area (Sq. Ft.) (S q.Ft.) ---------------------- --------- - Game Room 008 381 30.5 149.0 15.2 32.0 ---------------------------- - --------------------------------_J 7 ----------------------------- Sun Room 102 318 25.4 444.0 12.7 135. 0 ------------ Kitchen 103 250 20.0 178.0 10.0 44.0 ---------------- - ------- Living Room 105 455 444.0 18.2 132.0204; ------ - - == Master Bedroom 106 388 31.0 258.0 15.5 88.0 Crawlspace Bedroom 1 108 167 13.4 81.0 6.7 41.0 ------------ --=5'-3 -- ------------------ Bedroom 2 109 167 13.4 81.0 6.7 41.0 ---------------- --- -- - -- -- - --- Library/ Dining Rm. 854 68.3 728.0 34.2 90.0 Bedroom 3 201 127 10.2 54.0 5.1 14.0 - ----- -----------------M III � !II -_-_--_--_-_--------------------------------- ------------------------ II Il I iI 4 Bedroom 4 204 169 13.5 72.0 6.8 9.0 ------------- Light & Ventilation Calculations ------------ ------------ 311-611 1 I1 I----------_-_-_-_-_-_------- --- -- - -- --------------------------------- ------- --------------_--------_--_--=,a � 02; 47--1 ----------------------------------------- ===--------- ------ " � - --- 201 6 H T-3 1/2 %-' A /A 2056 ine FS-T-1]loset `.,204 S 001A\,0 /OiA Cl ( 603 G - ------ ---------------------------------------------- ----------- --- N� _�i} ��`• Y�I\,� l•� 2`0-1'2 •/ I1�I1I,III,,I I,II,III,II,III ,I�I1,II1,I,I,'��'II�I II!IIIIIIIIIIII II1II1II I1VIIII IIIIIII ;IIIIIIII1IIIIIII IIIIIII 1IIII IIII-7iIIIIIIIIIIIIuIII1IIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIII1II IIIIIIIIIIIIIIIIIIII rIII --IIIIIIIIIIIIIIIIIIIIIIII1lIIIIIIIIIIIIIIUIIIIIIIIIrIIIIIIIIIIIIIIIIIIIIr!II1iII IIIIIIIIIIIII IIIIIIIII---I1IIIIIIIIIIIIII!III1IIIIII1IIIIIIIIIII�IIIIIIIIII �1IIIIIIIIIIIIII!IIII1IIIIII rIIIIIIII IIIIIIIII1II --IIII1IIIIIIIIIIIIIInIIIIIII1IIIII1IIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIII1IIIII IIIIIIII IIIIII1III---�IlIIIIIIIIIIIII1III1IIIIIIIIII�IIIIIIIII1IIIIIIIII1II!IIIrIIIIIIIIIIIII IIIIIIIIIII IIIIIIIIIII 1IIIIII --rIII1IIIIIIIIIIIIIIIIIIIIII1II1IIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIII IIIIIIIIII1III IIIIII II!II1I lIII---IIIIIIIIII1IIItIIIIIIIIIIIIIIIIIIIIIII!IIII,IIIIIIITIIIIIIIIIIIII1IIIIIIIlIIIII IIIIIIIII IIIIII IIIIIIII--TIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIII I:IIIIII IIIIIIIIIII�I --IIIIInIIIIIIIIIIIIIIi1IIIIIIIIIIIIIIIIIIIIIIIIIIIIRIIIIIIIIIIIIIIIIII III1III IIIIIIIIIIIII IIIIIIIII --�IuII1IIIIIIIIIIII:IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIII1IIIIII IIIIIIIIIIII�IIIIIIIIIII IIIII --III1IIIIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIII IIIIIIIII IIIIIIIIIII III S--�1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIrIIIIIII1IIIIII'I�III IIIIIIIIIIIII IIIIII IIIIII --1IIIIIIIIIIIIII1IIIiI11IIIIII1IIIIIIIIIIiIIIIIIIIIII1II1IIIIIIIIII1IIII II1I1II IIIIIIIII,ItII---IIIaIIIIII1II"IIIIIIIIIIIIIIIiIIIII,IIIIIIIIIIITIIIIIIIIIIIIIIII1III IIIIIIIII IIIIIItII IIIIII--"TIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIII IIII!II IIIIIIIIIII�IIII --IIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIII-�IIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIII1 IIIIIIII II----II1IIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIII�IIIIIIIIIIIIIIIII1IIIIIIIIIIIIII IIIIIIIII�I1IIIIII II --IIIIIIIIIIIIIIIIIIIIIII1IIInIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII1 IIIIII IIIIIII---IIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIrIIIIIIIIIIIIIIIIIIIIIIIIII1 IIIIIIIIIII IIIIIII --r1IIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIII1 IIIIIIII,IIIIIIIII---IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIITIIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIIIIIIII II--TIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIII IIIIIIIIIIIII IIIIIIIIIII�--II1IIIIlIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIRIIIIIII1IIIIiIIIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIII--�II1IIIIIII1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1IIIIIIII1IIIIIIIIII IIIII II!IIII�IIIIIIIIIII --IIIIIIIIIIIIIIIIIIIIIIIInIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIII IIIIIIIIIIII---II1IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII,IIIIIIIII1IIIIIrIIIIIIIIIIIIIIIIII IIIIIIIIIII IIIIIIIII -- nIIIIIIIIIIIIIII1IIIIIIIII1IIIIIIIIIIIIIIIIIIII 1IIIIIIIIIIIIIIIIIIIIII III1IIIIIIIIIII IIIIIIII---IIIIIIIIIIIIIIIIfIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIlIIIIIII IIIIIIII IIIIIIIIIII 1III IIIIIII IIIII `1II�II1IIIIIIIIIILIIIIIIIII.'IIIIIIIIIIII�I1II�I1IIIIIIIIIIIIIIIII IIIII1I IIIIIIIIIII o-o- �-•-` ;�2; 1 12 13 14 15 16 17 18 All dimensions to be checked on site.Do not scale. I/ 2LU `2 LO O :,M1,. ,M2 N1 - N2', Edge of concrete walkway —_ _ ----------------------------- ------------ --------------------------- ------------------------------------------ i I , ' 9'-2" 9'-2" Outline of roof overhang (Above) I � i I I � I N 108 109 N �r Bedroom 1 `Bedroom 2 `'2 N 167Sf 167sf N ,204 ) Q , I I I I I I I I ;6 .05BEngawa CI. CI. //> Engawa L SLOPE SLOPE ' 1% _ - - _ 1% ; Forecourt / M 1038 03B N I � ,✓ � 1.-./ � � � I i EL.- 11-001 �.% 110 I ,�o Bath 2 N i 3'-6" 10'-10" _1 3'-6" 1 206 20 I - 03B ----------- �OB H / r.D3A� l — -----_-- - --- - -T--- 8 I \ L ; up! 603 A l <01A> 205 214 _ /� —'� - `7 <05A (( Cast in place concrete step L� - 1 � =% 1111A', \z04; `01Aj T1 EL.- 0'-6" --------- ----------------------------- ------- -- ---' ---------- ------ - - -- - I I II �'� SII L----------------------- � - --__ n I l7 - ----- � ` CC-2 Cast in place \0�% 19 7 1/2 '� . concrete walkway I , ,I � x I I I w , I � - I Engawa ° _ I; w \', Engawa w CL -� ` EL.+ 0'-0" J 01 L1 L2' L) Ji J2 ----------- ----------------- Com, Dl) E \D, ---- --- —- - ' _ - - -- - --_ `'---- ---------L-------- 4 ------------=--------------- ----------- --- ------- - ---------- -- ----------- ----------- ----------- ------------- - ---------------------------- ------- - III .--- ---------------�, -- ---------------------------------------------------------------- -------------- ----- _ -- - --- IIl - ---------------- ------------ - -------- --------------------- - ------�� I � I I � I I kJ%A) - N CC-3 Cast in lace —� 17'-7" ci T-10 1/2" co Foyer concrete parapet wall - i 1 -6 °' _ 14sf 15'-0 1/2 ,D2. 3 _ 21'-0" 1 . } �3A� 05A revisions 104A 1018, - T - -- - - - II _ — -------- - -- -- -------- - .., .. .... II j i, .. ...... .._ ---- - ---- - ----- -- ----- iI ':; �-- ----------------� is ----- - -- ------ -� I � I I CI. I CI. _-P q o � --- I � � � = 036, -,� �', i �,� / o �05A� I � I - I I I II I �, Pwdr. Rm.ih ST2 UP �; 1$sf" 22.5sf 6'- I _ 1 - - .......... - - - - -- 1 E „ , - ---- --- -- --- - I II ................................_...... ............... _ -_-_ ---- �� ,1 , M u = C06C i Bim' - -- 06A` 05A\ I /-1 „ �\ �i o ,302 602, -_ -_______________ ------- --------- --- --------- - ------------- c� _ �. CI. ii CI. O - - i - ------- N 603, 0' 8" l p r � � 1 N 106 , �'I 10] I , _, - __ Master Bedroom 0o SLOPE II Bath "' 111 I 103 102 r' seal&signature N ( 1/ Library/Dining Room _ RE c ... .. 388sf 854sf = I M Kitchen Sun Room ............... .. i. 69sfN J �1. 250sf 318sf E2> sl opE� I I , r 6B n i 1% _ E -0 Cl. CI. N ...... .......... [ •�: II � __--__--------___- ----------------- ' i, . ...._...... ....... ... ��-------------- 0 -------- ---- - .................. . . ............................ .... II .:......................................_. ------------ -----�I - 1 — -- i 0321 Q� :.............._„ .. ..t \,201 \2�' \\ : T�OF NE�N� 5'-11" Outline of glulam beams o Continuous metal D1 ------- / (above) - E M ventilation grill key lan --- --- -------------------------------- -- ----------------' -- ------------ -----------------------------------------------------J I---------- ----- Y P I - - - - --------------------------------------------------------------- -- -- - ---- ------ I, I, - - -- -- --- -- -- -- --- E r _ wo-sided wood burning I; ----------------- 1 K3; K2 (K1 j2 fireplace i Hi) G1 C1? 'G1,- C1 , G1; F1 D2 C? w UJ! ° \ '- J1 H2; Engawa I o Engawa 60601 D �I II II -D -- J 1 O, ----n i ----------------------------------------------- I f_�___�_� --------------------------- G1 --_______________ ' I I --------------- --------------- client' � I I I I — _ -J client Dana Ben Ari& Nikola Duravicevic I 19'-4 1/8" I 282 Washington Avenue Brooklyn O NY 11205 C1 architects " Shenton Architects LLP 195 Plymouth Street C Brooklyn 105 C NY 11201 Living Room 10 455sf 320 Livingston ivingston Street, 2nd FI. ch — Brooklyn I N U') NY 11217 structural engineer I� Silman Associates I 32 Old Slip, 10th Floor I I E I I O, New York ' NY 10005 I , C1, Engawa mep engineer SLOPE 2LS Consulting Engineers Engawa i0 1% 150 West 30th Street SLOPE I 6 j New York 1% - NY 10001 \602,:.... I I . _ civil engineer D3 ,'p1 DB Bennett I 19'-7 1/2" — 20 Inkberry Street B East Hampton -- --------------------------------------------- B NY 11937 I - I E surveyor bi E2; E1 b2; Nathan Corwin Land Surveyor 1586 Main Rd. ............... Jamesport .......:::........................................... NY 11947 _........ ; _._.. .. ....:......_ :...... .... _ - 33 � � project title 203, •.. _.. East Marion House i., Porch Rocky Point Road, East Marion, NY 00 I I I I .205:' ^\ drawing title ,, � 201, � ° First Floor Plan I , A _ Custom wallll painted steel status Permit Project no• 1410 L-- ° N ------------------------ - -- scale 1/4" = 1'-0" drawn by SA date 02.05.2016 page 05 of 28 5'-3" 1 26'-4 1/2" 5'-3" j 21'-0" 5'-3" 5'-3" drawing no. _ 36'-9" 4-- A- 106'-1 1/2" 11 12 13 14 15 16 1- A- 102 . 00 (7 18 I1 12 13 14 15 16 17 I$ All dimensions to be checked on site.Do not scale. 2 � 1 � 601; 301 203 M i LO 8'-1 1/4" 5'-0" 8'-1 1/4" CP1 j p2,, Edge of concrete walkway - ---------------------------------------------------------------------------------------------- - - - I I � I I II I 03 — Outline of roof overhang (Above) � II co I I i I l o .\ 205 Bath 4 77sf - 03C. \ 11'-0 3/4" 03D\ --------------- - J 1 \204; 1 ) C205q � 11 03 <036 ;' 1 11'-0 3/4" I I I I I 11 CI.II II I II I I ' II I II I I II I I I „ , _...... 204 ;' II I „ I I II I I Mech. co Bedroom 4;;; 52sf - :169sf CI.11 I 01A' ................ 01A` UI „ 4 I I II 4 ii 602/ 1 2 II 206 20� I C 204A, i 5 ii 1 �01� �0Z 5B� I ;n I H I II I H � I — I I 14' 8 203 603 1 _ — HallI'I 06 \ - - 35Sf Outline of foyer roof 205 214/ n ii. (Above) — EL.+ 10'-0" 204: i S� T j ✓. DN 63'-0') j �'ZZ - G - -- - ------------ - ---- ------ ``----------- -- - - - -- --_ -- _- -- - L_ ___ ___ _____________________________________ -__._- .._. ___ -__.--_ -- ................................_-_- .. .... --___— 1 02> I ' s I I I I I I I I I I I 1 Open to below Open to below LO <02F 1 I - F I I I <0�> <2E Mech. <01c\ 1 Aluminum framed sloped 50sf 0< 1A� 3C� revisions skylight glazing w. attachments for hurricane _ 1 I protection fabric _ - - -- -- j 12014 � �'_ S 2 038 0 A DN - I CO jj N t\3O-2-/� [207 1 - 206 \% v - � 2 I - ao �- 602 �� m M I. I li , 603 302 N Open to below 026 o Storage Green Roof i ( c Open to below I I I � If loi ° b) 125sf 886sf �! N N 1 -� 201 N !! 202 1 seal&signat EL.+ 10'-6" .01 Bedroom 3 0 1„ Bath 3 1 -`BRED gACti 1 1 1 CD 127sf 68sf TTo ij j EL.+ 10'-0" �� fi l l 6'-1 1/2" 14'-9 3/8" -{ 1 1 T-6 7/8" E.-6 5/8" 31'-6" 13'-5 1/8 03B I 777 UE- �T 032151 201; 202; I I I OF NE`N O1B,; 01C/ <02F 02E, --- -- 01A \01A <016> E — ' key plan E I I I I I >< I I I I I M 1 Open to below Open to below ! in III I i ' 1 I I 1 - D ----------------- I _ client I I j 01B Dana Ben Ari & Nikola Duravicevic 282 Washington Avenue 1 Brooklyn j 1 NY 11205 I I I I architects Shenton Architects LLP I �I I i 195 Plymouth Street I 1 Brooklyn C C NY 11201 SO- IL I 320 Livingston Street,2nd FI. Brooklyn NY 11217 Zo N ti I i i iv structural engineer —<01>C N Open to below \01C` Silman Associates 32 Old Slip, 10th Floor I I II New York NY 10005 I I mep engineer suiting I 150 West 30th Street Engineers I i New York b� 1 602 NY 10001 I I 11 II i I I civil engineer ennett 220 InBkberry Street B East Hampton B NY 11937 IL j surveyor I Nathan Corwin Land Surveyor I I I 1586 Main Rd. I I Jamesport NY 11947 I 1 I I I 3 1 1 project title 6 2° East Marion House Rocky Point Road, East Marion, NY CV I I 2 1 \.205 �\ I drawing title 1 2 2 ' 2 Second Floor Plan I I I I I I I I I status Permit project no. 1410 ' I 1 A I -------------------------------------- -------- scale 1/4" - 1' 0" drawn by SA N date 02.05.2016 page 06 of 28 drawing no. l 5'-3" 1 26'-4 1/4" 5'-1 3/4" 1_ 21'-2 1/2" _ j 5'-1 3/4" j 36'-10 1/4" _ _ 1 5'-1 3/4" 1 I - 105'-1 1/4 1 + " i 11 12 13 14 15 16 17 18 A- 103 . 00 Alt dimensions to be checked on site.Do not scale. 2 3 East Marion House Rocky Point Road , East Marion , New York Dwg. No. Drawing Title Dwg. No. Drawing Title Dwg. No. Drawing Title Dwg. No. Drawing Title A-000 Title Sheet, Drawing List, Notes & Legend A-301 North & South Elevations S-203 Typical Details III M-401 Mechanical Details Sheet 1 A-001 Site Plan A-302 East & West Elevations S-204 Typical Details IV M-402 Mechanical Details Sheet 2 A-002 Enlarged Site Plan A-303 Partial Elevations S-205 Typical Details V A-101 Basement Plan A-330 Stair 1 Plans & Sections S-206 Typical Details VI M-501 Mechanical Riser Diagrams A-1 02 First Floor Plan A-331 Stair 2 Plans & Sections S-300 Foundation Sections I A-1 03 Second Floor Plan 1% S-301 Foundation Sections 11 M-601 Mechanical Schedules A-1 04 Roof Plan A-601 Exterior Wall Sections E-300 Electrical Equipment Plans A-1 05 Garage Plans, Sections & Elevations A-602 Exterior Wall Sections S-400 Superstructure Sections I A-1 10 Basement Reflected Ceiling Plan A-603 Exterior Wall Sections A-1 11 First Floor Reflected Ceiling Plan M-1 01 Mechanical Notes, Abbreviations & Drawing List E-501 Electrical Riser Diagram A-1 12 Second Floor Reflected Ceiling Plan C-001 Civil Site Plan M-1 02 Mechanical Symbols EN-001 Energy Compliance Check Sheet 1 A-1 13 Basement Electrical Plan C-002 Stormwater Management Control Plan A-1 14 First Floor Electrical Plan M-201 Mechanical Specification I P-101 Plumbing Symbols, Notes, & Schedules revisions A-1 15 Second Floor Electrical Plan S-100 Foundation & Basement Plan M-202 Mechanical Specification 11 S-101 First Floor Framing Plan P-201 Plumbing Specifications A-201 Site Sections AA & BB S-102 Second Floor Framing Plan M-300 Mechanical Ductwork Basement Plan A-202 Building Section 1 S-103 Roof Framing Plan M-301 Mechanical Ductwork 1st Floor Plan A-203 Building Section 2 M-302 Mechanical Ductwork 2nd Floor Plan P-300 Plumbing Basement Plan A-204 Building Sections 3 & 4 S-200 General Notes; M-350 Mechanical Piping Basement Plan P-301 Plumbing 1 st Floor Plan A-205 Building Sections 5 & 6 S-201 Typical Details I M-351 Mechanical Piping 1st Floor Plan P-302 Plumbing 2nd Floor Plan seat&signature A-206 Building Sections 7 & 8 S-202 Typical Details 11 M-352 Mechanical Piping 2nd Floor Plan P-303 Plumbing Roof Plan 0 7�� M-353 Mechanical Piping Roof Plan P-501 Plumbing Riser Diagram & Details c)j 03215 OP N key pt 3n GENERAL NOTES: LEGEND ........... ..................... ........... ........ ... .................. . ..... .. ......... ............. .............. .................. . 1 All work shall conform to the requirements of the applicable New York EL. State codes (including the Building Code, Fire Code, Residential Code, Elevation level Cable/ Data Jack Plumbing Code, Mechanical Code, Fuel Gas Code, Property Maintenance Code and Energy Conservation Code), utility company requirements, and the best trade practices. Ceiling level Smoke Detector 2. Before commencing work, the Contractor shall file all required Certificates of Insurance with the Building Department, obtain all required permits, and pay all fees required by governing New York State agencies. F1_071 Room number carbon monoxide Detector 3. The Contractor shall verify all existing conditions in the field prior to commencing work, and shall report any discrepancies between drawings iMA, Door number A Recessed Light Fixture and field conditions to the Architect. 4. Minor details not usually shown or specified, but necessary for proper client Dana Ben Ari&Nikola Duravcevic construction of any part of the work shall be included as if they were Window type B Recessed Wet Light Fixture 282 Washington Avenue Brooklyn indicated in the drawings. Hill 111111111 5. The Contractor shall coordinate all work procedures with requirements of ',01A� NY 11205 Partition type C Recessed Light Fixture local authorities. architects ( SlopeO 6. The Contractor shall be responsible for the protection of all conditions and V T. Shenton Architects LLP A> materials within the proposed construction area. The Contractor shall 7"1 F30 Elevation marker Recessed Light Fixture 195 Plymouth Street design and install adequate shoring and bracing for all structural or D ( Sloped, Wet Location) Brooklyn W,-�r NY 11201 removal tasks. The Contractor shall have sole responsibility for any 64 damage or injuries caused by or during the execution of the work. Interior Elevation marker 4>- E Fl. Strip Light Fixture 7. The Contractor shall lay out his own work, and shall provide all dimensions SO-IL 320 Livingston street, 2nd Fl. required for other trades (plumbing, electrical, etc.). Brooklyn NY 11217 Section marker F LED Strip Light Fixture Hill I I I I I I I I I I I I I I I I I I I I I I I I I I I I 111 8. All rubbish, rubble, discarded equipment or other materials, empty packing cartons, etc. are to be promptly removed from the property, in barrels or 'Z' bags, at such times and in such manner as appropriate. Wall Section marker G F-1 structural e LED Uplight Fixture ngineer Silman Associates 9. All precautions shall be taken to prevent dirt and dust from permeating 1-1,11H I IJ I I Iti,111-1]I I I I I[H I I other parts of the property during the progress of the work, 32 Old Slip, 10th Floor SLOPE New York NY 10005 AW Ilk 10.The Contractor shall do all cutting, patching, repairing as required to Roof/ Floor slope H LED Strip Light Fixture 14:12 g "4, perform all of the work indicated on the drawings, and all other work that ki "M !B mep engineer Rz\'1\10112 1 1.The Contractor, upon completion of the work, shall arrange for Department N, may be required to complete the job. Single Switch J LED Tape Light Fixture 150 West 30th Street N'M NIP, I 71k _4 12.Upon completion a Certificate of Occupancy or Letter of Completion (as r k< 2LS Consulting Engineers 2 of Buildings inspections and signoffs as required. New York I=-7 NY 10001 D Dimmer Switch K LED Downlight Fixture X, n applicable) shall be obtained from the Building Department for residential ,UP occupancy of the property. 7- 2 Two Way Dimmer Switch L T5 Fl. Strip Light Fixture civil engineer D g_ '3 "X , \" , DB Bennett mw;6w _0 $ F SMOKE AND CARBON MONOXIDE DETECTOR NOTES: M 20 Inkberry Street 01 - 1. All dwelling units shall be equipped with approved and operational smoke V East Hampton F Fan Switch M Pendant Light 'J �t detecting devices, as required by New York State Building Code k N A 77:;Z;,— 71 NY 11937 SNU ............ ............ R ............ x 2. Power Sources for Smoke Detecting Devices: Dwelling units shall be 0I surveyor �4 ""W-n NO' Nathan Corwin Land Surveyor equipped with smoke detecting devices receiving their primary power from Half Switched Duplex Outlet N Interior Wall Sconce 3, AS the building wiring and there shall be no switches in the circuit other than m R 24 1586 Main Rd. -q _qp the over-current device protecting the branch circuit. ilk Jamesport s' NY 11947 3. Smoke Detectors shall by NYS P, b Compact Fluorescent a �V,w -Approved ionization cham er or Duplex Outlet P N111 kl� "o KN_ NI" "�4K�11 �k AN photo-electric type. 4. Smoke Detectors shall be installed within fifteen feet of each room lawfully 4 project title lli\P AN Of ,7t, used for sleeping purposes. jj 220V Outlet X1 Exterior Wall Sconce 4, L 5. Every dwelling unit in a building that is in close proximity to a source of A xv-7 Q q It GFI 6 0 East Marion House y, i nj\r i -1\`� ,I Z , ,�-7�, Rocky Point Road, East Marion, NY '311 GFI Duplex Outlet carbon monoxide shall be equipped with an approved, operational Carbon X2 Exterior Wall Sconce Monoxide Detector. 6. Carbon Monoxide Detectors may be combined with a smoKe detecting :211 72 A gg drawing title -type. device, provided it is an approved Q Floor Outlet o� 7. Carbon Monoxide Detectors shall be installed within fifteen feet of each 'A t: room lawfully used for sleeping purposes. Title Sheet g-v 3 i At Telephone Jack Drawing List & Legend status Permit project no. 1410 scale drawn by NTS SA date 02.05.2016 page 01 of 28 drawing no. A-000 . 00 All din / \ \ Ci R Long Island Sound 1 \ Rosenburg Road — / Toe of sloe y 1 / 1 Set-back -- — _ boundary _ 111 — — / Vegetated buffer % 1 Property line, / 1 1 1 I 1 i 1 Condenser units q11 1 \ I / \ Top of bluff 1 - Coastal erosion ° / 1 hazard line / Main — \ _i House, I 2�V-AA Al21 Stratmores Road Existing .boulders 11 I \ I 1 � 1 / 1 \ 176''2" 1 1 Garage \ , Generator 11 I I I \ 1 revision s 1 , I � I , 1 i I 1 I seal& ...-.....- \ 1 -----\\ �\ 1 I Proposed driveway II � 1 I �J o 1 key plan 1 \ 1 1 355 Rosenburg Road ` II 20.2 Acres I I l client Dana- - ------- 82 Wm c I 1 I---- Brooklyn --- -- -- - - - ----- - — --- ------ - --- ---- ------ NY 1120 , 1 i Southern Boulevard architect 1 ,. _. I I ------ ------- ------ -. Shenton I 195 Plyn Brooklyn NY 1120 1 - , SO IL 1 I I 320 Livir Brooklyn NY 1121 1 \ 1 1 I I =I structur< 1 1 I I Silman A 32 Unpaved pathway I New�Yor 1 1 \ 1 NY 1000 \ 1 1 Set-back I I ---- mep eng \ / \ boundary 1 1 \ \� I I 2LS Con 150 Wes Vegetated buffer ------- I New Yorl ---- _ \ ------------------------------------ - \, I NY 1000 I I Contour lines I civil engi j 1 1 (2'Interval) -- I DB Benn -__- I 20 Inkbei \ f. East Han \ � �•, ' . ` �, ;- 1 Property line _ _ - --__--- _---------- ------ ---------------------------- ------------- --,----- - - ---- --- ---�- NY 1193' --------------------- ------------------------------------ ----------- -------------- --------- \ - --------- -... 1 1 1- \ _ surveyor : \ _ — Driveway Entry t ...:..._.- 586 Mai \ \ Jamespo NY 1194 i- ' project i ti I East Rocky Pi i \ 1 i drawing t Site Ph i status - % \ 1 scale 1 ' 1 1 date , I i i I drawing r i Imo.i 1 / / 2 3 4 5 � 6 | � 7 � Alt dim?nsions to be checked on site.Do not scale. �� . .....�� a 130, oll) -'T'ao-i�' <20�3 B.O. Roof B 0 Roof T.O. Roof EL.+81-611 81 611 \ SLOPE SLOPE 11:12 11:12 Line of walls below MT-1 standing seam metal roof 01 �,206 <-2 HH 603 B.O. Roof B.O. Roof G � Cast in place concrete walkway below -------------------------------------------------------- F F Ui revisions T.O. Roof T.O. Roof Ridge \602 IL 2 Green Roof �402 co A 03215 201 A(2�02 77 key plan E � E ----------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------- E -J 7 1 [) � __ B.O. Roof / \ B.O. Roof — --- DanaBenAh &Niko|aOuravcevo � 26'-8" 282Washington Avenue Brooklyn NY 11205 architects B.O. Roof Shenton Architects LLP 1S5Plymouth Street Brooklyn C C NY 11201 SO- |L 32OLivingston Street,2nd F|. Brooklyn NY 11217 structural engineer Si|monAuoociaden 32Old Slip, 10th Floor New York NY 10005 mepongmeer 2LSConsulting Engineers . 15OWest 3Oth Street 0) New York NY 10001 -- oiviiengineer DB Bennett 2O |nkbenyStreet East Hampton BBNY 11937 ' surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jameoport NY 11947 project title U�� ^�� U�� `�� .~..�. .~~. . . .��~°�~ Rocky Point Road, East Marion, NY SLOPE SLOPE 11:12 11:12 drawing title Roof Plan T.O. Roof status proectnn /\ /\ Permit . 1410 ---- | | � ---- -f-' -f- scale 1/411 11-D" drawnby SA Roof nnf date 02.05.2016 page 07mf28 36'-3 1/3" |1 12 13 14 15 16 17 18 All dimensions to be checked on site.Do not scale. j 36'-5 1/2" 1_ I Overflow Drain Roof Drain �C) SLOPE SLOPE / 2% j 36'-5 1/2" I / j 30'-2 3/4" 3'-0" 3'-2 3/4" i / \ \ N N WD-1 Vertical 1A N j ` wood siding w.closed / joints M \ \ I N d O N r 2" reveal at base 6 Rear Elevation 3 Roof Plan 2 - r revisions 1 -1 36'-0" r 20'-8" l 2'-8" 7 3/4" 3'-0" 9'-0" 3'-0" 18'-0" 3-0 / I I I Overflow Drain77 i I r IN - h seal&signatu Roof Drain ED R » l N Overhead garage door R A C mechanism -- � - E E ----- E E ----= E E ----- E `\ _ ��\5\�y p1�.M O�'y�� N f� WD-1 Vertical 1x4 = � _ wood sidingw.closed ' WB-3 5B" Gypsum joints board w, level finish N r r � Gypsum = ---------------------------------------------------------------- ---------------------------------�� 9�� 03215 OQ� WB-3 5,8" G sum - ................ . ............ board w. level4 finish WD-10 Surface ............. ....... ............ ....... '--- ' WD-10 Surface mounted baseboard I � I OF NE`N y ----------------------- ---------- r--------- ----- mounted baseboard � CC-2 Cast m place - ; ', ( � key plan concrete floor 2" reveal at base - ---- --------------------------------- -i ----------------------i -------------------------------------- ----------" -------------------------------' 2 - I --1- 8 Cross Section 5 Long Section 2 Reflected Ceiling Plan client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 architects 36'-0" Shenton Architects LLP '- 195 Plymouth Street 3'-0" 30'-0" _ Brooklyn j NY 11201 SO-IL WD-1 Verticallx4 320 Livingston Street, 2nd FI. Cedar Grade A tongue Brooklyn & groove siding w. NY 11217 closed joints - IJ --- G01c., structural engineer Silman Associates 32 Old Slip, 10th Floor New York NY 10005 5_ mep engineer 2LS Consulting Engineers J 150 West 30th Street New York NY 10001 24'-5 1/2" civil engineer 36-5 1/2 I DB Bennett _1 20'-9 3/4" 2'-6" 1' 1 3/ 1 3'-2 3/4" I _ _ 18'-0" 3'-0" 9'-0" 3'-2 3/4" I i � �� bo 20 Inkberry Street N East Hampton NY 11937 Cn - - - - - - , - WD-2 Verticallx4 I 105j \\ D -01 Y WD-1 Vertical lx4 i! \ su-ve or wood siding w.open = -T m wood siding w.closed g N �. )) Garage EL.- 01-1011 Nathan Corwin Land Surveyor joints '! 864sf 1 1586 Main Rd. y f joints � v l I (52'-2'� ,lames ort NY 11947 WD-2 Verticallx4 I i _ wood siding w.open project title Overhead garage w.WD-1 closed N joints doors i joint siding Ease inMa cion, EastMHouse RockyNY CC-2 Cast inp i lace °p concrete floor drawing title I t t L-1 fixed glass panel Garage Plans, 2" reveal at base behing cedar siding - JH I I ,--- lm� all G T�-[ J B' N Sections & Elevations GL-1 fixed glass panel - - - - I ----------------------------------------------------- - -- status Permit project no. 1410 9'-0" T scale 1/4" = 1'-01 7 Side Elevation — T drawn by SA Typical 1 Floor Plan -$ ��\� date page ypI4 Front Elevation 4 02.05.2016 08 of 28 105 5 drawing no. A- 1 05 . 00 (1 12 13 14 15 16 7 $ All dimensions to be checked on site.Do not scale. —0. 1 601; ,301 203; I 42 ' 204! P(.") Crawlspace 0 M P�) - rn 4 -- 2 1 21'-4" 47'-1" H H K' �1 2 \206 A� 206 l A 205 -- i g E Cl. 603 -- E A4P G x. 70011 G 002 Hall Laundry CL. +8'-0" co O 0 F X2 E AT A�P AD A® Aq- Arevisions i _ L � I AT EE A ' L 1 5 AID A� Cl. 006 ---------- — Bath CL. 8'-0" I 3 602 i P P ---- ��. N N � ) ra Is c (�� ( 003 004 005 A� '�-- L 008 so3 ! 0 Mech. Room Storage Family Room Game oom seat&signatur R o I EDqR E EA+ AD 5 A Cl. B(P ♦ C L c� rT ti n L J - L Overhead projector ...........:_ .............. ..:::::.....: 2157 Q` ` 201; �2; I � E -------------- L F O -- I E� A� A� A� Cl. NEW l 007 L L ' I AI, Pantry E — — -- - - -- _ - - ws X2 E key plan P LO D 1 L/- - - - 601 client Dana Ben Ari& Nikola Duravicevic 282 Washington Avenue -- - - Brooklyn I � I -- --- _ - - NY 11205 architects - - —_-- Shenton Architects LLP C Ir - 195 Plymouth Street P - Brooklyn C NY 11201 M _ rawly paSO- IL 320 Livingston Street,2nd FI. io -- Brooklyn N - NY 11217 structural engineer I ' Silman Associates 32 Old Slip, 10th Floor New York -- NY 10005 i mep engineer 2LS Consulting Engineers _ P •_ 150 West 30th Street New York ,602/ NY 10001 civil engineer DB Bennett 20 Inkloerry Street East Hampton B NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 3 \ project title N 6-017 203 East Marion House r- Rocky Point Road, East Marion, NY (V 2 r 205,E drawing title 2 \301, 201 Basement Reflected Ceiling Plan A status Permit project no. A scale 1/4" = 1'-0" drawn by SA 5'-2 1/2. 1 26'-5" date 02.05.2016 page 09 of 28 1 42'-0" j 1 1'-0" drawing no. 11 12 13 14 105'-1 1/2" A- 1 10 . 00 15 16 7 18 I1 12 13 14 15 (6 17 (8 All dimensions to be checked on site.Do not scale. _2�� 1 1 f 601, 0 203; ' I I SII I I , Ae AI Ae A� I I 3 3 I I N N II I I , II ! II � Ili I i � I II 108 109 Bedroom 1 Bedroom 2 1-� Ii El N N I I A4, Aq, A+ A4D I I I ' � I I I I ' CI. CI. I I � I i I I M U U ......... ....: I J I � I I I I I A(D B� B® B+ Ae 4 110 Bathroom 2 1 2 - ----------T------------------- ,206 206 11 I 1 , , I I =B � ;B I I I I I I I H ------ -__ 1 12 13 I4 15 16 17 8 Al dimensions to be checked on site.Do not scale. I \ ✓\ 601, \.,301„ <203, 1 i ' N (70 ' 1 I______--- \6� D C� C� Cq- j71� --- 205 ----- Bath 4 CL. +21'-33/4" ("72} xi 204, - CT C+ 73) _ (64) Cl. 7 Mech. 204 _ 71 - ffl0 . + X1 N T (751— 62 r j \ M CI. j -- I SD i (76� X1 E 4 i' 602) 1 22 (77r Cl. 60 206 206,1 C� C� H (78�— 59) H 1 F CT Cq 8 2051, (79) 603 —�� A 1 ........................:. .......... ash 214 . ................... .......:,. 203 \ ,204j r80� I Hall 50) r F �s7,) 51\) 4x61 92� �91� 90> (S9) �88 (83� �86 I 185) 84) (83) (54� (5 i) (5� T <47) �46) (45) 44) (43) 42) 41 F \ T G - \ \ _ - G X81\) i (56) 82) (55 Ni J T � Open to below I Open to below xro1 I I X1 X1 X1 X1 X1 - - - -- - - ---------------------- ------------ - X1 - X1 X1 Xi G G G G - G G - I - - F G G G G G Mech.EJ E revisions I r- I I 1 1 i ' D� II i i j Cd? sc C� ---N- CL. + J'-3 3/4' ACL'. +21'- 3/4" I 201 20 c ----3 21 3 ,1 N Bedroo 3 Ba' 3 2 N ` 302,/ \602, 7 "L N Open o below 603, \3 ! S ra e 206 \ \ `,\ CL. +21'�3 3/4" c� ;i-- Ope to bel '� 9 Green Roof \ \\ c� \\� c - sea[&signatur ED \ \ \ \\ \ LJ d 1 1 wsN N N ' � Cl. - - - J 201, ,202, E GF �I NE G G G G G G � I E - -- - G G G G G - key plan Xi X1 X1 X1 Xi ------- - - - ---- - - `\ xi ` X1 X1 RC1 X1 N I I � i i (121 \\ �'• \.\\\\\ Xi X1 -- j \ ` - Open to below Open to below \ ` 1031 (104) 120) `. 01 D i93) 194 (95) 961 7 ( � \' ( 9 1 981 99 i 1001 1^t ( ( ( 0 ) (102, \ )/ - - -- 1 1 l38) (39) (40) 105! xi 31 32 1 (331 (34) i 35 i 36) 37 - - 129) 1 - ) _ - G 28.I - G 27 _ client _ 2s'' Dana Ben Ari&Nlkola Duravicevic ios — r - -------- — --- - ;25 - 282 Washington Avenue 24 1 Brook) n G '23i y G NY 11205 I 122 1107; - - X1 -\I X1 21 architects j (20 i Shenton Arc hitects G j _ _ LLP G (19 195 PI mouth Street ) Y C ioa -- - - Brooklyn ---- - _ (18 1 _ C NY 11201 G \ G (17 SO- IL - / _ 320 Livingston Street,2nd Fl. T T X1 - Brooklyn n N X15) — _ NY 112 7 silo structural engineer Silman Associates Open to below L21 - 3/4 - \ 32 Old Slip, 10th Floor G New York NY 10005 111 X1 —�10) mep engineer G G -�os) _ 2LS Consulting Engineers �11z\ 150 West 30th Street 08) New York x.,602, NY 10001 ; G G _ _ civil engineer 07) -- DB Bennett 20 Inkberry Street East Hampton B NY 11937 - - —1,06) X1 X1 X1 xi - surveyor Nathan Corwin Land Surveyor 05.1 1586 Main Rd. Jamesport LWL NY 11947 (ns 3 project title 60 203 East Marion House 117 _ Rocky Point Road, East Marion, NY 205 03 drawing title 2 2 on 201 Second Floor Plan Reflected Ceiling Plan A ' 01� A Status Permit Project no. 1410 scale 1/4" = 1'-0" drawn by SA 02.05.2016 11 of 28 date page 26'-3 1/2" 5'-4 1/2" 1 21'-2 1/2" 5-4 1/2 1 1 36'-9 1/2" drawing no. I I �- 95'-0 1/2" 1 11 A- 112 . 00 12 13 14 15 16 17 18 All dimensions to be checked on site.Do not scale. .............................................. .... ................... ..... ......................... . ............................................................................ ................. . P( \1 \ i 1 I 1 , Crawjspace \ \ P ,' / / / I �, � I I I \\ - STS - ', \� z z \ �_1_�__L__1__J \ I E UCl. / I ' \\ E A ...... — . ................ ...... ......... .. ... ......... ... \ 002 /001 ............... ....................... . ..... ........ . ............- ............. ...... ............... ............. .. . Laundry\ , Hall ............. ........................................... .................. ..................................... ............ E E \✓� �\ 1\ O � \ r--- ---- AN\ LID rbq- --\` Ws j ��--- —\�`\ iii ,------ ---- X2 008 revisions ---- E I ---- ---------' ;= Gameroom D o z ,L i �L r \ i I / ------------ \ `\ 006 \ Bath 003 PI [004 [005]Mech. Room Storage Media RoomCrawlspac , r 1 seal&signat ED ARC E \\ E A/ � A/,' C I. ------ % i, \ ----------------- -- ' Landscape ; \ --- e L p+--- ) Lighting Z � \ I , GFI:::.:::::............. N' ...._. O \ 321 \\ ----------- yQ� 1 I , E E \` Pv�I Cl. i L L L i \� SOF NE`N .� i 007 1 X2 i \\\ j Wetbar 12 D D D WS key plan 1 I - / _, ---- --PT 1 ................ ......................................................................................................................... 1 ......... ...... .................................................................._............ _.................... .. ._.........- ......................_...................._.........................._................................... ._............ . I I I I , I client Dana Ben Ari &Nikola Duravicevic 282 Washington Avenue `\\ Brooklyn NY 11205 architects \\� Shenton Architects LLP 195 Plymouth Street P Brooklyn NY 11201 Ofawispace SO-IL 320 Livingston Street, 2nd FI. Brooklyn '\ NY 11217 \ \`\ structural engineer Silman Associates `\\ 32 Old Slip, 10th Floor 1 New York 1 NY 10005 , mep engineer 21-S Consulting Engineers Pl / 150 West 30th Street New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Basement Electrical Plan ........................... ... ................... . ............................................ ........... ........ ........................................................... ....... ....... ....................... ....... ....................... ... ........ ................ ........ status Permit Project no. scale 1/4" = 1'-0" drawn by SA date 02.05.2016 page 12 of 28 drawing no. A- 113 . 00 ............ .............: A,< N N P \'A / 108 109 ' Bedroom 1 ! \ Bedroom 2 I \ I 1 I u I I I 1 � 11 o N ' \ / / \ \ N N I, i 9 A F P I \ I ._................ _.. __....... ci. ci. !� % \1 j GFI ll j C'GFI ILL / I . / \ / \ B, B�\ l-10-1B O�\ \\e A %Bathroom 2\\ I r---7----------_----- 1 i` \`\ ------------! % t I ------------------' ' , / \ / ' ----�F — \\ A i \ 2 \\ \ K ST1 q` \\ /z / \ \ Exterior I , Lighting Exterior Lighting ...................................... H / 1\ ,--- .. --------'' I \ / \ / 1 �__---' / O : I 101 / ra Ceiling A --- `\ i q —_-------_ Foyer ,r----- LightingIt \ / , , H , D D D C 1104oI `I.Pwdr. R I ( m� ST2 \\� D F WC �`` J ' i.. __ws N ------ ---- \� ,___---- ;------- \� �j Ceiling Lighting I � i I / \ �......_._.._... - \` 106 ; I ` \�-V N,cFI GFi N , .. \ z \ 1rz �::::::::� I I'---- GFI 7GFI `\Master Bedroom \\ �: � \\ ----------------„ � � '` oN `\ `\ ' ------------------------ ------------------------- 1— 1 �B B Sun Room 111 \\ -----_ -_� -- Library/Dining Room ' ' Ceding `\ ,,*�---� , `\ ; \\`\ �; ,�\ 103 Lighting 1 r I 107 `\ A ` A :-------- `� `\\ M \ _- A3C\\ \ Kitchen A $athroom \1 - __ ----- ; I I I I i H . JIM � I I lie I I i Ceiling (. i // \\ , G -- S,FJ--- ------- / Lighting . \\ �B /"B ' `♦ \ ----- _ / ------' / -- / \ i I H ` I H ' ... ...... ..... ......... \\ - -------' / .... ... - - - 1 / \ I 1 / `` , O 1 \. / , , O \ ..... ........... ./ ... ....... �..... ..... .... ... .. ..... .... ........ .............. ........ - - --- ..... ..... .... ... ... - �- �\ H n ... _............. ......... / . ..... \ j / H ♦ H ' H `♦ ' / Exterior �;�_—__--' Lighting Exterior Lighting , \ 1 I i I I O ® O .. or O \ -- \ I I I I Ceiling Lighting O ® 0 .: O 105j Living Room O Ceiling Lighting / , i / N ' O oN\ 1 I I , Exterior Lighting IO .. ...... 0 All dimensions to be checked on site.Do not scale. - ----- D sM N I � GF \i Al I I 205 I I , \\ Bathroom 4 I / ` 41DF / / i //X1 Xf a ` `\ I 1 II ) \ Cl. 1 \ Mech. I / X1 / \\ xf\ I j / 1 204 Cl. Bedroom 4 / I r , E r/'X1 7\I X11\\ 1 / 1 \ !Cl. I 1 Xi .i -. .... ` ..... .. . .. .. ... ...... \ F xr\ / ) C \� Fj ST1 �� 203 \ .... ....................�... Hall �1 ............... ....... ,..... / I r . xi [11 FF xi LDD \1 I It I I % 1 IN --- \ I `+�\\ _ t 1% Xi� ' X1` ' X1` ' \ ` _ X1 G 1`\ G �\ G G LA S \\ G �\ G/\ Mech. Switch/from G /\ G/ \ G/ \ G„ G/r witch from ; --' '+-=' --' ---' --' Master BR i ' E Foyer ` It revisions z z `\ r / ST2 `\ ---------- El -------- � D r �20�7 206 _F2b_1 1 ' 1 202 1 1/Open to below B 13 Oen to below I ; Storage Green Roof Bedroom 3 \Bathroo�t � p '\ \�\ seat&signature ED q R PI 1 T `\ / E \\ \\ 2 WSWSWSETV Switch from\ i E CI. -_ Cl. _..__....._ /' -9�,� o z 1 yp� Master BR \\i _ \ r 3 Switch from OF NES -- ,-- -- ,---`\,Sun Room +`\ i `\ � G G G G G G G G G G G \\ key plan X1 X1 X1 X1 X1 - I X1 Xi ` X1 X1 + ` � X1 / i i I / I I I I I 1 X1 Switch from xr\ �' Living Room \\ j GG ;I client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue `\ Brooklyn \\\ G `\\ 'G J NY 11205 I architects X1 / �\ Xi\\ Shenton Architects LLP GG \II 195 Plymouth Street 1 Brooklyn Ilk NY 11201 \� G\\ ;/ SO- IL ' Open to below / G ' 320 Livingston Street,2nd FI. / I //X1 / \�\\ Xr\\ Brooklyn NY 11217 \i G i structural engineer i Silman Associates 32 Old Slip, 10th Floor New York `\� G \\� ;/ G :/ NY 10005 / / I mep engineer xi M \ G �\ ;Ni�G 2LS Consulting Engineers 150 West 30th Street 1 New York NY 10001 \ i G \ , Switch frorri,,' civil engineer �'X1 ___a Living Room -----' ---'' xi\\ DB Bennett 20 Inkberry Street East Hampton NY 11937 1 `\\ X1 \ X1, i X1W.` X1, / --- ---''" -----' --- surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Second Floor Electrical Plan : . .. _... _ - status ,,. . ,... project no Permit1410 scale 1/4' = 1'-011 drawn by SA date 02.05.2016 page 14 of 28 drawing no. A- 1 15 . 00 All dimensions to be checked on site.Do not scale. T.O. Roof EL. +23'-3" i � I Green Roof / - Hall Bedroom 4 Bath I 4 j --- - Second Floor EL. +10'-0" W�" -----------------Living Room Libr ry� inJ 1 ath Bedroom 2 - -��0 ❑0 h ----------------------------------------- 1� - A, Ground Floor ___ ------------------------------ -LL---------------------------- ---- ----------- 4,' EL. +0'-0" -__ ---------- ------------- _____ - --------- Crawlspace Crawlspace Existing grade line Proposed grade line - -------------- ---- -_--- ...��----- __--- ---- - �- Storage 'I Hall �I i Basement FJ LI EL. -10'-8" revisions 2 Site Section BB seal&signature `VED q9 >' 0321 5 OF N E� key plan B A A B client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 architects Shenton Architects LLP 195 Plymouth Street T.0. Roof Brooklyn EL. +23'-3" NY 11201 SO- IL 320 Livingston Street,2nd FI. Brooklyn Y I r- I NY 11217 i I Green Roof Bedroom 3 Bath 3 J I structural n rr en9eer Storage l 9 I - � Salman Associates i i Second Floor 32 Old Slip, 10th Floor - - 1 New York E L. +10'-0° NY 10005 .i !I --___ --' - -"—--- mep engineer_ Master,Bedroom Bath 1 Living/Dining Room Kitchen Sun boom 2LS Consulting Engineers 150 West 30th Street i Ground Floor New York NY 10001 EL. +0'-0" --- civil engineer Proposed grade line -- - — _-- -- - --- ------------ Existing grade line —-- Crawlspace DB Bennett __'- ---- 20 Inkberry Street ____ East Hampton Mech. Rm. Stor ge Family Rm. Bath Game Room --- NY 11937 surveyor Nathan Corwin Land Surveyor Basement 1586 Main Rd. EL. -10'-8" Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Site Sections AA & BB 1 Site Section AA status Permit project no. 1410 scale 1/8" = 1'-0" drawn by SA date 02.05.2016 page 15 of 28 drawing no. A-201 . 00 All dimensions to be checked on site.Do not scale. j\1 MT-1 Standing Seam Metal Roof T.O. Roof EL. +23'-3" % \ WD-2 Vertical 1x4 \ wood siding w,open j joints / \ WD-5 Exposed tongue revisions - \ & groove boards Aluminum framed GL-1 Aluminum frame M skylight system glazing system orag i Green Roof \ , Bedroom 3 ( Bath 3 - - )' - seal&signatur Second Floor Polycarbonate LF diffusion panels ! _ �U' n m --1 ih Iii N I �~1 L 0 I '9 3 21 5 B �' Engawa Mas r Bedroom Bath 1 i Library/Dining Room Kitchen ! F �n /awa 9 OP N �N I -- - O i CC-2 Concrete slab Sunroam i 5 on grade walkway ! _ ke tan i i 'i Y P - - — - -, - U-1-- J ------- - ---- Ground Floor r • , ��.. 11—�- ---- 1 I 1 Crawlspace co E-T0 I b I � Mechanical Storage Family Room Bath _ Game Room GL-1 Aluminum _ Roomiframed glazing client system Dana Ben Ari& Nikola Duravicevic - � 282 Washin ton Avenue 9 - -iii — ---- - -- - -- - - --- Brooklyn � --- -- -- - - ------ __ -- NY 11205 --- - -------- EL5 Basement _ architects Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO- IL 320 Livingston Street,2nd FI. Brooklyn NY 11217 structural engineer 5'-3" 1$'-6" i T-10 112" 5'-8" Silman Associates 20'-2" _ 5'-$" } _ 36'-9" 1 10'-6" 32 Old Slip, 10th Floor 110'-4 1/2" - New York _----_ NY 10005 mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport 1 Building Section 1 NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Building Section 1 status Permit Project no. 1410 scale 1/4" = 1'-0" drawn by SA date 02.05.2016 page 16 of 28 drawing no. A-202 . 00 MT-1 Standing Seam Metal Roof T.O. Roof U. - - EL. +23'-3" i WD-5 Exposed tongue WD-2 Vertical 1x4 & groove boards ` wood siding w.open - j' joints Aluminum framed % GL-1 Aluminum frame �. skylight system glazing system Green Roof Hall Bedroom 4 Bath 4Second Floor j - - -- _ TAI1_ car -- --- y bonat Ell diffusion pan Is Pol - 1 J --- LIE= [:]DCA 1 � Porchi I 1 Living Room ❑�L rary/Di ing 0 I Bath 2 Bedroom 2 _1 En auv on grade nwaltb walkway -FT Ground Floor(� [� LL Imo:.;—__.—_ Crawlspace �,. Crawlspace i Cra_w!s ac _ p e Storage ---- Hall I , I Basement EL. -10'-8„ 1 12'-8 1/2"—_. 23-7 112 5'-8" ---- ---- 20'-2" 5'-8" — -- --- — — 10T-21/2 —_ — —— ---- — T — 1 Building Section 2 All dimensions to be checked on site.Do not scale. T.O. Roof T.O. Roof t EL. +23'-3" EL. +23'-3" j \ revisions ih \ , MT-1 Standing Seam j 1 MT-1 Standing Seam Metal Roof Mech. Bedroom 4 Cl. Metal Roof Hall \ Ili / --------------------------1'---------------------------------------------------------------------- �I _ -N +, Second Flo or -- --- -- \ � Second Floor -- seal&signature ----------------------------- ----- EL. +10,-0„EL. +10-0 ----------- C RED'jB.O. Roof B.O. Roof EL. +8'-6" LEAc 8'-6" MT-2 Custom ! MT-2 Customs fabricated corrugated !' fabricated corrugated metal panelmeta j - panel r `h N� l J 032151 co ! 00y i? U' OF N E`N CC-2 Concrete sla Engawa Bedroom 1 Bedro m 2 Lnawa CC-2 Concrete slab Engawa Stair 1 Engawa key plan on rade walkway I on rade walkwa 9 Y � I / 1 g Y 1 � � I 11 ! Ground Floor l Ground Floor _ - - - r � , - i - _ _-- T2 2 ---------------- ----------------------------------------------------- EL. +U-10" ------ EL. +0'-0" LLL1 1 Crawlspace CrawlsP ace EL. -5'-3" Cl.E= ctient Cl. Hall Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue IJ _Basement Brooklyn EL. —10'-8"-_-- NY 11205 architects EL Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO-IL 320 Livingston Street,2nd FI. Brooklyn NY 11217 structural engineer 81/411 '� " " Silman Associates 5'-1 3/4" 1 10'-3" l 10'-3 1/4" i 5'-1 3/4" 5-1 3/4 1-1 , 3-6" 12-0 3/4 3'-6" 9-1'�_ 51-13/4" 32 Old Slip, 10th Floor 21'-21/2" 21'-21/2" New York — - _ _ v �_ NY 10005 mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport 2 Building Section 04 1 Building Section 03 NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Building Sections 3 & 4 status Permit project no. 1410 scale 1/4" = 1'-0" drawn by - SA date 02.05.2016 page 18 of 28 drawing no. A-204 . 00 All dimensions to be checked on site.Do not scale. + T . Roof fi T.O. Roof revisions CP i MT-1 Standing Seam Metal Roof MT-1 Standing Seam Metal Roof M i WD-2 Vertical 1x4 -- N i wood siding w.open joints seal&signature B.O. Roof \� B.O.EL. +8'-6" Roof N �5 b GL-1 Aluminum frame 1� glazing system w. 1 1 N attachments for hurricane protection fabric ��/ 60 GL-1 Aluminum frame9 �3 1 5 yOQ glazing system n Q V F N E\N CC-2 Concrete slab P Ch CC-2 Concrete slab En awa Master Bedroom En awa on grade walkway I g _ g l on grade walkway key plan Ground Floor ' Ground Floor EL. +0'-0" M Crawlspace T7. E Crawlspace -F-- - 7 EL. -5'-3" client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 architects Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO- IL 320 Livingston Street, 2nd FI. Brooklyn NY 11217 structural engineer 5- 21'-0" 1 5'-3" I 5,-3„ ,- „ Silman Associates - -- 21-0 _. _ _ 5 3 � 32 Old Slip, 10th Floor -� -- - -- - 31'-6" — I - - 31'-6" New York - T NY 10005 mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 2 Building Section 06 1 Building Section 05 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Building Sections 5 & 6 status Permit project no. 1410 scale 1/4" = 1'-0" drawn by SA date 02.05.2016 page 19 of 28 drawing no. A-205 . 00 All dimensions to be checked on site.Do not scale. T.O. Roof 1- 1- +{ T.O. Roof EL. +23'-3" — EL. +23'-3" `., revisions MT-1 Standing Seam MT-1 Standing Seam Metal Roof / Metal Roof / 64' Bathroom 3 f! �,, 1. •� \ M M 04 -- -- - -- - -- \ seal&signatu --------------------------------------------- -- ----------- —_ ........ L ---------------- --------- EL 8'-6" T�ocy% � I� Roof ��5 0 M f 1 r� l ih CID 1CV) S � 1 GL-1 Aluminum frame co1 � 321 GL-1 Aluminum frameglazing system 0 glazing system Q' N E �h 1Sr7t CC-2 Concrete slab Di W S n Room 'Engawa Fo e I Y Kitchen Engaw, CC-2 Cast in place key plan on grade walkway LI 1 Ground Floor �' concrete walkway 4 ) I_ EL. +0'-0" %� -� I Ground Floor - -- - --------------------------------------------------------------- ------- EL. 0,-0„ ------- I i � N �I I O O} f Game Room Bathroom Il Pantry f client Dana Ben Ari&Nikola Duravicevic f -- - - I ___---- 282 Washington Avenue Basement l I ! Basement Brooklyn EL. -10'-8" EL. 10 8 ._ ____._____.___.__._____ NY 11205 architects Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO-IL 320 Livingston Street, 2nd FI. Brooklyn NY 11217 21'-0" --- — 15, 3"..•........ - 7'-8"--------- 21'_0'•---- - 5#-30 - structural engineer Silman Associates - ---- �-6- l 33'-11" j 32 Old Slip, 10th Floor 17 T • New York NY 10005 mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport 2 Building Section 08 1 Building Section 07 NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Building Sections 7 & 8 status Permit project no. 1410 scale 1/4" = 1'-011 drawn by SA date 02.05.2016 page 20 of 28 drawing no. A-206 . 00 All dimensions to be checked on site.Do not scale. Stainless steel chimney T.O. Chimney shroud & cap EL. +26'-3" T.O. Roof EL. +23'-3" M cM r \ ........ .............. .................. ..... i MT-1 Standing Seam -- Metal Roof j \ Second Floor EL. +10--0" \ B.O Roof GL-1 Aluminum frame GL-1 Aluminum frame glazing system w. r glazing system w. attachments for J -- EL. +8'-6" hurricane protection 9 9 Y fabric hurricane nprotection fabric (1 \ MT-2 Custom Custom painted ? _ fabricated corrugated steel lattice wall i� metal panel structure ( j ao < - Cast in place concrete CC-2 Cast in place parapet wall concrete walkway i t Ground Floor EL. +0'-0" 0 Basement revisions EL 2 West Elevation j 5'-3" j 15'-10 1/4" j 10'-6" T 31'-6" � 36'-9" 5'-3" 1 1'-0., - 94'-6 3/4" seal&signat MpT Cy IPA 032 51 COQ OF key plan 1 1 T.O. O+Roo3„ 12 2 i 1 I client Dana Ben Ari &Nikola Duravicevic j I ! 282 Washington Avenue j ' I Brooklyn I I NY 11205 C? architects GL-1 Hurricane rated Shenton Architects LLP Aluminum framed 195 Plymouth Street windows Brooklyn I NY 11201 SO- IL 320 Livingston Street 2nd FI. 9 > MT-1 Standing Seam I Brooklyn Metal Roof I NY 11217 Second Floor co EL. +10'-0" structural engineer GL-1 Aluminum frame - - - --- -- B.O Roof Silman Associates glazing system w. GL-1 Aluminum Pram _ EL. +--81-611 New York g 9 Y '- �- 32 Old Slip, 10th Floor attachments for GL-1 Aluminum frame hurricane protection j WD-2 Verticallx4 � glazing system w. NY 10005 fabric wood siding w.open attachments for ( glazing system w. joints hurricane protectionhurricattachments for fabric �_- fabric protection M mep engineer MT-2 Custom / MT-2 Custom � 1 � 150 West 30th Stree21-S Consulting Engineers fabricated corrugated S ) fabricated corrugated (-0 _ J `° metal panel metal panel } (' bo New York 1 1 NY 10001 CC-2 Cast in place civil engineer concrete walkway �r B Bennett _ f Ground Floor 220 Innkberry Street EL. +0'-0" East Hampton NY 11937 surveyor ,...._.._,......_ ..............._.._....._......................_................_. ......... ..._........... and Surveyor - at an Orwin L 1586 Main Rd. Jamesport , , CID NY 11947 . ................................................................................................._................_....._.._........._.............,...,......................................................_.... .........,..... .................... 0 project title 3 East Marion House Rocky Point Road, East Marion, NY k Basement drawing title 0, 8, .__......_.........._.._.__._.........._._._...._..._....._..............._..__..........._....__.........._.._.........._._.._.._.._.........._._.._.._.................._.._..__._........_._.._.._.........._..... East & West Elevations 1 East Elevation status Permit project no. 1410 scale 1/4" = 1'-0" drawn b SA Y V-011 5'-3" � 36'-9" j 5'-1 3/4" I 21'-2 1/2" j 5'-1 3/4" � 26'-4 1/4" j � - 5'-3 j date -� 94'-6 3/4" 02.05.2016 page 21 of 28 drawing no. A-301 . 00 All dimensions to be checked on site.Do not scale. T.O. Roof --------- \ EL. +23'-3" M \ ih i MT-1 Standing Seam WD-2 Vertical 1x4 - \ Metal Roof \ wood siding w.open joints \ Second Floor \ Z EL. +10'-0" ` B.O Roof T - GLA Aluminum frame EL. +8'-6" glazing system w. ---- MT-2 Custom Custom painted GLA Aluminum frame attachment for fabricated corrugated steel lattice wall glazing system w. { hurricane protection (-,� metal panel attachment for hurricane fabric CO M r protection fabric w=' CC-3 Cast in place / 1 concrete parapet wallco d Ground Floor - - -- 4, EL. +0'-0„ ..._......_......................_......_....._.._.._........................................._.._._.......... I GLA Aluminum frame glazing system w. attachment for o hurricane protection - fabric i Basement revisions EL. -10'-8„ 2 South Elevation 26'-3" _ 5'-3" 1 10'-6" j 10'-6" _1 5'-3" 12'-3 3/4"j 29'-3 1/2" j 6-113/4 1 189'-3" seat&signat tiRED qR . M N �n 9j 032 FOP NE\41y key plan 1 2 T.O. Roof — - EL. +23'-3" 1 2 client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 iv architects Shenton Architects LLP WD-2 Vertical1x4 wood siding w.open 195 Plymouth Street joints Brooklyn ' 1 o yn NY 11201 ...................................................................:........................ .... .................................................... .......... ................ ......................................................... ........................................................................................................................................................ ; SO- IL 320 Livingston Street,2nd FI. Brooklyn NY 11217 - i MT-1 Standing Seam Second Floor Metal Roof r, EL. +10'-0" structural engineer B.O Roof Silman Associates +l - 32 Old Slip, 10th Floor EL. +8'-6" New York NY 10005 - _ Custom painted GL-1 Aluminum frame - GL-1 Aluminum frame steel lattice wall 'r> mep engineer glazing system w. glazing system w. `r' 21-S Consulting Engineers attachment for attachment for MT-2 Custom hurricane protection hurricane protection 150 West 30th Street fabricated corrugated fabric fabric New York metal panels NY 10001 civil engineer CC-2 Cast in place DB Bennett concrete walkway Ground Floor 20 Inkberry Street - - - — - - -- - EL. +0'-0" East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 co ........................... _.._._........._.._.. .._.........._..._.......-------._._......_._.............. ... . _.._.. ......_....._._...... ................_.................-......._............._.._._.._.... _.. project title _...... _ _..._._. .. . ...... :... .. East Marion House Rocky Point Road, East Marion, NY Basement drawing title EL. -10'-8" North & South Elevations 1 North Elevation status Permit project no. 1410 scale 114" = 1'-0" drawn by SA - l - j 5'-1 314- 1 21'-2 1/2" 1 5'-1 3/4 26'-3" 1 13'-1" j date. page 02.05.2016 22 of 28 89'-4 1/4" j drawing no. A-302 . 00 All dimensions to be checked on site.Do not scale. 31'-6" 3/4" 1 21'-2 1/2" 5'-1 3/4 MT-1 Standing Seam % Metal Roof Exterior louver vent / \\ WD-2 Vertical 1x4 wood siding/w-�pen /joints \ (V 1 \ in - o 1 M 3 Green Roof: North Elevation 31'-6" 1 6-113/4" j 21'-2 1/2" 5'-1 3/4" �- I revisions MT-4 Custom metal flue shroud o 1 i+) MT-1 Standing Seam l Metal Roof ' \ seal&signature Exterior louver vent i `f ❑ ❑ . ED A Asti WD-2 Vertical 1x4 wood siding w.open F joints T Z*4 � 03 0 2 \ I T y � OF NES key plan I � _ N T I (V 2 Green Roof: West Elevation client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 architects Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO- IL 320 Livingston Street, 2nd Fl. Brooklyn NY 11217 + 31'-6" 1 31'-6" structural engineer j Silman Associates 5'-1_3_/4" l 5'-4 1/4" 10'-6" 5'-4 1/4" 5'-1 3/4" 5'-13/4" 5'-4 1/4" 10'-6" 5'-4 1/4" 5'-1 3/4" I Ij � - -- - I I - 32 Old Slip, 10th Floor New York NY 10005 mep engineer - - � 2LS Consulting Engineers MT-1 Standing Seam �\ MT-1 Standing Seam ,% �� 150 West 30th Street Metal Roof i Metal Roof New York \ NY 10001 WD-2 Vertical 1x4 ti WD-2 Vertical 1x4 ' civil m en eet wood siding w.open ❑ E-1io wood siding w.open g joints joints io DB Bennett ' \ 20 Inkberry Street GL-1 Aluminum frame ' glazing system w. ' GL-1 Aluminum frame i East Hampton attachment for j glazing system w. \ NY 11937 hurricane protection - _ = attachment for _- --- - _- fabric �O 01`- °' hurricane protection fabric '01- 02 surveyor Stainless steel _ i Nathan Corwin Land Surveyor cable railing fixed =— Stainless steel _ 1586 Main Rd. N to glazing frame cable railing fixed iv Jamesport exteriorto glazing frame LO eNY 11947 xterior Project title I East Marion House �,� --- Rocky Point Road, East Marion, NY drawing title Partial Elevations 4 Green Roof: South Elevation 1 Green Roof: East Elevation status Permit Project no. 1410 scale 1/4" = 1'-0" drawn by SA date 02.05.2016 Page 23 of 28 drawing no. A-303 . 00 All dimensions to be checked on site.Do not scale. 6 5 4 3 2 1 0 \ co 7 \ \ ( 203 \ — Hall 6'-6 5/8" 22 co \8 Lr)14'-4" / % co _ 3'-0" 3'-0" 1 2'-7 5/8 1 2'-8 7/8" 5-0 1/4" 3'-0" 111 1/8"� / 15 riser DN o I i L6 5/8" / i•) 9 10 11 12 13 14 15 %i 3 Stair 1: Second Floor Plan B.O. Ridge B.O. Ridge -� \i EL. +21 -3 3�4 EL. +21'-3 3/4" .\ / i �? i;' \ \\ revisions 00 \ 1 15'-1 1/2" 3'-0" 1 4'-2 1/2" 4'-5" 3'-6" i X, GL-5 Low iron Zl \ I - J glass railing — \ ------------------- -\ - ------------------- -1 -1 seal&signatur 7 6 - - 5 4/ 2 1 RED A 330 4 07 15 risers UP ' �, C 8" i o � ro i N 8 0321 2nd Floor - -- F l0 2 O nd FI _ � �N Floor F NE \ << EL. +10'-0" - - \ co 9 key plan 16 risers ; , 8" DN iv I 10 11 \12 13 14 15 16 WB--1 5B" Gypsum -- - --- - - - - - board w. level finish - - r _ WD-9 Solid wood handrail 2 Stair 1: First Floor Plan M w.slam & poly finish \ ao I co ir — co client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue WD-9 Solid wood - - — Brooklyn stair tread & riser w. ___ stain & poly finish j i j r i, I i �, - NY 11205 I I II'i , \ Y7= architects ts Shenton A rchitects L LP WD-9 Solid wood stair 195 Plymouth Street &tread & riser w.stain Brooklyn i poly finish I NY 11201 1st Floor -� 1st Floor _ i 'I \— SO- IL EL. ±0-0 — EL. ±0'-0" - - -- - \ Street,320Livin Livingston r 9 et,2nd FI. Brooklyn NY 11217 `V iv structural engineer 1 14'-11" Silman Associates 1 3-0" 5'-1 1/2" 6'-91/2^ r 32 Old Slip, 10th Floor New York NY 10005 <3350_' mep engineer 2LS Consulting Engineers 150 West 30th Street 3 2 1 New York v NY 10001 i. . . � 16 risers , civil engineer UP - 8" o DB Bennett 20 Inkberry Street 00 _ East Hampton co I I NY 11937 --\ ---L-- ---___- -- - � surveyor co 001 COLO zo Nathan Corwin Land Surveyor H IF - all 1 586 Main Rd. o Jamesp ort NY 11947 Closet o0 N project title B East Basement Marion House B �' asemen t , Rock Point _ _ _ , , y Road, East Marion NY EL. -101-811 - EL. -10 drawing title 5 Stair 1: North Elevation Enlarged Plans & Sections 4 Stair 1: East Elevation Stair 1 (ST1) 1 Stair 1: Basement Plan status — nrnior—nn All dimensions to be checked on site.Oo not scale. 19'-9 5/8" I 6'-1 1/2" 1/41 3'-4" 1 6'-5" 3'-3 7/8" 43/41" 3'-0" B.O. Ridges /% B.O. Ridge .- �- \ -i-- - - -------------- - -� -1------------- ' %---------- ------- - EL. +21 3 3/4 \ EL. +21'-3 3/4" / �r - ------; i M \ I / ' revisions i ," � 1 3'-4" l 6'-5" 1'-2 1/2" 2'-0" I 1 1/2" M \ °? \ ` co j 0? \` DN o seal &signatur \ GL-5 Low iron glass Painted hardwood cap 331 -' M RED q 1 railing to low wall lRCy 1 ... ........................... ...... 4 5 6 7 8 9 10 11 12 13 14 15 I � r6fA I N o0= ..... ................................... _ OF Nzl ES C? M / 2nd Floor N __ 2nd Floor N key plan EL. +10'-0" EL. +10'-0" 2 Stair 2: Second Floor Plan I - / I l I I � I IT-13" � WB-1 5B" -1 Gypsum 1 board w. level 4 finish .. 7" 2'-8- 9'-4- I -- -- - - L 5 1/2" I client i �4 Dana Ben Ari& Nikola Duravicevic _ WD-9 Solid wood - 331 282 Washington Avenue c WD-9 Solid wood handrail w.stain &o — poly finish - NY 11205 poly finish ao ! handrail w.stain & bo Brooklyn N c' -- --- -- - - -- ---- ---- -- - --- - - -- -------_--- -- I archite is ! Shenton Architects LLP - 195 Plymouth Street _ Brooklyn DP �15 risers- 4 NY 11201 WD-9 Solid wood stair WD-9 Solid wood stair 8 tread & riser w.stain & tread & riser w.stain & SO- IL poly finish poly finish 320 Livingston Street,2nd Fl. Brooklyn 1 2 3 I NY 11217 i structural engneer � ,t, � � EL. ± „0—0EL. ±0—0 „ Silman Associates 1st Floor 1st Floor 32 Old Slip, 10th Floor New York NY 10005 4 Stair 1: North Elevation 3 Stair 1: West Elevation 1 Stair 2: First Floor Plan mep engineer 2LS Consulting Engineers 150 West 30th Street New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title Stair 2 (ST2) Enlarged Plans & Sections status Permit project no. 1410 scale 1/2" = 1'-011 drawn by SA date 02.05.2016 page 25 of 28 drawing no. A-331 . 00 All dimensions to be checked on site.Do not scale. MT-1 Standing seam MT-1 Standing seam metal roof metal roof T.G. Roof t t MB-1 Self-adheriing T.G. Roof MB-1 Self-adhering sheet membrane EL. +23'-3" sheet membraneEL. +23'-3" Plywood closure Plywood roof deck _ I 1" Plywood roof deck � E 6" Closed cells ra foam � - behind rafter- _ P Y in Closed cell spray foam insulation R-39 insulation R-39 II'" X WD-7 4x12 Rafter, refer to _ __ WD-7 4x12 Rafter, refer to B.O. Ridge ;, structural drawings B.O. Ridge fi structural drawings EL. +21'-3 3/4" li, WD-5 Tongue & groove EL. +21'-3 3/4" WD-5 Tongue & groove ceiling boards i ceiling boards l� I WD-2 1x4 Vertical wood x siding,open joint 4 Pressure treated 2x4 horizontal batten w.beveled M top edge,16" vertical centers- - MB-4 Liquid applied membrane weather barrier i 3/4" Plywood sheathing I - WD-2 1x4 Vertical wood `. i' .,',II � siding,open joint 2x10 Stud framing I Pressure treated 2x4 1 horizontal batten w. beveled Battinsulation R-19 top edge,16" vertical centers 2" Closed cell spray foam ! insulation R-13 r MB-4 Liquid applied membrane weather barrier WB-1 5,8" Gypsum board !" W.level finish Ia= I' Al 3/4" Plywood sheathing lil ` p 4 _-2x10 Stud framing 2" Closed cell spray foam insulation R-13 MT-1 Standing seam metal roof Batt insulation R-19 xf WB-1 5B" Gypsum board MB-1 Self-adhering sheet membrane �y _I YP r w.level 5 finish 1" Plywood roof deck 6" Closed cell spray foam _ insulation R-39 2x Rafter block s� WD-5 Tongue & groove 9 Wood block at stud location ...r. , �: ,, J ceilingboards Sheathing meet underside / g W" dia.bolt in oversized of decking %/ bore hole w. late washer& L, / P ,J WD-6 S4 Tongue & / ! double nut in counter bore at g 4ff groove roof deck boards top of rafter,fill bore w.epoxy flush w.top of rafter T.O. Wall T.O. Wall T.G. Wall 4. WD-7 4x12 rafter,refer to ,� �; _�" Solid hardwood 4x block EL. S r' s " t t „ structural drawings VIII „ t + - I — WB-1 5,8" Gypsum board jI _ w. level finish I' V 12 Batt insulation R-19 2" Closed cell spray foam insulation R-13 I'i �l i / / ilk 2x10 Stud framing 1-joist,refer to structural MB-3 Self-adhering sheet drawings °' " Ii= �y membrane Second Floor Continous steel angle /i �; Continous steel angle revisions I EL. +10-0 HSS Beam,refer to " `f i Wood claddingto match L �/ / I - _= t WD-8 Glulam beam w. / ;, 4'-0" Pressure treated 2x4 structural drawings `y'I C exposed lulam face - % / !'- v 9 I' P 9 ibr- 1 steel Z reinforcement,refer to / 344","Plywood sheathing s horizontal batten,16" vertical centers,eve other i !'° structural drawings / ! = section staggered 8" MT-9 Metal flashing I ;- vertically,sections overlap it = i MT-9 Metal flashing / ,' Steel angle supportfor I _ gg. Steel angle suport for I; i / aluminum hurricane aluminum hurricane -,' B.G GlUlam - screen track - B.G. Glulam la g suport for aluminum hurricane screen screen track \ W horizontally +, _ t. _ B.G. Glulam �1 i WD-8 Glulam beam w.steel EL. +8—6 EL. +8'-6" track EL. +8'-6" + ( MT-9 Metal flashing / Z reinforcement,refer to Aluminum track for structural drawings o hurricane protection o Aluminum track for Aluminum track for C0 r� hurricane protection fabric hurricane protection fabric fabric Aluminum frame ' MT-9 Metal roof flashing seal&signature glazing system BRED A9 GL-1 WB-1 5,8" Gypsum board ceiling C? TO C)I m Steel column, refer to r st uctural drawings N 9 9 0 3 7 Aluminum frame glazing � 215 Q Aluminum frame glazing I 9 9 system g g system pF N��y I GL-1 j GL-1 key plan io io io 2 ao co III I I I III I, I I li I WD-9 Wood floor I I Warmboard-S plywood 1 fl rw radiant ' I sub oo tubin or I9 I � approved equal Steel column refer to r rldrawings st uctu a I Ili IMT-8 Recessed aluminum —I 3 - -. MT-8 Recessed bar grille MT-8 Recessed aluminum g N 6x6 welded wire mesh aluminum bar grille 6x6 welded wire mesh LO N bar grille client CC-2 Concrete slab on CC-1 Concrete floor _ grade walkway _—__ Dana Ben Ari&Nikola Duravicevic CC 2 Concrete walkway CC 2 Concrete slab on CC-1 Concrete floor w. Concrete substrate slab grade walkway Stainless steel anchor radiant tubing 282 Washington Avenue Stainless steel anchor Brooklyn 344" PI ood subfloor Stainless steel anchor— embedded for hurricane Concrete substrate slab y embedded for hurricane embedded for hurricane protection fabric NY 11205 protection fabric -- P ;' - 344" Plywood sheathing . i I protection fabric t ` - -- -- - -- -- -- - - -- -- 1- r _= - - T ---- -� l architects First Floor First FloorFirst Floor E L. +0'-0., a r D L. +0'-011 — - E L. +0-0 E - tl - Shenton Architects LLP - - ' .X' -' l'IY --i- r r D D r r, r r D r -- -- _- _ . • '. r• r r - __- __ _ Plymouth Street I , f r J I I - 195 �I -i� _= _ = „ -„ �r Brooklyn _ , h - -r h — _q' , - - - d - o _ L u - - - - - ':� - D 9 NY 11201 � I � y � Sound attenuatin batt insulation I I L-- r � I I � � '- °y I T r° _ r - � eeps for glazing, I �_ jl Wee for-go] i o J' ' s tem, min. e' i in SO-IL ° Ys �P (9 9 -Weep for glazing 320 Livingston Street,2nd FI. syssTem mm _er azl _ - j b mac qua►► j " y' _p - ° 9 ay�spacetl equally = - D stem,'ml .5�a In n_' uQ ba equ II t_- \ draw Joist,refer to structural Brooklyn ��_; — _. - 3" Closed cell - J _ receiv c cretE fa = r NY 11217 Shed stone - - l _ Y ,- _. l ',, a © spray foam ° a'— n- '_ insulation R-19.5 = st e d ins latiior` 1-joist,refer to D r fe tru ral drawin s o _` structural drawings _ - � - LL D F structural engineer 5 Li id a lie _ , Batt insulation - _ p i G L ush s onp-- y r �ntinuouai Perim t o e rade-wat rproofi D J 3" Closed cell spray R_19 �; k r, =tip Salman Associates _ --F�on�h 'drain) re e l 32 Old Slip, 10th Floor foam insulation R-19.5 _I_o �_ ' - l'' " ��p r WB-1 Suspended 5�8" sum New York lata . ; - -'` '^ I P 9YP G p _ board ceiling NY 10005 _LLI=LL • - - qul �'� t1 IUi--_l.J �Y^i`_�`, . r�i - ®• n o r - �_ Batt insulation R-19 \r D �_ , ° - q _ _° r -+ ,i`,° `_' 3" Closed cell spray foam Cast in place reinforced " em r ne r ofing- r ,'- �" - D` - ` � � �,_�� I � - • D --; c . insulation R-19.5 concrete foundation wall Cl) �, � _ _ - as i, lae D I me engineer ° •° • 2LS Consulting Engineers �" � � ° 2x4 stud framing P 9 o rotall , �, D . D WB-1 5�8" gypsum board _ 9 9 LL iL 1_L__1150 West 30th Street piL_ �'I o�J o New York Rat slab,refer to Rat slab,refer to �, -� ` D o D D Ick, NY 10001 structural drawings structural drawings r 50 Crawl Space .-` G Crawl Space D D • _ .�_ °e civil engineer 1, ) 4 r _ 2" Rigid insulation R-10 EL. —5'-3" undati iIT n - - - - - -5'-3" — ° a p D r" -. - - -, r ---- EL. _ _ _ - ! =I o p °r D G ,�o_I- _ _ _ ° o datio dram DB Bennett °' I,- i �,- I - I' I- • - e - MB 5 Liquid applied 20 Inkberry Street �1Gf.�l; 00 _'L.0 ( . �� 'l C' ?, _- nom, -�`:,r East Hampton C V G D membrane waterproofing q - - _ :,- - -- - - J NY 11937 ncrete1 ti; r t =� M of-we ° D a ° l LL D D D p 1 e se b r a = ° `�ul_ ; Cast in place reinforced t uluraf d a tr _ concrete foundation wall o •y• ` • ` • � �=i D r. surveyor Ji Nathan Corwin Land Surveyor sh sto _ 1586 Main Rd. B.G. Footing D D L D D Basement fi Fo ic�n WD-10 Flush baseboard B.O. Footing °= ° ° s u r;ed-Stn ° ° D D EL. -6'-11,. } ,� James ort EL. —6—11 EL. —10—8 -,,_ D - CC-1 2" concrete floor w. P �e m r ne g r 'f•�f d�awi -� of M ,^^ ',', _ ,� ,� °IT radiant tubing NY 11947 i ,,_ r._ - I I I i , - - t ostructural drawinncrete slab on gs de, refer 7 adh j - - may, - -- `_J 2" Rigid insulation R-10 project title I � water r0 1 I I ,'�,5�j� e D e G �1,��-J�� ,^;=:- - Mb--b.Ht e dLam L " °d - - s Iltio__s eet a ri `j�j� ��1,�` l� `J -, ,�_o, ,'' M13-8 Hot welded seam East Marion House tl e i D D . asphaltic sheet vapor barrier Rocky Point Road, East Marion, NY - 6" Crushed stone IL IT9 r D p D D D G B.G. Footing t JTF °° ° �' pO -- Concrete footing drawing title Refer to structural drawings MB-8 Self-adhering sheet Exterior Wall Sections 1, 2 & 3 j waterproofing (Typical) I LL I _ LL I � -- I -- — status Permit Project no. 1410 iIT- 3 Wall Section 2 Wall Section 1 Wall Section Nil 10 scale 3/4" = 1'-0" drawn by SA date 02.05.2016 page 26 of 28 drawing no. A-601 . 00 All dimensions to be checked on site.Do not scale. MT-1 Standing seam metal roof T.O. Roof MB-1 Self-adhering EL. +23'-3" sheet membrane 1" Plywood roof deck 1 I 6" Closed cell spray foam - } insulation R-39 WD-7 4x12 Rafter,refer to 1 B.O. Ridge_ structural drawings EL. +21'-3 3/4" WD-5 Tongue & groove ceiling boards I� ' ,I. WD-2 1x4 Vertical wood siding,open joint Pressure treated 2x4 III horizontal batten w.beveled top edge,16" vertical centers j'll MB-4 Liquid applied membrane weather barrier 3/4" Plywood sheathing I 2x8 Stud framing \\ 2" Closed cell spray it foam insulation R-13 II � Batt insulation R-19 ?4Vr MT-1 Standing seam metal roof MT-1 Standing seam metal roof WB-1 5B" Gypsum board 'Y1 MB-1 Self-adhering sheet membrane \ MB-1 Self-adhering sheet membrane 1^.,..':•<.• ., 1" P y: eod roof d.,.,k • 1" Plywood roof deck .:..• 6" Closed cellspray foam 'Q .. °•^,x`�: \ insulation R-39 I `� n.�^ `• \ 6" Closed cell spray foam insulation R-39 Wood block at stud location \ ! \ Wood block at stud location •`• �' 12" dia.bolt in oversized bore hole w. `X, `•F \ \ Y• ° plate washer& double nut in counter __ \\ sunk bore at top of rafter,fill bore w. VL" dia. bolt in oversized bore \ I' \ d hole w.plate washer& double\ epoxy flush w.top of rafter nut in countersunk bore at top i \ I'll` , . WD-6 5/4 Tongue & II \ epoxy Solid hardwood 4x \ \ groove roof deck boards I' ,u; w.top of�rafte a w. e o flush shim T.O. Wall __) WD-7 4x12 rafter, refer to I, \`° I WD-6 5/4 Tongue & EL. +12'-3" y� I \\;\ structural drawings II ` _4 T.O. Wall -� groove roof deck boards \ MB-3 Self-adhering sheet EL. +12'-3" 1 \\� \ ^I \ .WD-7 4x12 rafter, refer to membrane structural drawings -ss beam MB-3 Self-adhering sheet reinforcement,refer to membrane \ structural drawings 12 II' Solid,hardwood 4x \;\ y,-J I t shim \ WD-11x4\Vertical \\\ wood siding;closed 12\ \ 1 I�! oint C") —WD-1 1x4 Vertical `. 4'-0" Pressure treated 2x4 horizontal \\� II' " #o nod siding,closed \ `\ 11 \ revisions � batten,16" vertical centers,every other \\ 4'-0" Pressure treated\2x4 horizontal T section staggered 8" vertically,sections WD-8 Glulam beam w. �I 'I'I I overlap 8" horizontally \ steel Z reinforcement,refer to III i' batten,16" vertical centers,every other \� s 1 \ \\\ section staggered 8" vertically,sections \ v'il structural drawings- overlap 8" horizontally \ \\ WD-8 Glulam beam w.steelZ\ \�\ �'I -11Y, reinforcement,refer to structural drawings \�\.• __WD-8 Glulam beam W. \\\ 13.0 Glulam - Steel angle support for aluminum hurricane screen track I''` Nsteel Z reinforcement,refer to EL. +8'-6" \ \ B.O. Glulam - fl B.O. Glulam ; ill' structural drawings \\ Steel angle support for aluminum EL. +8'-6" Soffit vent \ hurricane screen track I"I- EL. +8'-6" -- -- Soffit vent I , I � MT-9 Metal roof flashing � II.� 'Iii MT-9 Metal roof flashing Aluminum track for hurricane protection fabric MT-2 Custom corrugated <" metal panel seal&signature r Aluminum frame RED q glazing system _ MB-3 Self-adhering GL-1 �I'i - i sheet membrane M RC rr ti� 3/4" Plywood sheathing OCIA � I 2" Closed cell spray r m foam insulation R-13 Batt insulation R-19 N 2x10 Stud framing T 03 Q� '9 II-. 21 - 1 coo O I I'r :Y F NE`Ny I' key plan ,I �o io , ao _ co 00 P° I - ofi Continuous perimeter French drain,refer to C-001 N I 6x6 welded wire mesh N -, II I Steel I column, refer to I ' CC-2 Concrete slab on - -i structural drawings s 9 - radwalkway `.� 9 e MT- I2 Custom fabricated— Steel �_ metal panel 6 CC-1 Concrete P _ MT-8 Recessed aluminum - floor w.radiant _ _ i '':I Continuous perimeter French - bar grille 6x6 welded mire weshI"¢- _ WB-1 5,8" Gypsum board WB-1 drain,refer to C-001 tubing Id_ - YP Gypsum ' Stainless steel anchor I;:- _ _ CC-2 Concrete slab on -WD-1 FI board - Concrete i 1,1 0 Flush base I embedded for hurricane rade walkwa - - client substrate slab --- g Y I'I ` I 6"x6" welded wire mesh protection fabric --WD-9 Wood floor WD-9 _ Wood floor Dana Ben Ari&Nikola Duravicevic 314" Plywood I Weeps for glazing system, Warmboard-S plywood I 282 Washington Avenue subfloor j I pyw �- i CC-2 Concrete slab on - -- 9 min 5 per glazing bay, III_ ! subfloor w, radiant tubing or WD-10 1= - I grade walkway Brooklyn s aced e uall Flush base First Floor - _� p q Y I approved equal :! i,I I NY 11205 lY'I _ E ,- „ -� - Flrst Floor -- — I_ _ L. +0'-0 + EL. +0'-0" -~ soffit vent_ } First Floor -1 Soffit vent - _ — -- -- EL. +0'-0'�-T - - architects _ _ -- Y - r - r o Shenton Architects LLP O r., 195 Plymouth Street J ` " r• f� ° r' _ r - �-- - - - - - - _-- n M _— - - Brooklyn n Q NY 11201 h �_'-_ J ti Ot]S 2" S elft - lconctete-+ivalkwia _ _ \, - ,_ --' - receiv` c cue e w 1 a -O D n 0 \ SO-IL _ _ - _ , -r �, r ruse to C ti _ - - _+ u 2 - 32 el _ -_ _ ___,�, 0 Livingston Street, 2nd FI. _ - Brooklyn � � ! I I,� -,_' ,-; > ush - t n . 3 Closed cell spray foam > " _ ��-x_- eLve o r e n ° ;� �,-r�-_' _;_, ,_ _ n 1-joist,refer to r ` r, �-,_r,l= I � r ° � r_rl\;-,I,_\_r_�� ";�,-r_;' I � [ , � -:_I','� r. ,. insulation R-19.5 ,1\ __ I _ - �- Y structural drawings ° -v' J i `_ 4v " Rig d-an ulatio Batt insulation R-19 NY 11217 _ ° ° - � rl- �--�-=r_ J° ° ° Ikwaly T - - r n i Batt insulation R 19 i n i• ° ° -r' US e__S ne ` - ` 1 ` r M_- L�gui ap lied _ 3" Closed cells spray D ^\ p n ° ° r D f bane vTatetproo i g __ \ a u 1-joist, refer to structural n - - li s Pati structural engineer P Y en}bFan atekproo#in 1 J, -� sr� _ r _ drawings _r _, '-�" ` , Silman Associates 32 Old Slip 10th Floor foam insulation j R-19.5 6 _'I r JLl - a J y I I do d_ O,`, �D D - � ,-. r'(( o r,r_, Cast in place reinforced oo I r, = o• �._ I New York - '1,J�_r�._.='V 1�i� ' � I_ o o � � _� a axle- "dt r r�Of n ° - n 'ret da ion�ry IIS -' � °° . �' (, �• l 1-;_,. �1 �. � > 'v r. r ° ,�=,�'' a r. concrete foundation wall n a - � r, f a ©° r —IT '° o i ' n D D tJ C` �r1Cre�2 fOUnLfat�O NLaI -Ir? u o° ° ° D ° G° G,r\ b, in Il t ons 1'g'PmYf o mep engineer 0 ° , � _ -- - 2LS Consulting Engineers _LLB tfin u a i 1 150 West 30th Street _ New York NY 10001 _ iL D rJ 'cIL s tur i s ^ , a sructu al drawings s D ° D ° �h = o; R slab fe t " refer r - L IT g Rasa , refro Crawlspace ,° °� ° I � :E > EL. � _ Crawl Space , civil engineer -5'-3" Crawl Space +, n ° n ° r o, ��f I g '.�-'r { �� ,�r ��-`\Lh k-: �_ n a �,- - 7 -F6U datl7 EL. -5-3 US' f" D - -- ° > f_.<�I _ nun i n raI EL. -5-3 r F" IT c _ > - __ _ _ > ° a �a h - �J r h JI�- T�7110 - DB Bennett '- „r - D > 20 Inkberry Street CID 00 i_ a_.I'7� V r� > ° R > > � > - ; -�o East Hampton o > °"° 6" Crushed stone - - �- - NY 11937 ° > ° > � H � ° ° ° M of welded seam o a O ° D > D D D C ° � n n e a D - , , ° D B-8 H iL °� Q ° D °D D ° ° a ° `©A NathansurveyCorwinLand Surveyor B.O. FOoting� B.O. Footing asphaltic sheet vapor barrier .- a D a a DIL EL. -6-11 - - Concrete footing,refer to B.O. Footing d, Y I EL. -6-11 structural drawings - -, 1586 Main Rd. I r2t oa i refe oT: g EL. -6-11 s rel firawi�lg I Jamesport MB-7 Adhered sheet ', NY 11947 Ue - e iLT membrane waterproofing C ncr o shy � wat f ni I stfu ttfra� rIL � ' S_ HUIUL IT H M Ho elded: e e_U_ water oofr project title a's haltid vpor Barr e �MtEast Marion House C s r U t e I' stle dt v e rlie11 Rocky Point Road East Marion NY I ! _ _LLe ton All dimensions to be checked on site.Do not scale. / MT-1 Standing T.O. Roof / seam metal roof sheet membrane 1" Plywood roof deck FK 6" Closed cell spray foam insulation R-39 B.O. Ridge / WD-7 4x12 Rafter, refer to structural drawings WD-5 Tongue & groove ceiling boards WD-2 1x4 Vertical wood siding,open joint Pressure treated 2x4 horizontal batten w. beveled top edge,16" vertical centers T.O. Wall MB-4 Liquid applied BL. +-13'-5- Z membrane weather barrier 3/4" Plywood sheathing 2" Closed cell spray foam insulation R-13 Batt insulation R-19 T.O. Wall EL. +12'-3 2x10 Stud framing MT-1 Standing seam WB-1 5,3" Gypsum board metal roof M -1 Self-adhering sheet membrane 1 Plywood roof deck 6" Closed cell spray foam WDI U4 Vertical wood siding, insulation R-39 d joint opene WD-7 4x12 rafter, refer to structural drawings 4'-0" Pressure treated 2x4 horizontal revisions batten,16" vertical centers,every other section staggered 8" vertically,sections Dropped ceiling overlap 8" horizontally 2x8" supports, refer to structural drawings HSS beam,refer to structural drawings B.O. Glulam 41 EL. +8'-6" B-0. Glulam Steel angle support for aluminum MT-9 Metal roof flashing EL. +8-6 hurricane screen track MT-2 Custom corrugated Steel angle support for aluminum metal panel hurricane screen track MB-3 Self-adhering sheet membrane 3/4" Plywood sheathing Aluminum track for C� hurricane protection fabric seat&iiignature Zo 2" Closed cellspray foam insulation R-13 Aluminum frame ?�E D glazing system Batt insulation R-19 GL-1 . _- Stud framing � 03 key plan A J7J Steel column, refer to L aluminum bar grille CC-1 Concrete floor w. radiant CCm-2 Cast in place structural drawings MT-8 Recessed tubing 1" Plywood sheathing concrete walkway Concrete MB-5 Liquid applied � refer to structuralI Concrete ' ! substrate- ~~~ � � | Umembrane waterproofing drawings' , slubstr ate slabclient | | 3/4" Plywood | Dana Ben Ari&NikolaDunavcevic | .. ,, . ^� ^ ^ ~" �, CC-1 Concrete � � | %D2Washington Avenue First Floor � refer - struct----drawings | � | Brooklyn +01_011EL. NY B~^^ ..,.,=�,, "_= � protection fabric Soffit vent __ _ _ architects +=| ~._" Metal roof flashing Shenton Architects LLP 105Plymouth Street , " ^ Brooklyn | | NY11201 . SO- |L � Wa Z! [Incre 32OLivingston Street, 2nd Fl. | Brooklyn Continoun perimeter � NY 11217 French dn�n.m�rk: ')D'i C Plywood stiffeners u-om ' structural engineer � CustomSi|monA000ciob»o fabricat| panel cladding 32Old Slip, 10thFloor | 1-joist,�� ~'~ ~ structuralNaw York | drawings Aluminum frame NY 10005| ,,� . "." =, °, */p"u,/board ceiling glazing system | uoxo blocking btwn steeland GL-1 mepeng/neer � _.._, adjacent joist bays °,^ � 2LSConsulting Engineers / O.C."�/� m structural Reinforced concrete oono T '� -��L | retaining wall15O�nt30th3t�et VV 14»43 w.VVT8 at 3'0.C, Grade beam,refer New York referto structuraldrawings ------ ' �� ---- --- -�-- --- NY 10001 'J'-t Continuous steel shelf angle w. stiffener,refer to nal civil engineer ' | drawingsMB-5 Liquid applied -' OB8anneft membrane waterproofing | 2O |nkbenyStreet Cast in place concrete | CC-1 2concrete floorw.H_Rradiant tubinEast Hampton foundation wall | ` NY 11937 Concrete slab on grade, refer drainage membrane waterproofing WDI Wood decking to structural drawings Basement surveyor ��. _1��, r Basement CC-1 2" concrete floor w. MB-5 Liquid applied Nathan Corwin Land Surveyor radiant tubingc�. -/u-o 158GyNoinRd. refer7L Concrete slab on grade, Jameopod to structural drawNY 11947 IE 2^ Rigid insulation R-10JIM ID J K8B-8 Hot��|ded seam project title asphaltic sheet ohoetvapor barrier 6" Crushed stone East Marion House Rocky Point Rond' East Marion, NY' B.O. F(]OtiO ' ffL _1�� --� -TT- Concrete footing B �� [@�B �2�OM | ' ' Refer structural B.O. -l� l� �L -l��-ll' - drawing title __T TT_ MB-8 Self-adhering sheet H iL waterproofing L—L 11 Exterior Wall Sections 7 & 8 _�_ H _L� _,I_1T_ �_L _LL _LL _1 (Typical) ]i 11 E H-E-H 8 Wall Section ---- 7 WallS9OtiOO ��u�«� ��M0it PrcVectno� 1^�1� ' E ' ' ' � ' / ' / / � � / / / / � r--1 | � r--� | | �--� | | ��-1 | | �--1 | | �-�1 | ] �---� ( � �--� | � �- scale a 3/4n 11_01. drawn by SA date - 02.05.2016Page 28Of28 , S26 Al .9 , p � CO `�' l ° (f) IS" PARCEL , /j �� Ss _DRAINA �F NOT S• �0e j/ o THE EXISTENCE AND LOCATION OF AERIAL,SURFACE OR SUBSURFACE UTILITIES INDICATED ON THE / PLAN ARE NOT GUARANTEED.THE CONTRACTOR SHALL HAVE A UTILITY MARKOUT PERFORMED PRIOR / TO STARTING ANY WORK. THE CONTRACTOR,C R SHALL BE RESP 1 / � � ONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES,AND SHALL EXERCISE CAUTION WHILE WORKING NEAR UTILITIES.EXCAVATION IN 111 l I �Fi C \ / /Q / 00 THE VICINITY OF EXISTING STRUCTURES AND UTILITIES SHALL BE DUG BY HAND.THE CONTRACTOR WILL 00COORDINATE WITH UTILITITY COMPANIES REGARDING SHORING,BRACING AND MODIFICATION OF THEIR O �� _ <--- UTILITIES AND APPURTENANCES AS REQUIRED TO PROGRESS THE WORK.THE COST OF UTILITY / ® IDENTIFICATION,COORDINATION,PERMITTING AND PROTECTION WILL BE INCLUDED IN THE PRICE OF / O O \` �� 9 11 048 O THE BID. 77- / \ /' \(� (� 1� e r J T 2 /' DRAINAGE SYSTEM DESIGNED TO STORE RUNOFF PRODUCED FROM 2"RAINFALL. / " LO RUNOFF COEFFICIENTS: O�Q�(uQ In ROOF:1.0 Q /- 14,1O / Rl v f WALKS/PATIO:0.9 O�j rE�l 50 \��.� / LAWN:0.15 O O Ng P�. DURING THE COURSE OF DRAINAGE CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES RAM �� w / ' \ �� 1 I \ E PUMP 7 �O� WILL BE REQUIRED.SEE EROSION AND SEDIMENT CONTROL PLAN FOR SEPCIFICATION. r" O 7 j // / / % \ ��ft�1 Y PSL - ND DRAINAGE LEACHING POOLS SHALL BE MIN.10 FT FROM ALL UTILITIES AND 20 FEET FROM SANITARY ��o - co / / / %/' / I I ` / EI FO P IC VON. r/ SYSTEMS. <j :v ^ Z CG �O A:,- "V O / % /�� f I \ ({p / \ GJ�/ / DRY WELLS SHALL BE MIN.10 FT FROM WATER SERVICE. v � �� / / O� 1 j , \ I \s ' 51 \�� L Orr+ a DRY WELL SHALL BE MIN.20 FT FROM SEPTIC SYSTEMS O=� ® I / /•� \�_--�` \,\ \ ' m 90, 0' v ` 1 ALL PORTIONS OF ASPHALT TO BE REMOVED SHALL BE SAWCUT. _ \ \ \ \ THE CONTRACTOR IS REFERRED TO CONTRACT SPECIFICATIONS PERTAINING TO EXCAVATION. B6 47 i DRAINAGE CALCULATIONS 0 / / /r \ \\, \ \ \ \ — \\ / WATERSHED 1-MAIN HOUSE ROOF 6,355SF ROOF X 2/12 X 1.0 = 1,060 cu.ft. 1,060/68.42=15.5 VF 1OFT DIA.DW REQUIRED 1 \ \ \ 00 (0, ' USE(3)1OFT DIA.X 6 FT DEEP LEACHING POOLS(1,231 CU.FT. �� M \ \ \ \ 5 PROVIDED) \ O T 6 \ WATERSHED 2-GARAGE ROOF 864SF ROOF X 2/12 X 1.0 = 144 Cut. \ T \ 144/42.24=3.4 VF 8FT DIA.DW REQUIRED O Q \ \ \ \ E R :;'H DRA \ \ \ L USE(1)8FT DIA.X 4 FT DEEP LEACHING POOLS(169 CU.FT.PROVIDED) \ ` PROPOSE \ \. \ DETAIL I \ HAY BALES \ \ \\ \ \ \ \ W \ \ \ ry DRY WELL SCHEDULE NO. SIZE(DIAXHT) D IVNC DRAIN DW1-DW3 8'X 8' I \ DW4 8 X 4 ROOF(WATERSHED 1) \ \ \ \ \ \ \ ROOF(WATERSHED 2) \ \ PR INC $- \ ECFV.-+53: \ U) E DRIVEWAY TRENCH ' C M O EXISIN DETAIL PROPOSED----____ ROPOSED SILT GRADEM. FIANCE /—GRANITE CAMPBELL �o MIN \ \\ \ FINISHED GRADE / NO.21046 OR EQUAL I Q I 1 -X DEE ' 1,500 NI�ARYSYSTEM \ LO <v D YWEGAL. T (2)8'0 X a'L s \\ I RIM O �� o/ J \ / -� / OPOSE CON(sRE rI Q W OUT A A I `� CONCRETE:400 PSI (MIN.) / I r `� o WRAP WITH oz. MIN. NONWOVEN \\ L O GEOTEXTILW(FILTER FABRIC) \ = REINFORCEMENT: - �� SED O \ LO r 3-1 ASTMA615GRADE60 LNLET b \ ST CKPILE AREA UNDERG OU D ti Q \ o INVERT w C) r�� \�0 go / PROPAN TA K ��x�y \ m Z o x 7J O v \ q V QOM,]'c� \ \ I Z r 1"x5-314" oa OHO�f/4i \ \ G OPENING C 1j 9 0 o ASE ELEVATION oQ Xl L oo L o revi \ I ® d � .' — PROPOSED POT E \ i N to j (TYPICAL) ELL \ \ e y —FENCE TYPICAL ' F %- \ <--Cl 7 1 ' 1� a �@ 210 g.3 �n COURSE GRAVEL -.. ply3-A'S- 1 C7 SEE DRY WELL SCHEDULE 5 I t c SECTION DRY WELL DETAIL 0 "7/OIF NOT TO SCALE V d,G ANIS Is seal 'T' GEOPGE SIE DAMS j \\ & A N GE — A ACE GARAGE \ .� 1_ J � E. ram �O _ oo_ t t (I®fie' T CC P�RC�L \\� l �� \ N/O/F q T�PA�J7 rn \ \ \ PROPOSED SILT \ �AA 1� \ \\ �_; r \`\ \ FENCE \\ LTO - AMPA J , 1t key AS 4CIA T RAIXAS, \ `\ \ .Q ONS ANTI PI ' ULA S z �� ANO 5 6 \ �` m IR J NE —`\ \ \\ \\ \ N.RING OF T O H 2-1/2"0 O CRUSHED STONE � J \ \ \ SHEb .., I�C. BLUI h PLAN E'E C C \ ` \\1O'X30' 3 SHED \ ` TURNAROUND I \ S ED PIPE N F s�y`�aT�� 1/O�A TOS A T LLO a SOUTH EASEMENT NORTH a clien 2 FT CLEAR 10' PAVEMENT WDana IDTH 2 FT CLEAR 282 a CENTER OF DRIVE Brooi \\ I NY 1 SEE DETAIL'A' THEORETICAL GRADE arch ... ma Brook_ vo rr„roo, •fie ru roor Shen1 N/0 YS IS IA DIS Brook I O LA 1� F 195 F C E R YS I A I ® 1" DEPTH of 3/4" BLUESTONE ON OIL NY 1' _ N 6 ` // J \\ \ \\ KA 'I CH 4" TOPSOIL AND SS" COMPACTED RCA BASE COURSE 4e TOPSOIL AND S® SO-I n \ 1 ld STABILIZED SOIL BASE 320 L s % Brook NY 11 Z / \ CD DETAIL 'A' O strut CD TWO COATS OF OIL & BLUESTONE FINISH Silma �T O N C� CUT & FILL ESTIMATES FOR DRIVEWAY 32 OI( / / CUT: 450 CU. YDS. NIA A Q0 (RCA) FILL: 50 CU.YDS New) T� , T 6" RECYCLED CONCRRETE AGGREGATE RCA J O Il 1,0 ® AB A"6(STANDARD,PROC OR z USED FOR FILLNET: ANY EXCESS AROUND MATERIAL HOUSE. BE NY 1C \\ mep /r / \\ \ \ \� \ O� I C A ® S \ � Q° 5� TYPICAL COMMON DRIVE SECTION 150\A / 5 (NOT TO SCALE) Newl M \ � 5Oe0 - ZZZ 7 NY10 O -48 Civil I 6� j DIRT \ \ \ PROPOSED CONSTRUCTIO I I E SPECIFICATION CLAUSE DB BE / A j R0 ENTRANCE �E 3 Raill / /D s.zs"[lsomm] S100K POWERDRAIN -LOAD East F EE NOTE 4 DESIGN PER CLASS B NY 11 THE SURFACE DRAINAGE SYSTEM SHALL BE 4�i \' \ \ \\\ `� C DOCUMENTS GENERAL SLAB ON GRADE WALKWAY \ \ POLYMER CONCRETE S100K CHANNEL SYSTEM WITH Surve \ '� (SEE FOUNDATION DETAIL) 0 DUCTILE IRON RAILS AS MANUFACTURED BY ACO \ \ � �� _` J j POLYMER PRODUCTS,INC. Nathal \ \ i MATERIALS 1586 h 2' \ ; J 4 a CHANNELS SHALL BE MANUFACTURED FROM James r �\ \ \ \\ � � \ � d POLYESTER RESIN POLYMER CONCRETE WITH AN NY 11. v a• ' - - \ \ , \ INTEGRALLY CAST-IN DUCTILE IRON RAIL. a- � e / a1JN v MINIMUM PROPERTIES OF POLYMER CONCRETE WILL AS FOLLOWS: O COMPRESSIVE STRENGTH: 4,000 PSI PrO Je TFLXURAL STRENGTH: 4,000 PSI PASSIVE USE TURF SOIL �2 � O TENSILE STRENGTH: 1,500 PSI WATER ABSORPTION: Ear d 0.07% ST EL EDGING FROST PROOF YES ROCKY0 ( DILUTE ACID AND ALKALI RESISTANT YES AGGREGATE p p p O� 8 \ �, 4 6117 SALT SPRAY TEST COMPLIANT YES COMPACTED FILL - - - ° 0 \ / / THE SYSTEM SHALL BE 4"(100mm)NOMINAL drawir OR UNDISTRIBUTED I I d .. O O �/ \ / INTERNAL WIDTH WITH A 6.29"(160mm)OVERALL / WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL SUBGRADE o p 0 O [ , �� -� � CHANNELS SHALL BE INTERLOCKING WITH . CIVII ' N Do °' �2' / R �6 / / � INVERT SHALL HAVE DEVELOPED"V"SHAPE. ALL POLYETHYLENE BARRIER I �' �_ ' R�=�� 4"[100mm] MALE/FEMALE JOINT. \ '46 4"[100mm] 8"PERFORATED PVC PIPE o ] I I -' ' �O� ' \ FILTER FABRIC 0Q)0 NOTES: THE COMPLETE DRAINAGE SYSTEM SHALL BE BY \ C• 1.IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. ACO POLYMER PRODUCTS,INC. ANY DEVIATION OR O O O p I 9 1 jV ENGINEERING ADVICE MAYBE REQUIRED. PARTIAL SYSTEM DESIGN AND/OR IMPROPER StatU: o n \\ O C IA T I 0 N e 2 5) 2.MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED.CONCRETE SHOULD BE VIBRATED TO ELIMINATE INSTALLATION WILL VOID ANY AND ALL WARRANTIES I \ ) AIR POCKETS. PROVIDED BY ACO POLYMER PRODUCTS,INC. 0o o 17 \pv O/r s � R,t 3.EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL scale VVV �7 ll lb �T AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED. CHANNEL SHALL WITHSTAND LOADING TO PROPER UJ \ O N/ V 1 1 ' l d 4.THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX.1/8"[3mm]ABOVE THE TOP OF THE CHANNEL EDGE. LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE 0 5.CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.ENGINEERING ADVICE MAY BE REQUIRED TO SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD �° - 3� DME Site P I date a n DETERMINE PROPER LOAD CLASS. CLASS SPECIFIED AND INTENDED APPLICATION. OO�QW 6.REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. GRATES SHALL BE SECURED USING'POWERLOK' O 0 � \ � W O O�� SPACE �A O E BOLTLESS LOCKING SYSTEM.CHANNEL AND GRATE 0o c c SHALL BE CERTIFIED TO MEET THE SPECIFIED EN ra W i r °� �'�`� ��' MARION OPEC �� —. DRIVEWAY TRENCH DRAIN DETAIL 1433 LOAD CLASS.THE SYSTEM SHALL BE INSTALLED FRENCH DRAIN DETAIL �O GQ��G' IN ACCORDANCE WITH THE MANUFACTURER'S NOT TO SCALE N10 ° EAST Scale : NOT T INSTR� O SCALE INSTRUCTIONS N10 1 5 0 RECOMMENDATIONS. n All dimensions to be checked on site. Do not scale. tI (� LOT AREA: 880,203 S.F.(20.207 ACRES) /-GRANITE CAMPBELL 0 F AREA OF DISTURBANCE:115,920 S.F.(2.66 ACRES) FINISHED GRADE j NO.2104B OR EQUAL I / IGH oCi n, ELEV 480 82 0.0' Z ''L°" \N y0 RIM / �i S �g•50.COB DRAINAGE NOTES' BRONN SILTY FINE SAND.1S1r GRAVEL(SP/SM) 2 ELEV 44.0 4.0' Q 2 J QQ v Q 1 U U QJ „ 4• OO 20 Vv j: g° WRAP WIT z.(MIN.)NONWOVEN LIGHT SROVM TO ORANGE ^ �'j / / S 6 p° •v`; GEOTEXTIL (FILTER FABRIC) FlNE TO MED SAND.20-408 GRAVEL(SW) THE EXISTENCE AND LOCATION OF AERIAL,SURFACE OR SUBSURFACE UTILITIES INDICATED ON THE CONCRETE: ME PSI 0, ® !b' O [�a / // (�•� �'$6 � PLAN ARE NOT GUARANTEED.THE CONTRACTOR SHALL HAVE A UTILITY MARKOUT PERFORMED PRIOR REINFORCEMENT: o° LINLET �\ 0 PARCEL TO STARTING ANY WORK. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE TO ASTM A615 GRADE 60 Q ry �.4 � Q 60 j EXISTING UTILITIES,AND SHALL EXERCISE CAUTION WHILE WORKING NEAR UTILITIES.EXCAVATION IN INVERT ; (� fall / Q) ® / THE VICINITY OF EXISTING STRUCTURES AND UTILITIES SHALL BE DUG BY HAND.THE CONTRACTOR WILL eo a ELEV 21.0 2zo' �\�' � / ,' r M� S �� COORDINATE WITH UTILITITY COMPANIES REGARDING SHORING,BRACING AND MODIFICATION OF THEIR 11"O x 5-314* OPENING 01 ° �u l 0 % ? / �1 � / �/ / J V® OPENING \\J 111- 407 2 i / \ UTILITIES AND APPURTENANCES AS REQUIRED TO PROGRESS THE WORK.THE COST OF UTILITY ac . �M IDENTIFICATION,COORDINATION,PERMITTING AND PROTECTION WILL BE INCLUDED IN THE PRICE OF o° 4" w NO WATER ENCOUNTERED E g F �� / Q) �'A J THE BID. �� v TO 27.0' BELOW GRADE , V i o o ASE ELEVATION O \ 00 O �\ /L-= DRAINAGE SYSTEM DESIGNED TO STORE RUNOFF PRODUCED FROM 2"RAINFALL. �� TEST HOLE 12/11/2014 U \ o 9 ® t9 RUNOFF COEFFICIENTS: (TYPICAL) ' LAND, AIR, WATER ZO � O�� \ r� \ h S 2°3 1 Q » . ENVIRONMENTAL v Z O��' vim\ d 8 c SERVICES, INC. Q O \ L I `� ROOF:1.0 ;: • • Rib �<v= N v Q \ 1 f L O T WALKS/PATIO:0.9 s°o o '� �v °a gE�o,L'° 080 °� 9 1 O / LAWN:0.15 S° ° &�$�8�0 088 �3�� -� s^MIN ki \ / / COURSE GRAVEL �60 / DURING THE COURSE OF DRAINAGE CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES SEE DRYULE �44.1 WILL BE REQUIRED.SEE EROSION AND SEDIMENT CONTROL PLAN FOR SEPCIFICATION. I �1.g f SECTION RAME PUMP HODS �\�O \� a DRAINAGE LEACHING POOLS SHALL BE MIN.10 FT FROM ALL UTILITIES AND 20 FEET FROM SANITARY U�+NJY '�QLE FOUf ID SYSTEMS. \ '^n COP��' MOrI DRY WELLS SHALL BE MIN.10 FT FROM WATER SERVICE. DRY WELL DETAIL � / v , %I \ \\ i I S » `p' V, L 0 DRY WELL SHALL BE MIN.20 FT FROM SEPTIC SYSTEMS NOT TO SCALE % �V �' �� A-, ri \ \ rn 8 90 ® 1 2� G ALL PORTIONS OF ASPHALT TO BE REMOVED SHALL BE SAWCUT. / \ I1 1 7 Z me C A O / �o / % \ \ \ \ Q r 7 / THE CONTRACTOR IS REFERRED TO CONTRACT SPECIFICATIONS PERTAINING TO EXCAVATION. \ \ 70 DRAINAGE CALCULATIONS ® CIV / I I \ \ J WATERSHED 1-MAIN HOUSE ROOF ® 6,355SF ROOF X 2/12 X 1.0 = 1,060 cuSt. 1,060/68.42=15.5 VF 1OFT DIA.DW REQUIRED � ao L 5 USE(3)1 OFT DIA.X 6 FT DEEP LEACHING POOLS(1,231 CU.FT. a o Z MO \ \ \\ I 1 LOT 6' J PROVIDED) aoloo G� L 1 WATERSHED 2-GARAGE ROOF \ \ E R CH DRA \ \ \ \ 864SF ROOF X 2/12 X 1.0 = 144 cu.ft. NO \ PROPOSED \ ETAIL \ \ HAY BALES\ I ` 144/42.24=3.4 VF 8FT DIA.DW REQUIRED \ \ USE(1)8FT DIA.X 4 FT DEEP LEACHING POOLS(169 CU.FT.PROVIDED) \ \ \ \ \ \ NC DRAIN \ DRY WELL SCHEDULE 12"MIN.RING OF P�¢, - 2-1/2"0 CRUSHED STONE NO. SIZE(DIAXHT) PLAN \ \ \ \ �I _ _ DW1-DW3 8'X 8' ROOF (WATERSHED 1) \\ �\\ \ ��•' �` F DW \ � DW4 8'X 4' ROOF (WATERSHED 2) fp E DRIVEWAY TRENCH \I h O Q t \ \ ExlsrftlG I 'D IN DETAIL SPECIFICATION CLAUSE ��`S�G \ \ GRAD y o' \ -� E \" ROPOSED SILT " 6.29"[160mm] v PROPOSED-------- " PAVEMENT PER S100K POWERDRAIN -LOAD CLASS B T P 1 \ \ \ GRADE // a FENCE ) EE NOTE 4 DESIGN DOCUMENTS GENERAL / ff \ \ � J 9n THE SURFACE DRAINAGE SYSTEM SHALL BE Q \ 00 X.,,4r'�DEED /I o° "" ROPo s NIIARY sysrEM\\ I " L 0 POLYMER CONCRETE S100K CHANNEL SYSTEM WITH ' _X \ I DUCTILE IRON RAILS AS MANUFACTURED BY ACO / / (2>asx8 L s \\ I POLYMER PRODUCTS,INC. CID/ ` - TEST HOLE / OPOSEDCONCj2E \ \ MATERIALS POO 0 \. B 2 / tJ, W OUTAREA l \\ I O LOT 1 U 1 a CHANNELS SHALL BE MANUFACTURED FROM i d POLYESTER RESIN POLYMER CONCRETE WITH AN INTEGRALLY CAST-IN DUCTILE IRON RAIL. v \ \ SE / 1'0 G \ I L T MINIMUM PROPERTIES OF POLYMER CONCRETE WILL co j STOCKPILE AREA JN ERG OU D �"o \ \\ i n` AS FOLLOWS: \ / PROPAN TA K \ y�° T� ® tT r 4 COMPRESSIVE STRENGTH: 14,000 PSI oQ8� e aoa� \ \ ) ^ , O O \ v � 3 '� \ B�' n� 0 o a FLEXURAL STRENGTH: 4,000 PSI TENSILE STRENGTH: 1,500 PSI d d 4 WATER ABSORPTION: 0.07% v ZO \ \ o -�\o \ ® �� \' 9 1 0 4"[100mm] / d / FROST PROOF YES S® / a \ •� 2� � L )1 ! a 4 Q a / B117 SALTLUTE ID AND SPRAY TESTLCOMPLIANTT YES YES \ N Ln O �i� C PROPOSED POT \ v S9 ) �_( EI dCE THE SYSTEM SHALL BE 4"(100mm)NOMINAL \' ELL \ 0 I \o J d n 3'S- g W / INTERNAL WIDTH WITH A 6.29"(160mm)OVERALL \ (� WIDTH AND A BUILT-IN SLOPE OF 0.5%. CHANNEL INVERT SHALL HAVE DEVELOPED"V"SHAPE. ALL 3 �'S ` t�t CHANNELS SHALL BE INTERLOCKING WITH A 4"[100mm] 4"[100mm] MALE/FEMALE JOINT. revisions date SU YYl Y cry ® NOTES: THE YSTEM SHALL BE BY ACO POLYMER EPR DIUCTS,NAGE SINC. ANY DEVIATION OR 1.IT IS NECESSARY TO ENSURE MINIMUM DIMENSIONS SHOWN ARE SUITABLE FOR EXISTING GROUND CONDITIONS. U' ENGINEERING ADVICE MAYBE REQUIRED. PARTIAL SYSTEM DESIGN AND/OR IMPROPER / ' \ 2.MINIMUM CONCRETE STRENGTH OF 4,000 PSI IS RECOMMENDED.CONCRETE SHOULD BE VIBRATED TO ELIMINATE INSTALLATION WILL VOID ANY AND ALL WARRANTIES AIR POCKETS. PROVIDED BY ACO POLYMER PRODUCTS,INC. / 3.EXPANSION AND CONTRACTION CONTROL JOINTS AND REINFORCEMENT ARE RECOMMENDED TO PROTECT CHANNEL ® �T/O/F CHANNEL SHALL WITHSTAND LOADING TO PROPER ANIS`TI S AND CONCRETE SURROUND. ENGINEERING ADVICE MAYBE REQUIRED. LOAD CLASS AS OUTLINED BY EN 1433. GRATE TYPE \ _ �IE G 4.THE FINISHED LEVEL OF THE CONCRETE SURROUND MUST BE APPROX.1/8"[3mm]ABOVE THE TOP OF THE CHANNEL EDGE. SHALL BE APPROPRIATE TO MEET THE SYSTEM LOAD GL'0 R GE DANS I S 5.CONCRETE BASE THICKNESS SHOULD MATCH SLAB THICKNESS.ENGINEERING ADVICE MAY BE REQUIRED TO r L AIE DETERMINE PROPER LOAD CLASS. CLASS SPECIFIED AND INTENDED APPLICATION. �r GE GRATES SHALL BE SECURED USING'POWERLOK' BOLT6.REFER TO ACO'S LATEST INSTALLATION INSTRUCTIONS FOR FURTHER DETAILS. L LOCKING SYSTEM.CHANNEL AND GRATE SHALLBE SHALL BE CERTIFIED TO MEET THE SPECIFIED EN y o \ I ' \ FRAPPE DRIVEWAY TRENCH DRAIN DETAIL 1433 LOAD CLASS.THE SYSTEM SHALL BE INSTALLED - ACE 1 F.\E IN ACCORDANCE WITH THE MANUFACTURER'S AIS 1� SGA NOT TO SCALE INSTRUCTIONS AND RECOMMENDATIONS. � I �, �� I. \ �- 5•� � � seal & signature / �O�FPS,AAL \ 1 \ \ PROPOSED SILT p OF NE FENCE \ ) LEO 4CIA 1 4 PAS, AS A s e�� j+O av \ \ \ \\ r I ,RRAKEA `40Ns INTI I1OULAS OREINB BEhNETT 9* IR { NE �A 5 6 & H� \ \ \ \ -4 CONC. 6LUl-V' FE "-10'X30'o' 3 E SHED RaSS TURNAROUND 5 ED P,PE EROSION CONTROL MEASURES N \ \ 2.6 1.In accordance with the provisions of the USEPA General key plan 0/P i O S Permit and the NYSDEC,during the course of construction, - S A certain erosion and sediment control measures may become 0 I R E E 1 v j �j O S necessary to prevent the transport of sediment to off-site 70 �T L 0 S i areas,ponds,water courses,drainage inlets,recharge basins, etc. Actual erosion control measures will be dictated by field r conditions as construction progresses,but the following general \ Z conditions shall be observed: 1 _ •Existing vegetation to remain shall be protected and remain I 50'MIN. I EXISTING undisturbed. 3• s PAVEMENT j \ \ •Clearing and grading shall be scheduled so as to minimize 15-MIN. \ \ the size of exposed areas and the length of time that areas i PIPE EXISTINGFlL _/ MOUNTABLE BERM are exposed.(A j � /�- \ \ F "The length and steepness of cleared slopes shall be GROUND CLOTH PROFILE ��) • \ (� I �� \ \ 1 v/O/ YS S IA I S "Sediment reduce runoff retained on the site. te. 50'MIN. KOLAS CHR RySSIADIS -_--- lv p �T CH Speck methods and materials employed in the installation and 10'MIN. EXISTING 6 O/ --f- \, �� \ \ r,q LIE d�Il v E maintenance of erosion control measures shall conform to the GROUND A / n �\ ' �' �\ \ "New York Guidelines for Erosion and Sediment Control". 2.Sediment barriers(silt fence,hay bales or approved equal) 12' IN. 1-12'MIN. EXISTING\ shall be installed as required along the limits of disturbance PAVEMENT client / \ - 0 for the duration of the work. No sediment from the site shall Dana Ben Ari&Nikola Duravicevics,wetlands or be permitted to wash onto adjacent properties, PLAN VIEW O 1o'MIN. 282 Washington Avenue roads. / 1VIA 1� CD 3 .Graded and stripped areas and stockpiles shall be kept Brooklyn / / \ 0 N stabilized through the use of temporary seeding as required. NY 11205 ,{ �j A � Seed mixtures shall be in accordance with National Resources 54 0H A C1` N CD Conservation Service recommendations. CONSTRUCTION SPECIFICATIONS / J AIC 4.Drainage inlets installed as part of the project shall be architects \ '\ PA'I'F1I C A J protected from sediment buildup through the use of sediment 1. STONE SIZE USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. \ � ry \ -0 1� O barriers,sediment traps,etc.as required. 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE Shenton Architects LLP �\ \ 5 L // / \I \ \ ` \ \ \ S4 ® 4 9 4 5.Inspection and maintenance of erosion control measures is A 30 FOOT MINIMUM LENGTH WOULD APPLY). 195 Plymouth Street O •JLo to be performed daily by the contractor prior to the start of \ \ / / /� �I \ \ \ r� I construction for the day and after heavy or prolonged storms. 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. Brooklyn v 0 ' \ o Maintenance measures include,but are not limited to,cleaning 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT NY 11201 o and/or repair of sediment basins or traps,sediment barriers, POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE berms,diversions and inlet protection. ENTRANCE TO SITE. SO-IL ^48 ® AQQ 6.Appropriate means shall be used to control dust during 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING aYU i / \\ PROPOSED CONSTRUCTION construction. OF STONE. 320 Livingston Street,2nd FI. 7.A stabilized construction entrance shall be maintained to 6 / r ` 1 /RT \ \ ENTRANCE ' Brooklyn �v �\ \ R\� � I prevent soil and loose debris from being tracked onto local . SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- \ \ \ roads. The construction entrance shall be maintained until the STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS NY 11217 site is permanently stabilized. IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. -� �\ �.� i 8.Sediment barriers and other erosion control measures shall 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL Q remain in place until upland disturbed areas are permanently PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL structural engineer stabilized. After permanent stabilization,paved areas shall be SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY Associates Silman Ass 00 cleaned and the drainage system cleaned and flushed as MUST BE REMOVED IMMEDIATELY. 32 Old AssSlip, 10th Floor ® necessary. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH \ \ / ()1 9.Engineering Division to be contacted no less than 48 hours STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. New York in advance,to inspect;erosion control measures,drainage NY 10005 before backfilling,before and after paving of roads and 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH \ Q® P ® r parking lots.Failure to obtain Engineering inspections during the RAIN, construction process will either delay final approval,or incur me engineer oo ® STABILIZED p g substantial costs to the applicant to expose installed \• components,in order to obtain approval. CONSTRUCTION 2LS Consulting Engineers S0 N 150 West 30th Street rT 1 New York 27x4" WOOD FRAME (row �s 2 FENCE E NY 10001 \� MESH \`<6 10' MAX. C. TO C. SPACING) civil engineer RE -46 1.5' MAX. / .J STAKE 36" MIN. LENGTH FENCE DB Bennett n y S DRI FABRIC INTO GROUVEN MIN. 16" FNE W W W 3 Railroad Ave nue, P.O. Box 1 442 East Hampton X- NY 11937 Ste. 25) 3' MIN. HEIGHT FILTER SSOCIATIOINCN w MIN RsurveyorN101 WW y 8" MIN. OML0 SLAB ON GRADE WALKWAY WOODS 14 ACE y Nathan Corwin Land Surveyor (SEE FOUNDATION DETAIL) OPEN S DROP INLET BURIED FABRIC ECTIVEVEW 1586 Main Rd. MARION WITH GAT` Jamesport AFRAME 36" MIN. FENCE POST EAST GAFENCE M1NY 11947 2' GAUGE W/ MAX. MESH SPACING a. N � �-- � zo"MIN. project title 7MIN WITH FILTER CLOTH FLOW UNDISTURBED GROUND GATHER EXCESS ACTED SOIL� East M COMP11= arion House O o \ tJBDISs AT CORNERS 16"MIN• Rocky Point Road, East Marion, NY PASSIVE USE TURF SOIL ' Q RK 0 $1 59 �� ti„� EMBED FILTER CLOTH 0 0 0 o p' ��O E C�E N A MIN. OF 6" M GROUND. STEEL EDGING O O Ns� OF �H ps F�L� CONSTRUCTION SPECIFICATIONS sEcntlr4 w AGGREGATE o 0 0 O % SNE °�F1E 1 1989 drawing title COMPACTED FILL - - - hoc' F1�ED �N ON SON 1• FILTER FABRIC SHALLERM A N EOS1OF 0-85. BURLAP MAY CONSTRUCTION SPECIFICATIONS OR UNDISTRIBUTED o 0 0 o I G COI O(�0 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES Stormwater Management SUBGRADE I I vOO JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. N o° Control Plan POLYETHYLENE BARRIER 8 Q� 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE METAL WITH A MINIMUM LENGTH OF 3 FEET. FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 8"PERFORATED PVC PIPE o o [ O o0 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A FENCE SHALL BE WOVEN WIRE, 12 1/2 GAUGE, 6" MAXIMUM MESH OPENING. LTER FABRIC y MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED status project project n 1410 ° 5,4 c,, WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- ( I I I o 0 0 o I O 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, �O BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. scaleAS Noted drawn bySVG O �O ite 6 OF THE FABR,AIC FOR MEER FLOW E COM YPlETED AROUND THE CREST 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT.P MAXIMUN DRAINAGE AREA 1 ACRE 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN date 02"05^2016 Page 2 of 2 �O "BULGES" DEVELOP IN THE SILT FENCE. �, ° °' \Sl� J FILTERFABRIC INLET SILT FENCE rowing no. FRENCH DRAIN DETAIL foo ° C-002 . 00 NOT TO SCALE �� ° ll dimensions to be checked on site.Do not scale. I 1 I I I 11 I2 13 I4 S-300 15 16 17 I8 I I I I I I I pv ° I I I I ° NOTES LEGEND l 1. TOP OF FINISH SLAB AT EL. -10'-8" U.N.O. THUS: I I .; • INDICATES STEP IN WALL FOOTING I d ° p A. 2. APPROXIMATE BOTTOM OF FOOTING AT EL. —12'-11" U.N.O. ———— • ' • I a p THUS: [X'—X"] INDICATES 12" REINFORCED CONCRETE FOUNDATION I I I 3. ALL NEW FOUNDATIONS SHALL BEAR ON 3.000 POUND PER — WALL WITH 2'-4" WIDE CONTINUOUS FOOTING I I I I Q SQUARE FOOT COMPACTED OR UNDISTURBED SOIL OR BETTER. SOIL CAPACITY SHALL BE CONFIRM BY PE LICENSED IN STATE OF GB—X INDICATES GRADE BEAM. SEE TYPICAL DETAILS FOR I I NY. REFER TO GENERAL NOTES FOUNDATION SECTION FOR SCHEDULE. I I I I ° • BEARING CRITERIA. I l d I I l 4. ALL EXTERIOR FOOTINGS SHALL BE A MINIMUM OF 3'-6" BELOW I I I d FINAL GRADE, U.N.O. I I I II I 5. SEE ARCHITECTURAL DRAWINGS. FOR TOP OF INTERIOR JOIST II SHELF AND EXTERIOR SLAB SHELF ELEVATIONS. I I 3 p► .d J RAT SLAB AT 6. NO BACKFILLING OF FOUNDATION WALLS MAY OCCUR WITHOUT I I I S-300 RAWLSPACETHE INSTALLATION OF FIRST FLOOR FRAMING OR TEMPORARY I I I TYPICAL) BRACING (DESIGNED BY A LICENSED PE IN THE STATE OF NY I iJ 0, SLAB EL. Zo a iI I AND HIRED BY THE CONTRACTOR.) I I I d 7. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING WITH I I I MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. COORDINATE 1 I I I ALL MEP FOUNDATION PENETRATIONS WITH ARCHITECTURAL/ MEP I _ v DRAWINGS. PROVIDE A MINIMUM OF 6" CLEAR BETWEEN PENETRATIONS.00 00 I I I 3 8. SEE S-200 FOR GENERAL NOTES S-300 I I d 9. SEE S-200 SERIES FOR TYPICAL FOUNDATION DETAILS I • I I ° 10. SEE CIVIL/ MEP DRAWINGS FOR UNDERSLAB AND PERIMETER T i DRAINAGE. I I I T' d � ' I I I I e 7Adv.. r-------------7 F I I I I d I I I 4 4 3 4 3 S-300 i I I i S-300 S-301 S-300 I I I S-300 d I L J I I I I TOP OF BRACING WALL I I I - STOPS 12" BELOW I I I I UNDERSIDE OF SLAB ON I a I I GRADE 1 I I G I I LOCALLY HAUNCH DOWN I I I AND THICKEN SLAB AT i d v I d I BASE OF STAIR (TYPICAL) I I I I I a I ( •a' n l iI [-8,-11"] [-10'-11"] i i .. 1 • 2 p'' .. p .' .. . . d A p d ••°. d ' . : I I .w . ', °• d d p d a,' F - - - - - -- °n - - - -- - - - -- - - - - - 1 I ° 'v• �I - ------------------------- — �I I �- -- -- --�——————— ———— revisions date summary _-5.—x4.0 F5.Ox4.0 Z — 13'-11 JF5.Ox ! I LFL LFI I I I i i I I I I - - - - - - - - - - i I I I I I I I I I - - - - - - - - - - - - p: I 1'-6" x 3'-4" 1'-6" x S-4" I I I I I I CONCRETE PIER CONCRETE PIER I I I I I I I I , : e r - - - - - - - - - - - � � I I I- - - - - - - - - - — -I � I RAT SLAB A I I I I I ( I (seal&signature 1 i I RAWLSPACE I SLAB i I S-300 u I TYPICAL) I I I I I I I I � ® A Op r0 I I F.O. SLAB EL. d � r` �r d 5 i I i t 1 -619 x 39-4" 1'-6" x 3'-4" I S-300 1 . 1 ( I a CONCRETE PIER CONCRETE PIER d .d� I I I I I (key plan F5.Ox4.0 I I I ° L--- -- -- ------------------- -- ----� ------------- ---- -----------�----- ------------- ------- ----- ------- -----�— --r—��-13'-11" I I I I — — �——— a d ° ° T v ° d E I I v d d o d ° v ° d.p v /v \ :° d d °• ° v d o d' d : p' 1 v P I 1 I I -Jill] 9'-10" d I I I 1- -------------� J F5.Ox4.0 F5.Ox4.0 l f 77 I d v ° d . d. v ° e I 4'-0" I I v d vd d 1 I - - - - - - - - - - - - I I - D I I o io I N I L- a tient 1 1 I I F4.Or I S-301 I I I Pana Ben Ari&Nikola Duravicevic 4 I 82 Washington Avenue 8" REINFORCED CONCRETE FROST TOP OF BRACING WALL I Brooklyn S-300 I L—— ———— — F11.Ox7.0 I S-300 WALL ABOVE. BOTTOM OF WALL STOPS 12" BELOW I NY 11205 I i I i ELEVATION 3'-6" BELOW GRADE UNDERSIDE OF SLAB ON L — — — — — — — — J [-11'-11"] I oo (TYPICAL). SEE GEOTECHNICAL FOR GRADE I larchitects I 2 I FILL COMPACTION REQUIREMENTS I Shenton Architects LLP I I n d: FOR GRADE BENEATH SLAB AND (195 Plymouth Street 1 � a ,' rD S-301 6 CMU SUPPORT WALLS I FROST WALL 1 f3rooklyn 1 LJ ° ' (TYPICAL AT FIREPLACE--1 I NY 11201 1'-6" X 1'-6" -� ( 1 l REINFORCED a I 1 _ _ CONCRETE PIER d ISO- IL C I 8 Jay Street,#501 1'-6" X 1'-6" - Brooklyn REINFORCED I NY 11201 I s r L CONCRETE PIER I L — — — — — — — — — — J I F4.0 I Structural engineer l 3A ° I I Silman 132 Old Slip, 10th Floor 1 S-300 I I 1 New York d• 1 RAT SLAB A I ° 3A 1 rY 10005 l RAWLSPACE I I I � '° r TYPICAL) I a -I S-300 r ep engineer - d ° 12LS Consulting Engineers I I I .0. SLAB EL. ( � 1 9 9� I v I _ I I 1150 West 30th Street —1 New York ° I , • I NY 10001 L - - - - - - - - - - °• � I I (civil engineer i � ° I DB Bennett 120 Inkberry Street I ° ' J ° past Hampton •p �—� r l lNY 11937 l L ------ ---- ---- ------J a I - - - - - - - - - - I : •• • ° urveyor 1 a a d Nathan Corwin Land Surveyor B I 11586 Main Rd. I Jamesport F4.0 F4.0 I NY 11947 1 2 I —111 project title l S-300 ' East Marion House ° I Rocky Point Road, East Marion, NY I I yawing title 1 1 FOUNDATION AND BASEMENT PLAN (FOUNDATION AND I s-loo SCALE: 1/4"=1'-0" I (BASEMENT PLAN LOADS: I DL=90 PSF I I LL=40 PSF I (status Permit Project no. 14101 l ° 4 d. ° a ° I - - - - - - - ° I (scale � = 1'-0" drawn by -1 - _._--- ----------- -------- - - ---- - --- --- - - p p .. ° p -- - ---- --- -- .. _ _-------- -------- --- -- ----- --- -- - -- __- ---- -- ---- ------ -._. ---- --------------- _------ ---- -----_- ----- --_._. . ..--- --- -- ----- A I — — — — — — — — — — — — . ,d I 4 I d °' d d (date 02.05.2016 page 1 of 141 1 e d a d I drawing no. S- 100 — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — - — — — — — — — -- - — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — — — — = — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I SILMAN#15989 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - | | - - k1tdimensions to be checked on site.Donot scale. | | | | | | �\ 4 | | | | / ' ' ' | | ( | | | 1. TOP OF FINISH FLOOR EL. | | | | | | | | | | | | | | TOP OF JOIST SHALL BE | | (-5:Y4') BELOW FINISH 0 BELOW AT | | FLOOR AT ARCHITECTURAL CONCRUE AND (-1)/2") | FLOORING | | | | | | TOP OF STEEL SHALL MATCH TOP OF JOIST BENEATH | | LF CONCRETE U.O.N. AS THUS: <X'-X">. TOP OF STEEL BENEATH WOOD FLOORING SHALL BE | | | | | | | \ 4. SEE S-200 FOR GENERAL NOTES. | | | | | | | | | | | | FOR MEP. | | ENGINEERED LUMBER INCLUDING ALLOWABLE CUTS | | | | | | | ALL EXTERIOR STEEL SHALL BE GALVANIZED PER ARCHITECT'S DIRECTION. ALL OTHER STEEL SHALL | | | | | | -- | | | | | | | | 1,-0" | | | | | FRAMING WITH MECHANICAL, PLUMBING AND | | | | | | | | | WINDOWS | | | TYPICAL | | | | 7. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED |PROVIDE ADDITIONAL TWO (2) | ) | ^~'~'~ ~E'~E~` ~'`~E`~'~E LIGHTING PRIOR TO JOIST INSTALLATION, SEE / | | OF SUBFLOOR AND ARCHITECTURAL DRAWINGS FOR LIGHTING | CONTINUOUS SILL PLATE INFORMATION. / | | | | | | 8. ALL POST TO BE BRACED AT EACH FLOOR LEVEL. | | | | | | | | | | LEGEND: | | | | | | | | | | | | | | | | | | `~--� | | (TYP) EXTERIOR CONCRETE S-300 WALKWAY SLAB | | | | r«»«/uE SINGLE /u/ OR RIM INDICATES WOOD POST (5Y" X 5k JOIST BETWEEN PSL U1lN.) | | | � ` UNDERSIDEINFILL DEPRESSION WITH / | | BFLOOR AND 2" STEP IN SLAB SAME CONCRETE USED FOR | `D | | | INDICATES STEEL POST /3" DIAMETER STD P|�[ U0N) ' ro\ `- ' ' ` | | | | | INDICATES STEEL ~ /4k^ SOLID BAR UI\N ) | | | | | | | � | INDICATES POST ABOVE ONLY | | | ---------------------------------------------------- _7-4--,_---- -_J ------- ---- -- -------- -rN | | | | | | | |NDK��E� P0ST BEL0� ONLY | / | | | / | | |N0CATE3 5"x9 BEA� BEARN� PLATE - - ~- ---- ' | | INDICATES D" NORMAL WEIGHT CONCRETE SLAB ON GRADE | revisions~~ ~~^~ ~~^~'~' __ __ __ _] REINFORCED MV || ' OXO W2lxW2'O WELDED WIRE FABRIC | | PROVIDE #4 @ 12" o/c BOTTOM SAME CONCRETE USED FOR INDICATES REINFORCED CONCRETE BEAM BELOW /CB-2 / | | BARS AT LOW SLAB (TYPICAL) INTERIOR SLAB| U.N�.\. SEE TYPICAL DETAILS FOR SCHEDULE. | - - - - - - - - - - - - | - - - - - - - - - - - - | r | | INDICATES CMU WALL/CONCRETE PIER BELOW | � / F- - - - - - - - - - - - | |ND|CATES THERMAL BREAK IN CONCRETE PORCH SLA] - -- -- -- -- -- -- -- -- -- -- -1 /«R�ATHER� FR 0R APPROVED EQUAL) | | '' � I_- - - - - - - - - - - - « | | 7 INDICATES O" ONE-WAY NORMAL WEIGHT CONCRETE SLAB | WITH #4 @12" O/C TOP AND BOTTOM AND #4 @12" | |=��`��'y''�`"'= | T�ANSVERSE B&RS 8OTTO� | | »-//C | | =nJ RA INDICATES STEP IN STRUCTURAL SLAB | / | | INDICATES UPSET REINFORCED CONR[TE BEAM POURED | | | \ MONOLITHICALLY WITH CONCRETE SLAB. SEE TYPICAL DPROVIDE ADDITIONAL K59 ETAILS FOR BEAM SCHEDULE. | | | | BETWEEN UNDERSIDE / | | | OF SUBFILOOR AND / | | | L CONTINUOUS SILL / PLATE | ^=vv=' | 42"x12" CONCRETE | | | BEAM. SEE SECTION | | | FOR REINFORCING | J [� - - - - - ' '- - - ---' | | | | | | | | | | | | | | | | 01 | 1 | | Z | | | | D _ _ _ - - - '-- -- | | � � | | | X UJ 10 | | uvuouc �x� no�ucn vvcn �Uent | | PROVIDE ADDITIONAL REINFORCING -�� -| | C«*WLSr«CE ACCESS n»|Cn' | | Dena Ben Ah &Nikdo Duxavnevio | --| DEPTH TO WATCH ADJACENT BARS AT CRAWL8PACE VENTILATION | | OPENING PER TYPICAL DETAIL, � JOISTS ' | Washington Avenue | | uroomyn | S-201 (�|� �� LOCATIONS / NY 11205 | ' | | AT ��H CR��CB S-300 CBP L _ _ _ _ _ _ _ _ _ _ � ' hit t - - | � " . O X3 STD PIPE | Architects LLP | BELOW (TYPICAL BENEATH � - �� ' �u5 Plymouth Street | / | | 8rooNyn | S-301 � | NY112O1 / . | | | | � . �O' |L | | � 70 (� | Street, | - ' o/vvmyn | | � NY11� 1 | BARS EACH WAY (TYP.) 10 ' | | L _ _ _ _ _ _ _ _ _ _ � | duraiengineer | | | oomun | �. | ! ^�D� S1�u. 1�b Floor | | New York | /5 | NY1UO05 | /B � | | | | ��e-engineer O" X8 STD PIPE p -~ - | | ~ '~ ~'~ ' ^ ^ �LSConou�ngEngineers | ` | VVno 3O�S�ee | � ` | | '~"- '=~ | NY 10001CBPqI | | | _ _ _ _ _ _ ] | i | | | DB Bennett | �" | �v |nkber�S�eet | | FastHampton | . | NY11837 | O� X3 STD PIPE | | || [� - - - - - - - - - - 7 ~.rveyor � | ! ' - Na�anCorwin Land Sumeyor | | � | Rd. | � | uuxexpvt | kv11947 | | | | | � project title | | | U�� ^�� K�� | �~~�~~� Marion" n o~~~.~~~, | | � � Rocky Po�tRoad, East Marion, NY | | | � � | | | | � | ---'~ -- | � | | | | � ��]��TFL��F� | SCALE 1/4"=it-O" | | � �c ' � � ��R��;�I�� PLAN | {�Aj�: � | DL=65 PSF � | | LL=4O pSF � | p�tus �8[Dl� project»c, 1z11�� / | | �� - - - - - - - - - - � � =^abe tv, �� 1�D, drawnby | | � /i | | __ /� __ '__~__ __ __ __ __ __ | | --------- - - - - - - - - - - '--' - -- � - | � | date ��.A�_�M1�� page �� nf �^�| | � STEEL LATTICE WALL ABOVEdrawing no. | SEE ARCHITECTURAL DRAWINGS � / ' | | � � --- ''-----'- -'---- ' | � . | ' | ' ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �- — — — — — — — _. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 ll dimensions to be checked on site.Do not scale. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I i I I ' I 8 I I I I 12 13 14 I5 16 I I I NOTES: 1 � I 1. TOP OF FINISH FLOOR EL. +11'-6" UNLESS NOTED I 1 I AS THUS: I 2. TOP OF JOIST SHALL BE (-1Y2') BELOW FINISH I I I FLOOR, UNLESS NOTED AS THUS. (X'- XX"). 3. TOP OF STEEL SHALL BE Y2" BELOW TOP OF JOISTS 6 x15 GLULAM i UNLESS NOTED AS THUS: <??'-??"> I I 1 I ' I 4. TOP OF GLULAM SHALL BE (-19Y4") BELOW TOP OF i JOISTS UNLESS NOTED AS THUS: <CD 1 I I 5. SEE S-200 FOR GENERAL NOTES. 1 I 1 I 0 I x =X 6. SEE S-200 SERIES FOR TYPICAL DETAILS ® ] I co ENGINEERED LUMBER INCLUDING ALLOWABLE CUTS I I I FOR MEP. I I 1 i 4. ALL EXTERIOR STEEL SHALL BE GALVANIZED PER 1 I I ARCHITECT'S STEEL RECEIVESHOP DIRECTION.PAINT WITHA2L COATSR SHALL OF 135 I i CHEMBUILD AT 4-6 MILS DFT, SSPC-SP3 POWER I I 1 TOOL CLEAN MINIMUM. 1 I I O L _ -_ -_ 11 " TJI 560 _ _ _ __ uO 5. CONTRACTOR IS RESPONSIBLE TO COORDINATE I I ] ® 12 0/C FRAMING WITH MECHANICAL, PLUMBING AND 1 ELECTRICAL SYSTEMS. I I I g 6. MAINTAIN OPEN JOIST BAY ON CENTERLINES OF I I 1 J i WINDOWS, TYPICAL U.O.N. I I I c' I I I I 7. COORDINATE JOISTS LOCATIONS WITH ALL RECESSED 00 °2LIGHTING PRIOR TO JOIST INSTALLATION, SEE I X I I ARCHITECTURAL DRAWINGS FOR LIGHTING co 1 i I INFORMATION. I ] ] I 8. ALL POST TO BE BRACED AT EACH FLOOR LEVEL. I 9. ACTUAL GLULAM SIZES 6Y4" x 19Y4" U.N.O. I 1 I (3) 1Y4" x 9Y2" LVL I 1 I I 60 O I W/ (2) 5/e" FLITCH PLATE O H I I - - 14" TJI 5 -- -- -- -- - 14" TJI 560I 12" 0/C @ 12„ 0/C 4 I �XN_ __ LEGEND:o -1 ca O �_X I - -— 7 INDICATES 14TJI 560 ® 16” O.C. JOISTS, U.O.N.-XI N � I I w I ' INDICATES WOOD BEAM, SEE PLAN OR SIZE I I Ld I - O O - -- -- -- - -�� u _ I 1 1 00 \ ro 3 1Y4" x 14 LVL " „ I I 1 W/ (2) 3/" x 14" FLITCH PLATE \ ® INDICATES WOOD POST (5Y4 x 5Y4 PSL DOWN, U.O.N.; ' I X I i I I X \ 6X6 SAWN POST UP, U.O.N.) - 1 I 1 ] - I I I I INDICATES STEEL POST (4Y" SOLID BAR, U.O.N.) ] i ] I p'� ' 0" I \ 1 I I / / 4"x14"x3 8" STEEL Z REINFORCING 4"x14!x3 "-&TEEL .Z_RELNFORCIQIG . - . - INDICATES STEEL POST (3" DIAMET STD PIPE U.O.N.) I I "x14"x3 8" STEEL 7 REINFORCING 4"x14"x3 8" STEEL Z REINFORCING _. _. _ . _ . _ . _. -. -• -•-• _• -• -• - • -• -• -• - • - • -• - - - - - - - - _. _ . Ir -- -- -- -- -- -- - - - - -- -- -- -- - -- _ - - -- -- -- -- -- I U - -- >� 6"x18" GLULAM O r 6"x18" o O 6"08" O ^ ^ ^ I visions date summary 6 x18 GLULAM 6 x18 GLULAM �/ re Y I 6"x18" GLULAM 6x18 GLULAM O I I �/ r r �/ I Oe O ® 00 INDICATES POST ABOVE ONLY 1 L _ _ J I I — — — — — — — — — — I I I I I t Oe O® 00 INDICATES POST BELOW ONLY I I - - - - - - - _ - - I (2) 13/" x 14" LVL I ! - - - - - - - - - - I r ( I I I I I I I o I I I I 1 I I I INDICATES OPENING IN FLOOR DECK I 1 i I 1 I — — — — — — — — I o ', I I I I I r — — 'I � I I I I — — o I I I I I I I INDICATES STEEL BEAM I r — — — — — — — — M I > I I I I— — — — — — — — — — — -I (2) 1 Y4" x 14" LVL I INDICATES WOOD BEARING/SHEAR WALL BELOW (SW-1 z g I r > ( ^� U.O.N.) seal&signature ] o I X � I � nv UI ( I I I I ^ x cx OI I I I `try I o\ ao I Q C7 I I X I I �I- oo I I XI I I M I ^� I _X o0i r I _ I rx I = = I I I ��ZF t Opo��jQ'A -01 Un 1 .ti cn O I I I r' - X, cn 1 I I I I I I I I �1,, f ry N I 1 = I I 1 Req s' -l I I (key plan I n I O 6"x18" GLULAM -- \0/ 0 O 6"X18" GLULAM I O 6"x18" GLULAM �/ I 6"x18" GLULAM 6"x18" GLULAM -- -- -- --- -- -- _ -- -- -- -- -- -- - _ -- I- - u . _ _ _ _ L o 4 zl 3J$" BT EC Z-REII OI�CIN� . -4"xT4"x7/8"-STE�L�' 170NFORCTNG. _. _. _. _ . _. _ — _ 4 z1 3 "�TFEC rf2EfNFOI�C(N� -0 4 z14:-x3/$" �TFFC��EINFOf7ZIN� _ _ I r I I 1 I I I I I Q l D 1 I ] - - -- O --- -- 6"x18" GLULAM Iclient -- -- -- � pans Ben Ari &Nikola Duravicevic I —— —— — 6"x18" LULAM 82 Washington Avenue rooklyn NY 11205 1 _ _ _ J larchitects 1 I „ I 1195 Plymouth Street 6 XS STD PIPE Shenton Architects LLP I 1 Prooklyn I � Y` 11201 i 1 ISO- IL I I z C I 8 Jay Street,#501 v 1 Brooklyn o \0/ i NY 11201 1 OI - - - J I � I z u I Istructural engineer 1 N ? I Silman 1 X32 Old Slip, 10th Floor _ I I New York I c~i> co I r Y 10005 i x X X Fm ep engineer -1 00 — — — — — „ = I I 12LS Consulting Engineers I 6 XS STD PIPE X O I 150 West 30th Street New York I i NY 10001 1 I I • �� O I I I ICiviDB Bennett engineer i ] I 1 past Hampton I I 0 Inkberry Street 1 p,a I I i �lY 11937 - - - - - - - I purveyor O HSS 18x6x3/ ® I 1586 Main Rd. B I Nathan Corwin Land Surveyor I I 6" XS STD PIPE •>�' n '� L._. _ . _. _. _ . _ . _. _._.. _. _. _ . _. _ . _._. _. _ . _ . J I Jamesport NY 11947 1 ] I I (project title I East Marion House ] Rocky Point Road, East Marion, NY I I I 1 SECOND FLOOR FRAMING PLAN ' cawing title 1 S-102 SCALE: 1/4"=1'-0" i LOADS: I ISECOND FLOOR I DL @ INTERIOR =35 PSF I ]FRAMING PLAN I DL @ EXTERIOR =70 PSF DL @ SKYLIGHT =30 PSF I I I LL ® INTERIOR =40 PSF. Is tatus Permit project no. 14101 — — LL ® SKYLIGHT =60 PSF I — — — — — SL ® EXTERIOR =20 PSF r — — = — — — drawn by — -1 I scale �4' = 1,-0" STEEL LATTICE WALL -- - - - - - - - - - -- - - - - - - - Mate 02.05.2016 page 3 of 141 A I- -- -- -... - -- - - - - - -- - - SEE ARCHITECTURAL DRAWINGS drawing o I d 'ng n . I S- 102 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SILMAN#15989 ll dimensions to be checked on site.Do not scale. I I I I 11 12 13 14 15 16 7 I8 I I I I I 1 I I I I I I I I I 1 _ _ _ _ _ __ _ _(2) 14" x 9Y2" LVL _ Fz--- -- -- _ _-- -- -- -- -- -- -- -- --� I NOTES: I I I 1. SEE ARCHITECTURAL DRAWINGS FOR APEX AND EAVE I I I ELEVATIONS. I I I 1 ! I I 2. SEE S-200 FOR GENERAL NOTES. I I I 3. SEE S-200 SERIES FOR TYPICAL DETAILS ® I I 1 ENGINEERED LUMBER INCLUDING ALLOWABLE CUTS I I I I I I ( FOR MEP. I I I I--- -- - -- -- -- - - -- - -- -- -- I —� 4. ALL EXTERIOR STEEL SHALL BE GALVANIZED PER I I ARCHITECT'S DIRECTION. ALL OTHER STEEL SHALL I I I RECEIVE SHOP PAINT WITH 2 COATS OF 135 I I I CHEMBUILD AT 4-6 MILS DFT, SSPC-SP3 POWER -- -- - -- -- -- i -- - - -- - -- - --� TOOL CLEAN MINIMUM. I I I F Co i XI i I LEGEND: I 1 INDICATES WOOD BEAM, SEE PLAN FOR SIZE I I H I ® INDICATES WOOD POST I I I I I I I I I I I -- -- - -- -- -- I -- -- -- - - - --� O® INDICATES POST BELOW ONLY 1 I I 2 x 8 CEILING JOISTS ( )3 1 Y4" x 9Y4" LVL HEADER I I I I I I I PER ARCHITECTURAL INDICATES STEEL BEAM I 1 I -- - -- -- -- ' -- -- -- - -- - - 4x12 (NOMINAL) WOOD I — o —i •\ RAFTERS (TYPICAL) p INDICATES WOOD BEARING/SHEAR WALL (SW-1 U.O.N.) I I I 1 - -- 412 --0--- -- ^- . . . .. . . . . . .. - 412 � / 9Yz I I LVL � T i I II I I I I I I I I 1 I ,• I I I I I ' I , I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I • I I I I I I I I I I I II .I I I I , J I \ I I I I I I • I I II �I I I F I 1 II I I I I I I I' I I I II I , I I i I I I I I I I I II 1 (revisions date summary - I - - J I I I I I I I I I I I I I I I I I I II I I I I - - - - - - - - - - - - 1 • I I I I I I 1 1 I 1 �I ,I ., , I I I , I I I I I I I I I • I I i - Ii — — — — — — — — — — v' - - - - - - - - - - - CONCEALED CONNECTOR BETWEEN ' I I I I I RAFTER AND RIDGE BEAM BY I SHERPA OR APPROVED ENGINEERED 1 i t I I I I I I I I I I ,I III I I I I I I I I I I I I i EQUAL (TYPICAL THROUGHOUT) 1 I r - - - - - - - -r I I IJ JII I i , I I I I I I— — — — — — — — — — — —I I I I I I I I 1 I I I III J ] I I I I I I I I I I. 1 I 11 1 � I , I Q (3) 1 4" x 18" LVL - ' I_�o�`, ' s " 3 " " seal&signature \/I I �1/a x 18 LV 3� 1/4 18 LVLZmr1 I -- - � .F� I I ►�t 1 ,� 1 I IZRA OAS�0 . I I • I I I I I I I I� I I I I I^ \ \ 1 I I I I I I I z`�' X • I 1 I I I I I I I I II \ \ \ 1 I ' I • CUSTOM CONNECTOR ANCHORING \� \ 1 1 I 1 i I , RAFTER TO KNEE WALL (TYPICAL keyplan \ \\ 1 1 ' ' I THROUGHOUT) I I I • I 1 I I I I I I, I I I II � \ 6'� \ \ 1 ' I I I I , . E I I I I• I • I I I I I I I I' I I I II BRACES BETWEEN I' I ` \ \` \ \ \ 1 ► I I I I I I I I I I I I I i OPENING FOR I \ \ \ \ \ 1 RAFTERS AT FLUE FIREPLACE FLUE • I I I I I I I I I I I II \ ' I i 412 (2) 412` Iclient Dana Ben Ari&Nikola Duravicevic I�82 Washington Avenue\ 1Brooklyn NY 11205 I HSS8x4x5/s 1— — — — — — — — — — J \� I architects 7I I �' \ \ ` / I Shenton Architects LLP 1 495 Plymouth Street 1 -- -- - -- -- -- I \ 1 Brooklyn I \ NY 11201 1 \. C I 8 Jay Street,#501 -- — -- — I 1 �rooklyn �— -- -- HSS8x4x5/6 NY 11201 I 1 L — — — — — — — J I I � — - I � \� ,• �' ( tstructural engineer 1 1 I J __ \ I Silman i a , � - 132 Old Slip, 10th Floor I 00 New York --- -- - -- -- -- _ '` �Y10005 r — — — — — — — — — — — � I _ - mep engineer 12LS Consulting Engineers I I -- -- — v HSS8x4x5/s I 1150 West 30th Street 1 I NY 10001 1 ! - - - - - - - - � — — (Civil engineer I 1 I I I DB Bennett I I I 1 I 120 Inkberry Street 1 �---- -- - -- -- ---�---- -- -- - -- - Fast Hampton I �Y 11937 ( o 0 i (surveyor B - - - - - - - - -I Nathan Corwin Land Surveyor I -- -- - -- -- -- -- -- -- - -- -- I 11586 Main Rd. 1 Jamesport I I I NY 11947 1 I I I -- ----�-- -- -- -- I -- -- -- --� -- -- 1 project title East Marion House 1 I II Rocky Point Road, East Marion, NY I 4) I I 1 1 JI —� JI 01 � ' 01 I 1 rawing title -- -- -- -- -- -- _X , -- -- -- ) -- -- 1 ROOF FRAMING PLAN I (ROOF I I �I ' I �11SCALE: 1/4"=1'-0" I 1I I LOADS: (FRAMING PLAN I I -- --�-- -- -- -----r--- -- -- --I -- ---� DL=15 PSF I I I I I I SL=20 PSF i Status Permit - - project no. CD STEEL LATTICE WALL BELOW I 1 s1-cale Y4„ _ 1,-0° drawn by -- --- - ---- - - - -- - - --- - - - -- -- - - - -- -- -- -- -- -- -- -- -- -- - - - - - - - - --- - -- -- - - - - - - - I ate 0 - - -6- page 4 f _ A I i— — . —.—. — . .. — — �E-tRCtttTEffURAL-DRAWN 131`-- - •-- - —i•-- -- -- -- -- 1 I� 2.05.201 0 141 drawing no. I S- 103 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SILMAN #15989 All dimensions to be checked on site.Do not scale. I I I I I PROJECT DESIGN CRITERIA (AS PER TABLE R301.2(1) OF NYS RESIDENTIAL CODE) I I GROUND BASE EXPOSURE SEISMIC SUBJECT TO DAMAGE FROM FLOOD I SNOW WIND CATEGORY DESIGNHAZARD 1 LOAD PSF SPEED MPH WIND CATEGORY WEATHERING FROST LINE TERMITE DECAY- I t FEMA 1 20 1 120 2 C 3 C 4 SEVERE 5 42 6 MD TO HVY 7 SL TO MD 8 NA 9 I NOTES: STRUCTURAL STEEL FRAMING LUMBER THIS PROJECT FALLS UNDER THE JURISDICTION OF THE RESIDENTIAL CODE OF THE STATE OF NEW YORK AS DEFINED BY SECTION 101.2(1) 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: ] OF THE BUILDING CODE OF THE STATE OF NEW YORK. CONTRACTOR SHALL FOLLOW ALL MINIMUMS ESTABLISHED IN NOTED CODE UNLESS A. AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS "AND AISC 303" CODE OF STANDARD PRACTICE FOR STEEL 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: SPECIFICALLY WAIVED BY LOCAL CODE OFFICIALS. IF CONTRADICTIONS OCCUR BETWEEN THESE DOCUMENTS AND THE NOTED CODE, THE MORE BUILDINGS AND BRIDGES". A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, "TIMBER CONSTRUCTION MANUAL" LATEST EDITION. I CONSERVATIVE SPECIFICATION SHALL APPLY. B. AMERICAN WELDING SOCIETY (AWS D1.1) "STRUCTURAL WELDING CODE - STEEL". B. NATIONAL FOREST PRODUCTS ASSOCIATION "NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION," LATEST EDITION. 1. GROUND SNOW LOAD IS BASED ON FIGURE R301.2(5) FOR NEW YORK STATE AND HAVE BEEN ADJUSTED AS PER ASCE 7 FOR FLAT OR I 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATIONS: SLOPED ROOF SNOW LOADS, DRIFT, ETC (EQUATION 7-1 AND 7-2). THE FOLLOWING FACTORS WERE USED FOR THIS PROJECT: A. WIDE FLANGE BEAMS, COLUMNS AND STRUCTURAL TEES: ASTM A992 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY (EXCEPT STUDS, WHICH SHALL BE KILN I a. I, IMPORTANCE FACTOR: 1.0 (TABLE 7-4, ASCE 7). B. HOLLOW STRUCTURAL SECTIONS: ASTM A500, GRADE B DRIED) AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADE: b. CE, EXPOSURE FACTOR: 1.0 (TABLE 7-2, ASCE 7). C. STRUCTURAL PIPE SECTIONS: ASTM A53, GRADE B. RAFTERS AND JOISTS: DOUGLAS FIR-LARCH #2 I c. CT, THERMAL FACTOR: 1.0 (TABLE 7-3, ASCE 7). D. CHANNELS, ANGLES AND PLATES: ASTM A36 UNLESS OTHERWISE NOTED. BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH #1 E. STRUCTURAL STEEL PLATE SHALL. BE ASTM A572 GRADE 50 HAVING A MINIMUM YIELD POINT OF 50,000 PSI. STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE I 2. BASE WIND SPEED HAS BEEN CONVERTED INTO DESIGN PRESSURES FOR MAIN WINDFORCE RESISTING SYSTEM AND COMPONENTS AND GRADE 42 HAVING A MINIMUM YIELD POINT OF 42,000 PSI FOR THICKNESS GREATER THAN 4". ] CLADDING PER TABLE 1609.6.2(1) OF THE NYS BUILDING CODE AND TABLES R301.2(2) AND R301.2(3) OF THE NYS RESIDENTIAL CODE, F. BOLTED CONNECTIONS OF BEAMS/GIRDERS ARE TO BE DESIGNED AS FOLLOWS: 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIE AND GRADE: RESPECTIVELY. a. STANDARD BEAM TO BEAM/GIRDER: ASTM A325, ASTM F1852, ASTM A490 OR ASTM F2280 BOLTS IN BEARING POST AND TIMBER: DOUGLAS FIR-LARCH #1 � s 3. EXPOSURE CATEGORY IS BASED ON R301.2.1.4 OF THE NYS RESIDENTIAL CODE. TYPE CONNECTIONS (/" DIAMETER MINIMUM WITH HARDENED WASHERS). BEAMS AND STRINGERS: DOUGLAS FIR-LARCH #1 b. BEAM/GIRDER TO COLUMN CONNECTIONS: ASTM A325, ASTM F1852, ASTM A490 OR ASTM F2280 BOLTS IN SLIP I I CRITICAL CONNECTIONS (%" DIAMETER MINIMUM WITH HARDENED WASHERS). PAYING SURFACE SHALL BE CLASS A 4. PRESERVATIVE-TREATED WOOD: PROVIDE TREATED LUMBER COMPLYING WITH ACQ-D (CARBONATE). COPPER AZOLE (CA-B), OR � 4. SEISMIC DESIGN CATEGORY IS BASED ON TABLES 1616.3(1) AND 1616.3(2) OF THE NYS BUILDING CODE. AS PER R301.2.2, DETACHED UNLESS OTHERWISE NOTED. SODIUM BORATE (SBX (DOT) WITH NaS10/2) AT ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR AS OTHERWISE ONE- AND TWO-FAMILY DWELLINGS LOCATED IN SEISMIC DESIGN CATEGORY A, B, AND C ARE EXEMPT FROM THE SEISMIC REQUIREMENTS INDICATED ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. ACZA TREATMENT IS NOT PERMITTED. TREATED LUMBER AND/OR PLYWOOD � OF THE CODE. G. ANCHOR BOLTS: ASTM F1554, GRADE 36. SHALL BEAR THE LABEL OF AN ACCREDITED AGENCY SHOWING 0.40 PCF RETENTION. WHERE LUMBER AND/OR PLYWOOD IS CUT OR H. STRUCTURAL STEEL NOTED TO BE STAINLESS STEEL SHALL BE ASTM A276 STAINLESS STEEL GRADE 304. DRILLED AFTER TREATMENT, THE TREATED SURFACE SHALL BE FIELD-TREATED WITH COPPER NAPTHENATE (THE CONCENTRATION OF 5. WEATHERING IS DETERMINED BY FIGURE R301.2(3) OF THE NYS RESIDENTIAL CODE. I. ALL STAINLESS STEEL BOLTS SHALL CONFORM TO ASTM F593 ALLOY 304. WHICH SHALL CONTAIN A MINIMUM OF 2% COPPER METAL) BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 6. THE DEPTH TO BOTTOM OF FOOTING IS ESTABLISHED BY THE LOCAL JURISDICTION. J. ALL STAINLESS STEEL NUTS SHALL CONFORM TO ASTM F594 ALLOY 304. ABSORBS NO MORE PRESERVATIVE. REFER TO NOTES 2 AND 3 FOR SPECIES AND GRADE OF WOOD UNLESS OTHERWISE NOTED ON 1 � 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS, AND SHALL BE DESIGNED BY A LICENSED ENGINEER PLAN 7. TERMITE PROBABILITY IS DETERMINED BY FIGURE R301.2(6) AND BY LOCAL AUTHORITIES. SEE ARCHITECTURAL DRAWINGS FOR ALL WORKING FOR THE FABRICATOR, WHO SHALL PROVIDE CALCULATIONS, UTILIZING ASD LOADS AND PROCEDURES. 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL CONFORM TO THE LATEST EDITION APPROPRIATE DETAILS TO ADDRESS THIS CONDITION. A. FOR NON-COMPOSITE MEMBERS. PROVIDE CONNECTIONS BASED ON REACTION AS DETERMINED FROM AISC UNIFORM OF THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" AND ITS SUPPLEMENTS AND SHALL BE INSTALLED IN I 8. DECAY PROBABILITY LOAD TABLE. (UNLESS OTHERWISE NOTED ON PLANS.) ACCORDANCE WITH THE NFPA "MANUAL FOR HOUSE FRAMING" OR THE GOVERNING LOCAL/STATE BUILDING CODE. DETERMINED BY FIGURE R301.2(7) AND BY LOCAL AUTHORITIES. SEE ARCHITECTURAL DRAWINGS FOR ALL B. FOR COMPOSITE MEMBERS. PROVIDE CONNECTIONS BASED ON 1.5 x REACTION FROM AISC UNIFORM LOAD TABLE. APPROPRIATE DETAILSS TO ADDRESS THIS CONDITION. (UNLESS OTHERWISE NOTED ON PLANS.) I 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF: THE GOVERNING LOCAL/STATE BUILDING CODE, (LATEST C. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS REDUCE THE SHEAR OR MOMENT CAPACITY BELOW EDITION � 9. FLOOD HAZARD IS DETERMINED BY LOCAL SURVEY AND FEMA MAPS. WHERE APPLICABLE, THE FOLLOWING PARAMETERS HAVE BEEN USED: ), OR THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. I THAT REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEB ARE TO BE REINFORCED WHERE THE LOCAL CAPACITY 1 a. DFE (DESIGN FLOOD ELEVATION); TO SUSTAIN CONNECTION LOAD IS INADEQUATE. 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR BEAM HANGERS GAUGE , MINIMUM 18 I b. BFE (BASE FLOOD ELEVATION); D. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, CONSIDERING THAT THE CONNECTION IS AN , RECOMMENDATIONS. c. ESW (DESIGN STILLWATER FLOOD ELEVATION ABOVE DATUM); EXTENSION OF THE BEAM AND GIRDERS. INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDI I d. DS (DESIGN STILLWATER FLOOD DEPTH IN FEET); 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET THESE GIRDERS 1/2" CLEAR Y4i e. DWS (WAVE SETUP IN FEET); 4. MINIMUM WELD SIZE IS " FILLET UNLESS NOTED OTHERWISE. (MIN.) BELOW TOP OF FRAMING LUMBER, TO ALLOW FOR SHRINKAGE. ] f. G (GROUND ELEVATION IN FEET ABOVE DATUM); I g. EROSION (LOSS OF SOIL DURING DESIGN FLOOD EVENT) 5. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED WITH NATURAL CAMBER UP. CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES CANTILEVER END. 9, STUD BEARING WALLS ARE TO BE 2 x 4 ® 16"o/c. AT THE INTERIOR AND 2 x 6 ® 16"o/c. AT THE EXTERIOR, UNLESS NOTED I I 1 GENERAL NOTES 6. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE EXPRESSED WRITTEN APPROVAL OF THE STRUCTURAL OTHERWISE ON PLAN. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW, WHERE REQUIRED INSTALL ADDITIONAL STUDS. I 1 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AND SHALL CONFORM TO THE ENGINEER OF RECORD (IN WHICH CASE ALL, BURNING OF STEEL MUST CONFORM TO THE THERMAL CUTTING REQUIREMENTS OF PROJECT SPECIFICATIONS, INCLUDING THE NEW YORK STATE RESIDENTIAL BUILDING CODE LATEST EDITION. AISC AND AWS) 11. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. I ] 7. WELDING SHALL BE PERFORMED BY CERTIFIED LICENSED, AWS-QUALIFIED WELDERS. ELECTRODES SHALL BE AWS 5.1, CLASS E70XX I 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING, AND SHEETING AS PROJECT CONDITIONS REQUIRE. SHORING AND (USE LOW HYDROGEN ELECTRODES FOR A572, GRADE 50 STEEL). WELDING ELECTRODES FOR ASTM A276-97 STAINLESS STEEL, 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE PROJECT JURISDICTION HIRED BY THE GRADE 304, SHALL CONFORM TO AWS A5.4 FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E304; OR AWS A5.9 FOR GAS I I CONTRACTOR WHO SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR THE OWNER'S REVIEW. 13. USE DOUBLE STUDS ® ENDS OF WALL AND ENDS OF WALL OPENINGS. METAL ARC WELDING, ELECTRODE CLASS ER304, Ft=70 ksi. I 3. THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY. THESE NOTES HIGHLIGHT RATHER THAN REPLACE THE 8 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE WIDTH IS AT LEAST EQUAL TO 1 SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL. . SHOP PAINT EXTERIOR EXPOSED STEEL MEMBERS, STEEL MEMBERS NOT ENCASED IN CONCRETE OR SPRAY FIREPROOFED, AND ALL THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" (NOM.) AT INTERIOR WALLS AND 6" (NOM.) AT EXTERIOR STEEL MEMBERS AT THE EXTERIOR WALL WITH TNEMEC #10-99 OR APPROVED EQUAL. FIELD PAINT ALL EXTERIOR EXPOSED I MEMBERS WITH TNEMEC 530 OMNITHANE OR APPROVED EQUAL. WALLS UNLESS OTHERWISE NOTED. I I FOUNDATIONS 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. I I I 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING MINIMUM BEARING CAPACITY OF 3.000 PSF. AS SPECIFIED BY 9• LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS AS FOLLOWS: 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8' o/c. THE GEOTECHNICAL CONSULTANT. ADEQUACY OF BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE. ALL MASONRY OPENING LINTELI NECESSARY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE STRUCTURAL ENGINEER OF „ 17. BUILT UP BEAMS LESS THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH 2 - 16D NAILS ®16"o/c. BUILT UP BEAMS GREATER RECORD. 4'-0" OR LESS L 4 x 3 Y x �6 L.L.V. THAN 8" o/c. YDEEP SHALL BE SPIKED TOGETHER WITH 3 - 16D NAILS @16" I revisions I 4'-1" TO 7'-0" L 6" x 3 " x 516" L.L.V. 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTAINED18. WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF STUD WALLS AT EACH FLOOR. THEIR 28 DAY STRENGTH. A. 3 1/2" LEGS ARE HORIZONTAL. (1" x 4" BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING WITH 2 - 10D NAILS.) I - - - - - - - - - - - - � PROVIDE ONE ANGLE FOR EACH 4 OF WALL THICKNESS. I " C. PROVIDE L 5" x 5" x 516" ANGLES FOR 6" THICK WALLS AND PARTITIONS WITH OPENINGS UP TO 6'-0". 19. CHIMNEYS: ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP. CHIMNEY SHALL BE FACED WITH 1 ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF 3 -6 BELOW FINAL GRADE. - - - - - - - - - - - - D. PROVIDE MINIMUM 6" BEARING AT EACH END. I 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS. CONTRACTOR SHALL NOTE SOIL AND WATCR CONDITIONS AS SHOWN BY E. LINTELS OVER 6'-0" SHALL BE FIREPROOFED. Y" APA GRADED FIRE-RETARDANT PLYWOOD GLUED & SCREWED TO STUDS. WHERE WALLS EXCEED 4'-0" IN WIDTH, INSTALL I - - - - - - - - - - - - DIAGONAL METAL BRACING AT INSIDE FACE OF CHIMNEY AT ALL FOUR WALLS I BORINGS AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS. - _ _ _ _ - _ _ - _ _ - 10. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION 20. WHERE CANTILEVERED BEAMS ARE INDICATED, THE FAR CONNECTOR SHALL BE CAPABLE OF RESISTING AN UPLIFT OF 2500 LBS. I - - - - _ _ _ - _ - _ _ CONCRETE OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. MIN., U.N.O. I I I 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS. WOOD STRUCTURAL PANEL SHEATHING 21. NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL. I A. AMERICAN CONCRETE INSTITUTE (ACI) "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" 22. WOOD HEADER SCHEDULE ] seal&signature (ACI 318), LATEST EDITION PER GOVERNING BUILDING CODE. 1. PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE END USE: "EXTERIOR" (PERMANENT ROUGH OPENING WIDTH HEADER I G' Ne1� B. ACI "MANUAL OF CONCRETE PRACTICE" LATEST EDITION EXPOSURE), OR "EXPOSURE I" CONSTRUCTION EXPOSURE ONLY �� ✓y ( ) s „ ( ) LESS THAN 3'-0" (2) 2 WALL (3) 2 WALL I /�P tiA I C. CONCRETE REINFORCING STEEL INSTITUTE CRSI "MANUAL OF STANDARD PRACTICE" LATEST EDITION I 2. FLOOR SHEATHING: NOM. / THICK T&G PLYWOOD (48/24 SPAN RATING), APA STURD-I-FLOOR, OR ADVANTECH SUBFLOOR. 3'-1 TO 4'-0" (2) 2 x 8 (3) 2 x 8 I zP 2. ALL CONCRETE COMPOSITE ON METAL DECK SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF " " I 4 -1 TO 6 -0 (2) 2 x 10 (3) 2 x 10 3,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. 3. ROOF SHEATHING (STANDARD): NOM. 1" THICK T&G PLYWOOD (60/32 SPAN RATING) OR %4" THICK T&G STRUCTURAL WOOD 6'-1" TO 8'-0" I (2) 2 x 12 (3) 2 x 12 1 1 . . 9 , Y DECKING. I 3. ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS, OVER 8'-0" SEE PLANS SEE PLANS UNLESS OTHERWISE NOTED. 4. ROOF SHEATHING (UNDER SLATE OR CLAY TILE): NOM. 34" THICK T&G PLYWOOD (48/24 SPAN RATING). NOTE: PROVIDE (1) JACK STUD FOR SPANS LESS THAN 4'-0' WIDE, I 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY COATED WHEN CALLED (2) JACK STUDS FOR SPANS LESS THAN 8'-0" WIDE, � key plan I OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI DETAILS AND DETAILING OF REINFORCEMENT", (3) JACK STUDS FOR SPANS OVER 8'-0" WIDE. (ACI 315), LATEST EDITION. 6. WALL SHEATHING (BEHIND SLATE, CLAY TILE, OR MASONRY VENEER): NOM. Y4" THICK PLYWOOD (48/24 SPAN RATING). 23. ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED G185 (1.85 OZ OF ZINC PER ' I 5. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A1064, WITH A MINIMUM YIELD STRENGTH OF 65,000 PSI. 7. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. SQUARE FOOT). ALTERNATIVELY, STAINLESS STEEL CONNECTIONS MAY BE USED. FASTENERS SHALL MATCH THE HANGER FINISH AND MATERIAL. 1 6. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60. 8. LEAVE Ys" SPACE AT ALL PLYWOOD PANEL END JOINTS AND Ya" SPACE AT ALL PANEL EDGE JOINTS. 1 24. WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS, PROVIDE FULL-SECTION BLOCKING FOR 3 BAYS ® 4'-0" O.C. MAX. WHERE SHEATHING IS NOT CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST. PROVIDE 18 GA x 1-1/2" I 9. UNLESS NOTED OTHERWISE, WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS ® 4 O.C. AT EACH SHEET I 7. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. MINIMUM CONCRETE PERIMETER AND 12" O.C. ELSEWHERE. PROVIDE 2x6 BLOCKING AT ALL FREE EDGES. x 1'-0" (MIN.) FLAT TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS. BETWEEN SLEEVES SHALL BE 6". 10. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON NAILS @ 6" O.C. AT EACH SHEET 25. ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH Y2" DIA. HEADED ANCHOR BOLTS (ASTM 8. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. F1554 @ 4'-0" O.C. AND WITHIN 12" OF ALL SILL PLATES SPLICES. MIN, 7" EMBED. � PERIMETER AND 12" O.C. ELSEWHERE. ) ( ) I 9. PROVIDE CLEARANCE FROM FACE OF CONCRETE TO REINFORCEMENT AS FOLLOWS: 11. ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED ADHESIVE AND #8 SCREWS SLABS" 3 " ] 6 O.C. AT EACH SHEET PERIMETER AND 12 O.C. ELSEWHERE, UNLESS NOTED OTHERWISE. Y" I client BEAMS, COLUMNS: 1 FOOTINGS: 3 EXTERIOR WALLS: 2" FOR #6 OR LARGER, 1 Yz" FOR #5 OF SMALLER ENGINEERED WOOD PRODUCTS Dana Ben Ari&Nikola Duravicevic I INTERIOR WALLS: /4" I 282 Washington Avenue WOOD I-JOISTS: PROVIDE ENGINEERED WOOD I-JOISTS, SIZES AND SERIES AS SHOWN, AS MANUFACTURED BY WEYERHAEUSER OR Brooklyn 10. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS, NY 11205 CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. INCLUDING CONSTRUCTION BRACING, MINIMUM BEARING LENGTHS, WEB STIFFENERS, SQUASH BLOCKS, BLOCKING, KNOCK-OUTS AND HOLES, ETC. architects 1] 11. CLEAN AND ROUGHEN TO 4" AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW CONCRETE PRIOR TO PLACEMENT. Shenton Architects LLP 195 Plymouth Street 2. RIM BOARDS: PROVIDE CONTINUOUS 1 Y" THICK RIM BOARDS, TIMBERSTRAND LSL AS MANUFACTURED BY WEYERHAEUSER OR I 12. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND EMBED ITEMS. APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR I Brooklyn I 13. WELDED WIRE REINFORCEMENT IN COMPOSITE CONSTRUCTION SHALL HAVE TENSION SPLICES AND BE ANCHORED AT DISCONTINUOUS PLATFORMS. NY 11201 EDGES. 3. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM PSL AS MANUFACTURED BY I SO- IL I WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS I 68 Jay Street,#501 CONCRETE BLOCK AND DETAILS. Brooklyn NY 11201 I I 1. ALL CONCRETE BLOCK WORK SHALL CONFORM TO THE "NATIONAL CONCRETE MASONRY ASSOCIATION TEK MANUAL FOR DESIGN AND 4. GLUED LAMINATED TIMBER (SOFTWOOD): PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, IN ACCORDANCE WITH AITC 117-84 DESIGNstructuralengineer_ _ _ _ _ _ _ _ ] CONSTRUCTION OF CONCRETE MASONRY," LATEST EDITION AND "ACI 530-BUILDING CODE REQUIREMENTS FOR MASONRY STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES. UNLESS NOTED OTHERWISE, ALL DESIGN LOAD PARAMETERS Siiman STRUCTURES", LATEST EDITION PER GOVERNING CODE. NS SHALL BE SOUTHERN PINE. 32 Old Slip, 10th Floor 2. CONCRETE BLOCK SHALL BE OF LIGHTWEIGHT AGGREGATE AND CONFORM TO THE FOLLOWING STANDARDS: SOLID/HOLLOW BLOCK: 5. ROOF TRUSSES: PROVIDE PRE-ENGINEERED ROOF TRUSSES, AS SHOWN ON THE DOCUMENTS, TO RESIST LOADS TABULATED ON THIS GOVERNING CODE: I New York � ASTM C90. SHEET INCLUDING NET UPLIFT). INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND NYS RC 2010 I NY 10005 DETAILS. FABRICATOR SHALL SUBMIT LAYOUT PLANS AND ENGINEERING DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. BUILDING CATEGORY: I _ I� mep engineer I NET AREA COMPRESSIVE STRENGTH NET AREA COMPRESSIVE STRENGTH POST INSTALLED ADHESIVE AND MECHANICAL ANCHORS ROOF SNOW LOAD: I 2LS Consulting Engineers OF CONCRETE MASONRY UNIT, PSI OF MASONRY ASSEMBLY, F'm, PSI 20 PSF P9 GROUND SNOW LOAD I 150 West 30th Street USING TYPE S MORTAR 20 PSF Pr FLAT ROOF SNOW LOAD I New York 1. POST INSTALLED ANCHORAGE SHALL BE INSTALLED PER MANUFACTURER TECHNICAL DATA TO INTACT BASE MATERIAL. NOTIFY 0.9 C, SNOW EXPOSURE FACTOR NY 10001 ENGINEER OF RECORD PRIOR TO INSTALLATION IF BASE MATERIAL CONDITION DEVIATES FROM STRUCTURAL DRAWINGS OR 1.0 I, SNOW LOAD IMPORTANCE FACTOR 1 1900 1500 MANUFACTURER TECHNICAL DATA. 1.0 Ct THERMAL FACTOR civil engineer 2800 2000 WIND LOAD. I g eer 2. MANUFACTURER DATA FOR ALTERNATE ANCHORAGE PROPOSED BY CONTRACTOR SHALL BE SUBMITTED TO ENGINEER OF RECORD FOR 120 MPH V BASIC WIND SPEED (3-SEC. GUST) I DB Bennett 3750 2500 REVIEW AND APPROVAL. SUBMITTAL SHALL INCLUDE THE ICC EVALUATION SERVICE REPORT WITH ICC TESTED CAPACITY MEETING OR 1.0 IM WIND IMPORTANCE FACTOR 20 Inkberry Street 4800 3000 EXCEEDING CAPACITY OF ANCHORAGE SPECIFIED IN CONTRACT DOCUMENTS. C WIND EXPOSURE(S) East Hampton ±0.18 GC p, INTERNAL PRESSURE COEFF. I NY 11937 UNLESS OTHERWISE NOTED ON PLANS AND/ OR ELEVATIONS, CONCRETE BLOCK UNIT STRENGTH SHALL BE 1900 PSI MIN. 3. UNLESS OTHERWISE INDICATED, POST INSTALLED ANCHORAGE SHALL BE ADHESIVE TYPE HILTI HIT-HY200 INTO CONCRETE OR 28 PSF q„ C&C VELOCITY PRESSURE AT MEAN ROOF HEIGHT _ _ _ _ _ _ _ _ _ NOTE: CONCRETE BLOCK WITH UNIT STRENGTH HIGHER THAN 1900 PSI GENERALLY REQUIRE LONGER DELIVERY LEAD TIMES. HILT]-HIT HY70 INTO BRICK MASONRY OR GROUT FILLED CMU OR UNGROUTED CMU BASE MATERIAL. ] surveyor I 3. ALL MORTAR SHALL BE ASTM C270, TYPE S. 4. EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. UNLESS NOTED ON THE Nathan Corwin Land Surveyor I Rd. Main DRAWINGS THAT THE EXISTING REBARS CAN BE CUT, THE CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND 1586 M in 4. ALL GROUT FOR FILLING CELLS SHALL BE ASTM C 476 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI BUT NOT LESS THAN SHALL UNDERTAKE TO LOCATE THE POSITION OF THE REINFORCING BARS BY A MEANS APPROVED BY THE ENGINEER OF RECORD. I 1586 rt THE COMPRESSIVE STRENGTH OF THE MASONRY ASSEMBLY, F'M". WHERE GROUT CELLS DO N01• EXCEED 4" IN DIAMETER FINE I NY 11947 GROUT SHALL BE USED. I I project title 5. ALL BLOCK DIMENSIONS INDICATED ON STRUCTURAL PLANS ARE NOMINAL DIMENSIONS. 1 East Marion House I 6. ALL CONCRETE BLOCK BELOW GRADE SHALL BE FILLED SOLID WITH GROUT. Rocky Point Road, East Marion, NY I 7. CONCRETE BLOCK BELOW BEAM OR TRUSS BEARING POINTS SHALL BE FILLED SOLID FOR A MINIMUM OF TWO COURSES IN DEPTH AND A MINIMUM OF 32" IN WIDTH, U.O.N. drawing title I 1 . INSTALL STANDARD WEIGHT LADDER JOINT REINFORCEMENT AT 16" 0/C (SPACED VERTICALLY). GENERAL NOTES I 9. UNLESS NOTED OTHERWISE ALL MASONRY WALLS SHALL BE REINFORCED WITH #4®48" 0/C VERTICAL. GROUT ALL REINFORCED I CELLS SOLID. PROVIDE DOWELS TO MATCH VERTICAL REINFORCING AT FOUNDATION. I I 1 10. WHERE CMU IS SUPPORTED ON STRUCTURAL STEEL MEMBERS, PROVIDE WELDED REBAR DOWELS BETWEEN STEEL AND CMU. DOWELS status Permit Project no. 1410 I I TO MATCH SIZE AND SPACING OF CMU REINFORCEMENT, AND MUST PROVIDE FULL TENSION LAP SPLICE WITH CMU REINFORCEMENT. ] scale AS NOTED drawn by DOWELS MUST BE WELDABLE AND CONFORM TO ASTM A706, GRADE 60. I I date 02.05.2016 page 5 Of 14 I I I I drawing no. I I S-200 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _' SILMAN #15989 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — All dimensions to be checked on site.Do not scale. i STANDARD HOOK 1 1 2 "X" (MIN.) (TYP.) 2-#4 TIES @ 3" O.C. AT TOP OF PIER, BASE PLATE, SEE 1 REMAINDER AS PER SCHEDULE TYPICAL DETAIL 2 ISOLATION JOINT AT COLUMN ISOLATION JOINT AT COLUMN I a 1 .• a; .° ' • ° ' q' ° d (SEE TYP. SLAB ON GRADE (SEE TYP. SLAB ON GRADE DETAIL) I DETAIL) TOP LEVEL CONCRETE SLAB I ° BEAMS AND/OR T.O. SLAB I SLABS 1 / 3MAX. EL. SEE PLAN -x' .. :.a 1 a 2 SPACES ® 3" MAX. 2'-0" ° a a A. \�\\ FOR REINFORCING in - T.O. PIER io I SEE WALL SECTIONS _ EL. SEE PLAN 1 Ad I MAX. PIER REINF. - SEE PLAN 5 AND SCHEDULE 2" CLR. TYP. 1 ° DIM "A" ANCHOR BOLTS, SEE I g a \ CONTINUOUS BEND AT TOP OF SLAB =cn ' I G \\�� WALL FOOTING1 TYPICAL DETAILS A a ° I \ \ //\� MAXIMUM SLOPE OF N COMPRESSION SPLICE LONGITUDINAL BARS / �M SLOPE BY CONTRACTOR 6 OFFSET BAR (MIN.) TENSION SPLICE SEE COLUMN SCHEDULE ° _ V (OTHERWISE USE WHERE REQUIRED BY B.O. FOOTING - 1' 0" TO MAINTAIN SOIL Q ALTERNATE 90' AND 3" CLR. MIN. STABILITY, VERIFY WITH SEPARATE DOWELS) = ENGINEER 180' STANDARD HOOKS EL. SEE PLAN I GEOTECHNICAL ENGINEER � � INTERMEDIATE LEVEL a I 1 TYPICAL DETAIL COMPRESSION SPLICE BEAMS AND/OR SLABS •. I (MIN.) TENSION SPLICE • FOR COLUMN SIZE TYPICAL DETAIL7F I i STEPPED WALL FOOTING WHERE REQUIRED 3" MAX. SLAB OR BEAM BARS SEE COLUMN LO d° 1 BY ENGINEER 2 SPACES @ 3" SCHEDULE STEEL COLUMN CONCRETE PIER AND FOOTING i VERTICAL BARS SEE STANDARD 90' 1 1 COLUMN SCHEDULE USE SEPARATE DOWELS HOOKS ALTERNATE NOTES: 1 I #3 ®12"o/c SAME QUANTITY AND NOTES: CORNERS EACH WAY TIES _ SIZE AS VERTICAL BARS 1 IN OFFSET COLUMN FACE 1. PIER SIZE TO BE 3" LARGER THAN COLUMN BASE PLATE ALL ROUND U.O.N. ON PLAN. I 3 CL. HOOKED #3 DOWEL ® FOR COLUMN SIZE BELOW, IF DIAGONAL BEND 1. TIE SIZE #3 FOR LONGITUDINAL BARS UP TO 2. SEE PLAN AND FOOTING SCHEDULE FOR FOOTING SIZE AND REINFORCING. 18" o/c W/ MIN 2-Y" SEE SCHEDULE IS NOT USED #9 AND #4 BARS #10, #11, #14 & #18 3. IF PIER HEIGHT IS LESS THAN 2'-6", EXTEND COLUMN DOWELS INTO FOOTING. SEE ' EMBEDMENT IN iv a in COLUMN SCHEDULE FOR SIZE AND REINFORCING. .�_• 2. TIE SPACING NO GREATER THAN: 4. T = SLAB THICKNESS - SEE PLANS. I HY-200 ADHESIVE OR � •� •� " T � COMPRESSION SPLICE I "S"=TIE SPACING. SEE 1 a: APPROVED EQUAL $ ' $:: a'a (MIN.) TENSION SPLICE in TYPICAL COLUMN OA 16 x DIAMETER OF LONG BARS. ° WHERE REQUIRED BY 1 ENGINEER CROSS-SECTION FOR SIZE, = ARRANGEMENT, DETAILS AND © 48 x DIAMETER OF TIES 1 I ROUGHEN TO Ya" AMPLITUDE OR �N SPACING OF TIES. C MINIMUM DIMENSION OF COLUMN COAT CONTACT SURFACE WITH COMPRESSION DEVELOPMENT O PIER REINFORCING SCHEDULE 1 1 AT SUPPORTED SLAB LATEX BONDING AGENT AT SLAB ON GRADS LENGTH (MIN.) TENSION DOWELS, SAME QUANTITY 3. EVERY CORNER AND ALTERNATE LONGITUDINAL 1 i DEVELOPMENT WHERE AND SIZE AS COLUMN BAR SHALL HAVE LATERAL SUPPORT PROVIDED MIN. VERTICAL 1 REQUIRED BY ENGINEER VERTICAL BARS BY CORNER OF A TIE HAVING AN INCLUDED PIER SIZE BARS CLOSED TIES 1 NOTES: ANGLE OF NOT MORE THAN 135' AND NO BAR 1 FOOTING, PILE CAP SHALL BE FARTHER THAN 6" CLEAR OF EITHER 10" x 10" 4 - #5 #3 © @10"o/c 1. FOR SIZE AND LOCATION SEE ARCHITECTURAL AND MECHANICAL DRAWINGS. 1 PIER OR BUTTRESS SIDE FROM SUCH A LATERALLY SUPPORTED BAR. 16" x 16" 4 - #6 #4 © X10"o/c I 2. CONCRETE FOR PADS SHALL BE NORMAL WEIGHT WITH Vc = 4,000 PSI. SEE FOUNDATION PLAN I HOOK IN FOOTING TYPICAL DETAIL 18" x 40" 8 - #7 #4 © ®12"o/c I TYPICAL DETAIL EQUIPMENT PAD TYPICAL DETAIL CONCRETE COLUMN CROSS SECTION OF CONCRETE COLUMN 20" x 20" 8 - #5 #4 ©10"o/c I SCALE: 3/"=1'-0" 22" x 22" I I NOTE: REINFORCING SHALL BE NO LESS THAN SCHEDULED 1 UNLESS NOTED OTHERWISE. I SAW CUT SLAB ON GRADE 1 1Y" DEEP SLAB REINFORCEMENT 1-#4 CONT. I W.W.F. SLAB ON GRADE (MESH OR REBAR) I SEE PLAN THICKNESS "t" FOR DIM.OL I JOINTS I I IX I T.O. SLAB EL. —�c=x 4 EL. (SEE PLAN a T.O. SLAB EL. 2-#4 @ 3"x4'-0" LONG °'� ' D X EL. (SEE PLAN COLUMN, PIER OR BUTTRESS 1 DOWELS SAME SIZE AND ADDITIONAL AT ALL I revisions 1 J 1 REENTRANT CORNERS SEE PLAN FOR ,\\✓�\\f/\ V NUMBER AS COLUMN OR PIER - - - - - - - - - - - - DEPTH OF THICKENED 2 SLAB THICKNESS FOR VERTICAL BAR SPLICE • ' 1 1 SLAB = 1Y" TIME SLAB (TYP.) 1 -0 \� REINFORCEMENT ABOVE _ _ _ _ _ _ _ _ _ _ _ ^� ( ) SEE "TYPICAL DETAIL 1 THICKNESS "t" 2"x3" CONTINUOUS �� SLAB EDGE CONCRETE COLUMN" ISOLATION JOINT Y2" MIN. 1 _ - _ - _ _ _ _ _ _ _ - KEY SEE TYPICAL SLAB ON GRADE DETAIL I - - - - - - - - - - - - I ORNCRETE PIERST EL COLUMN : .. :..• . : . - - - - - - - - - - - - • - - - - - - - - - - - - I SEE PLAN) STEP LESS THAN OR EQUAL �.: . TO SLAB THICKNESS i - - - - - - - - - - - - SAWED CONTRACTION JOINT CONSTRUCTION JOINT ISOLATION JOINT AT COLUMN ADDITIONAL REINFORCEMENT � ' <•:•. '•• : : '.. CONCRETE SLAB I AT ALL RE-ENTRANT CORNERS o seal&signature MAXIMUM DISTANCE BETWEEN B.O. FOOTING • I E"0 F CONTRACTION JOINTS IN INCHES E IS 36 TIMES SLAB THICKNESS L. SEE PLAN P� E R Op � 1 3 CL. I �, NOTES: I � � n I 1. FOOTINGS SHALL BEAR ON FIRM U • WATERSTOP 2 -6 UNDISTURBED SOIL WITH A MINIMUM I � BEARING CAPACITY AS SPECIFIED IN THE GENERAL NOTES. I #4 12" #4 CONT. I I 3�8 CONCRETE SLAB d T.O. SLAB EL. 2. FOR SIZE, DEPTH AND REINFORCING SEE FOOTING SCHEDULE. � � - q .M I v 2" COVER MIN. (OR F. REQ'D NOTES: EL. (SEE PLAN x 3. FOR TIES VERTICAL BAR SPLICE AND DEVELOPMENT AND ADDITIONAL _10 " INFORMATION SEE "TYPICAL DETAIL CONCRETE COLUMN". I key plan I = 6"x6" W2.0 x W2.0 W.W.F. BY WATERSTOP MANUF.) a I • d ° '' 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS #4 12' 1 WHERE EACH SINGLE STRIP DOES NOT EXCEED 36 TIMES �\ T.O. SLAB EL. = rcz�3 � SLAB THICKNESS WIDTH IN INCHES. 2 �, a' EL. (SEE PLAN TYPICAL DETAIL SPR 1 ° WATERSTOP d D 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A 1 w g SPREAD 1 MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB �/�\ N a FOOTING AT CONCRETE N C R ETE C0LUMN I • • THICKNESS. JOINTS SHALL BE SAWED NO LATER THAN 24 1'-0" HOURS AFTER CONCRETE IS PLACED. 2-#4 TOP & i BOT. CONT. 1 /jC VAPOR BARRIER 3. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED d d TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE 10 MIL POLYETHYLENE • ; 6" GRAVEL OR CONTENT. 1 VAPOR BARRIER �'� FOOTING SCHEDULE A . CRUSHED STONE STEP GREATER THAN I UNDISTURBED °' SLAB THICKNESS SOIL OR FILL 6" GRAVEL OR UNDISTURBED SOIL CRUSHED STONE OR FILL FOOTING SIZE BOTTOM REINFORCING TOP REINFORCING I client MARK REMARKS I Dana Ben Ari&Nikola Duravicevic LENGTH x WIDTH DEPTH LONG WAY SHORT WAY LONG WAY SHORT WAY 1 282 Washington Avenue 1 F3.0 S-0" x 3'-0" 1'-0" #5 ® 12" 0/C #5 ® 12" O/C Brooklyn SLAB ON GRADE SLAB-ON-GRADE & WALL INTERFACE NY 11205 I i F4.0 4'-0" x 4'-0" 1'-0" #5 @ 12" 0/C #5 ® 12" 0/C I TYPICAL DETAILS SLAB ON GRADE TYPICAL DETAIL STEP IN SLAB ON GRADE F5.0 x4.0 5'-0" x 4'-0" 1'-o" #5 ® 12" O/C #5 ® 12" O/C I architects - 1 F11.0 x 7.0 11'-0" x 7'-0" '- " 5 ® 12" 0 C 5 Shenton Architects LLP 1 SCALE: Yz"=1'-0" 1 0 # / # 12 0/C I 195 Plymouth Street 1 Brooklyn NY 11201 SO- IL CONTRACTION JOINT 1 68 Jay Street,#501 I SCORE WITH TROWEL UJ Brooklyn I 6x6—W2.0 x W2.0 GALVANIZED DETAIL A—A � I NY 11201 W.W.F. 1 Y" BELOW TOP OF SLAB EXPANSION z _ _ _ _ _ _ _ _ _ _ _ - JOINT o I structural engineer I Silman 32 Old Slip, 10th Floor .. New York I NY 10005 mep engineer 2LS Consulting Engineers z 1 150 West 30th Street 1 0 o I New York I NY 10001 UJUJI — — — — — — — — — - I civil engineer Iry DB Bennett 20 Inkberry Street CONTRACTION EXPANSION `� " CONC. WALL I East Hampton JOINT JOINT I NY 11937 MAXIMUM MAXIMUM is"x 2" COLLAR ADDITIONAL BARS AT _ _ _ 1 SPACING SPACING S Q TOP OF OPENING - I surveyor - 1 = 5'-0" = 15'-0" HORIZONTAL REINFORCING TO ALL AROUND (2 #5) RUN THRU UNINTERRUPTED d I Nathan Corwin Land Surveyor I 1586 Main Rd. 1 NOTES: CAULK TRANSVERSE � PROVIDE ADDITIONAL BARS I Jamesport 1. UNDISTURBED SOIL OR FILL COMPACTED TO 95% CONTINUOUSLY PARALLEL TO SIDES OF OPENING, 1 Ja espo 1 OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT FOR INSIDE - --�� - I - PIPE EQUAL TO AREA OF INTERRUPTED 1947 LONGITUDINAL DIAMETER, SEE BARS 2-#5 MIN. I project title 1 REMOVE ORGANIC MATERIAL. = BARS a • a � a UTILITY/PIPING 2. BROOM FINISH UNLESS NOTED OTHERWISE. ® a �� _ 4 DWGS. d (1)-#5 BAR ADDITIONAL I East Marion House • e, e aVA a d �, d EACH FACE OF WALL 1 Rocky Point Road, East Marion, NY ROLLED PLATE OR PIPE i d . " o • d WITH Y" MIN. WALL THK. ' a (4) #3 BARS WATERSTOP DEVELOPMENT LENGTH I 1 - Y PREMOLDED •• � . a � drawing title JOINT FILLER I 1 1 t-o,. (CONT.) 1 y„ NOTES: NOTE: I TYPICAL DETAILS I SPACE ADJACENT TO PIPE SLEEVES 1. HOOK ALL BARS INTERRUPTED BY OPENING. 1 DETAIL A-A MAXI UM POUR LENGTHS: A MINIMUM DISTANCE APART. EQUAL 1 I TO WALL THICKNESS. 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT FOUNDATION WALL = 80 -0 LENGTH BEYOND OPNG., VERTICAL BARS TO I status Permit Project no. 1410 BE FULL STORY HEIGHT. I scale drawn by I TYPICAL DETAIL - AS NOTED 1 EXTERIOR PAVING TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL I date — — — — — page — — — TYPICAL DETAIL STEP IN ONE—WAY SLAB CONSTRUCTION JOINT CONCRETE WALL PIPE SLEEVE IN CONCRETE WALL I 02.05.2016 sof 14 OPENINGS IN CONCRETE WALLS drawing no. I I I 1 s-201 SILMAN#15989 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — I All dimensions to be checked on site.Do not scale. I I STANDARD HOOK + I WHERE CONTINUOUS TOP BARS OCCUR IN ADJOINING SPANS, LAPS SHALL BE CLASS 1 A TENSION SPLICE AT MIDSPAN. MINIMUM 1 CONTINUOUS TOP BARS, FOR AT LEAST 50% BUT 50% As TOP BUT NOT LESS THAN 2 BARS I CONTINUOUS THRU SUPPORT NUMBER AND SIZE SEE BEAM NOT LESS THAN 2 I SCHEDULE. MINIMUM 50% As BOTTOM BARS 1 ( EXTEND TOP BARS TENSION I TOP OR 2 BARS, WHICH EVER CONTINUOUS THRU DEVELOPMENT LENGTH BEYOND IS GREATER, TO BE CONTINUOUS SUPPORT, SCLASS A SPAN IN WHICH BAR IS REQ'D.TENSIO1 TENSION AS REQUIRED GREATER OF z 1 DEVELOPMENT •25 L, .33 L, OR .33 L2 I „ LENGTH TOP OF BEAM Ln LENGTH �' I I 1Y CLEAR AND SLAB I TO STIRRUPS EXTEND REINFORCING NON—CONTINUOUS I ~ � BEAM TOP BARS WHERE POSSIBLE, TOP REINFORCING � 1 SLAB TOP BARS OTHERWISE PROVIDE 50% As TOP 50% As TOP STANDARD HOOK —_ — — — TEE—INTERSECTION I — — — — TIES OR STIRRUPS 0 1 I w 10BO �.w — SEE BEAM SCHEDULE 1 4" MIN. 1Y2" CLEAR mss/ S S o 0 I . TO STIRRUPS _ I � a r I CLOSED STIRRUPS „ „ (HOOPS) SEE SCHEDULE s/ S S S S s/ .125 CL. SPAN L2 STANDARD HOOK o 1 I Z Cn I 1Y2" CLEAR BEAM FOR STIRRUP SPACING "S" ``' I TO STIRRUPS WIDTH SES BEAM SCHEDULE .125 CL. LAP DIMENSIONS "LS" ~ g SPAN L, IF BOTTOM REINF. FOR BEAM BOTTOM SECTION AT INTERIOR BEAMS BARS, SEE BEAM I IS CONTINUOUS 1 SCHEDULE AT SUPPORT I 3" CLEAR FOR GRADE BEAMS TOP REINFORCING FOR BEAMS WHERE EFFECTIVE 1 1 (FOR OTHERS SEE SECTION) DEPTH 'd' EXCEEDS 36" PROVIDE TENSION 1 (IF NONE INDICATED TOP CLOSURE TO " PROVIDE 2— 5 " SKIN REINFORCEMENT PER TABLE LAP SPLICE 1Yz CLEAR � 1Y2 CLEAR MATCH -U—STIRRUP STOP DISCONTINUOUS REINFORCING HERE. TO STIRRUPS CONTINUOUS AT TO STIRRUPS SIZE SPACING AT BEAMS SUPPORTING CONCENTRATED BUT NOT LESS THAN #4 @ 12" STIRRUPS) LOADS EXTEND ALL BARS INTO O.C. EACH FACE SUPPORTS UNLESS OTHERWISE NOTED CORNER 1 NOTE: CL o ° 11'2" CLEAR o 106 1Y2" CLEAR 1 1 TO STIRRUPS 4 MIN. a° TO STIRRUPS WIDTH OF CLEAR SPAN Li WIDTH OF SPAN L2 FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE TABLE. 1 10BO 1 I m 4" MIN. .. CLOSED STIRRUPS m SUPPORT SUPPORT (HOOPS) SEE ° U—STIRRUPS WITH SCHEDULE 135• HOOKS NON CONTINUOUS END CONTINUOUS END TYPICAL DETAIL I 1Y CLEAR 1Y CLEAR TO STIRRUPS BEAM BO TOORCING TO STIRRUPS BEAM BO REINFORCING TTOM SKIN REINFORCEMENT HORIZONTAL REINFORCEMENT AT CORNERS I WIDTH WIDTH Depth, d Spacing A b min. a2 AND JUNCTIONS OF WALLS AND BEAMS SECTION AT PERIMETER BEAMS ALTERNATE CLOSED STIRRUP PROFILE (ssk )max. in. (s sk )max. In. I 1 36 6 0.032 1 42 7 0.084 1 TYPICAL DETAIL CONCRETE BEAM 60 0 0�3o DEFORMED BAR TENSION DEVELOPMENT LENGTH DEFORMED BAR TENSION LAP SPLICE — CLASS B I I 72 12 0.51 FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS FOR NORMAL WEIGHT STONE CONCRETE & UNCOATED BARS 1 I I 84 12 0.65 I BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI 1 SIZE CONCRETE CONCRETE CONCRETE CONCRETE SIZE CONCRETE CONCRETE CONCRETE CONCRETE BEAM SCHEDULE CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II CASE I CASE II 1 I I #3 17 25 15 22 13 20 12 18 REINFORCEMENT 3 22 33 19 28 17 25 16 23 BEAM BEAM DIMENSIONS #4 29 43 25 37 23 34 21 31 1 I MARK B x D TOP BOTTOM STIRRUPS CLEAR COVER #4 22 33 19 29 17 26 16 24 1 revisions #5 36 54 31 47 28 42 26 38 — — — — — — — — — — — — BARS BARS (EACH END) #5 28 42 24 36 22 32 20 30 1 I " " '� #6 43 65 37 56 34 50 31 46 B1 12 x 42 3 — #5 4 — #8 #3 ® 6 0/C 1Y2 #6 33 50 29 43 26 39 24 35 I — — — — — — — — — — — — 1 " #7 48 72 42 63 38 56 34 51 — — — — — — — — — — — — I G82 10" x 14" 2 — #4 2 — #7 #3 ® 5" 0/C 2 7 63 94 54 81 49 73 45 67 I #8 55 83 48 72 43 64 39 59 #8 72 107 62 93 56 83 51 76 1 — — — — — — — — — — — — I GB3 12" x 18" 2 — #4 2 — #6 #3 ® 6" 0/C 3" #9 62 93 54 81 48 72 44 66 #9 81 121 70 105 63 94 57 86 I #10 70 105 61 91 54 81 50 74 #10 91 136 79 118 71 106 64 96 1 — — — — — — — — — — — — I NOTES: #11 101 151 87 131 78 117 71 107 1 #11 78 116 67 101 60 90 55 82 1 — — — — — — — — — — — I 1 1. #3 STIRRUPS SHALL BE PLACED AT 12"o/c THROUGHOUT SPAN WHERE NOT SPECIFIED. I seal&signature 2. " * " INDICATES HAUNCHED BEAM. SEE TYPICAL DETAIL. DEFORMED TENSION BAR NOTES: ct� DEFORMED BAR COMPRESSION DEFORMED BAR COMPRESSION I Ez A OO 1. FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT, TENSION DEVELOPMENT LENGTH LAP SPLICE 1 p DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.3x THE VALUES GIVEN. I �, FOR NORMAL WEIGHT STONE CONCRETE FOR NORMAL WEIGHT STONE CONCRETE I 2. FOR EPDXY—COATED BARS: c� Ir 1 a. WHERE CONCRETE COVER IS LESS THAN 3x BAR DIAMETER, OR CLEAR SPACING IS LESS THAN & UNCOATED BARS & UNCOATED BARS 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.5x THE VALUES GIVEN. BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI BAR 3000 PSI 4000 PSI 5000 PSI 6000 PSI A, ,;, SIZE CONCRETE CONCRETE CONCRETE CONCRETE SIZE CONCRETE CONCRETE CONCRETE CONCRETE I - `� 4 = =� 1 b. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3x BAR DIAMETER AND CLEAR SPACING IS GREATER THAN 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH #3 g g g 8 #3 12 12 12 12 1 key plan I SHALL BE 1.2x THE VALUES GIVEN. #4 11 10 9 9 #4 15 15 15 15 I 1 CASE Il CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN BAR DIAMETER, CLEAR #5 14 12 12 12 #5 19 19 19 19 1 COVER NOT LESS THAN BAR DIAMETER, AND STIRRUPS OR TIES THROUGHOUT DEVELOPMENT LENGTH #6 17 15 14 14 #6 23 23 23 23 1 1 NOT LESS THAN THE CODE MINIMUM OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2x BAR DIAMETER AND CLEAR COVER NOT LESS THAN BAR DIAMETER. #7 20 17 16 16 #7 27 27 27 27 1 I CASE II: OTHER CASES #8 22 19 18 18 #8 30 30 30 30 I 1 #9 25 22 21 21 #9 34 34 34 34 1 1 #10 28 25 23 23 #10 39 39 39 39 1 I #11 31 27 26 26 #11 43 43 43 43 1 I I 1 I I client I Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue I I Brooklyn INY 11205 1 1 architects I I Shenton Architects LLP 1 195 Plymouth Street 1 1 Brooklyn 1 NY 11201 I I SO-IL 1 68 Jay Street,#501 I 1 Brooklyn NY 11201I 1 I structural engineer 1 Silman 32 Old Slip, 10th Floor I New York I NY 10005 I — — — — — — — — — — — — 1 mep engineer 1 I 2LS Consulting Engineers 1 I 150 West 30th Street New York I NY 10001 I I 1 civil engineer 1 DB Bennett 1 I 20 Inkberry Street I East Hampton NY 11937 I — — — — — — — — — — — — 1 surveyor 1 1 Nathan Corwin Land Surveyor I 1586 Main Rd. 1 1 Jamesport INY 11947 I project title I East Marion House 1 1 Rocky Point Road, East Marion, NY I I I 1 drawing title I I 1 TYPICAL DETAILS II I I 1 I I I status Permit project no. 1410 1 — — — — — — — — — scale AS NOTED drawn by I — — — — — — — — — — — I date 02.05.2016 page 7 of 14 I drawing no. I I I S-202 I 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SILMAN #15989 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I All dimensions to be checked on site.Do not scale. I I I I COLUMN I I PIPE/TUBE COLUMN SHEAR PLATE BASE PLATE SHEAR PLATE Y4" MINIMUM Y4" CAP PLATE Y4" MINIMUM I _ CENTERLINE STEEL POST I I STEEL BEAM 3/s STEEL BEAM U) o AND STEM WALL Y2 u X " I I + + I I I I + POST BASE PLATE; SEE PLAN I I I + + I I I I _-L. I FOR SIZES AND S-203 FOR TYPICAL DETAIL i y I STEEL POST I ( I + I ( + I " NON-SHRINK GROUT (4) -Y4DIA. HEADED 1Y4" LSL RIM BOARD; I I ANCHOR RODS. EMBED. I I 1'-4" MAX. OR TO WITHIN CONTINUOUS WATERSTOP, CONTINUOUS I I n 3 OF BOTTOM OF TYPICAL I t l I I I FOOTING I I T.O. FINISH FLOOR I I Y 12 CMU I j EL. SEE PLAN I I I Y4 FOUNDATION I T.O. FOUNDATION STEM WALL I EL. SEE PLAN • T.O. JOISTS SHEAR PLATE I I PIPE TUBE COLUMN 1'-6" x 3'-4" I ° EL. SEE PLAN Y4" CAP PLATE Y4" MINIMUM PIPE/ CONCRETE PIER I I `- COLUMN N I i l STEEL BEAM NOTE: I 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC ONLY. THE BASE PLATE •-� CONTRACTOR MAY SUBMIT ALTERNATE DETAILS FROM THOSE SHOWN I s T.O. EXTERIOR SHELF /�\� T.O. INTERIOR SHELF ABOVE, BUT IN ANY CASE THE CONTRACTOR IS RESPONSIBLE FOR + -i- ! --: EL. SEE ARCH'L DWGS. '�/��/ PRODUCING STEEL SHOP DRAWINGS IN ACCORDANCE WITH THE I EL. SEE PLAN I I I + PROJECT GENERAL NOTES AND AISC GUIDELINES. CALCULATIONS d � • • TJI/LVL FLOOR JOISTS %s SHALL AS Y2 I + ELSEWHERE SUBMIIN TTED ONTRACTUDOCUMEN SE GENERAL NOTES AND I ANCHOR BOLT - � - � • v WEB BLOCKING AT TJI JOISTS " 2. THE CONTRACTOR SHALL DETAIL THE PROJECT CONNECTIONS FOR �, ( I f , A307 ANCHOR BOLTS, SEE ( I + THE LOADS AS INDICATED IN THE CONTRACT DOCUMENTS, PER AISC 41 --.--I!- —• - ° ., COLUMN SCHEDULE AND DETAIL GUIDELINES. THE SCHEMATIC DETAILS ABOVE ARE NOT SUGGESTIVE -� I' • °. j' °• I LO N _v,j—I i __* : •° (2)-2x CONTINUOUS SILL till OF SPECIFIC CAPACITIES. THE NUMBER AND SIZE OF BOLTS, SIZE PLATE-PRESSURE TREATED I AND LENGTH OF WELDS, AND SIZE OF STEEL PIECES MUST BE I DETERMINED PER AISC GUIDELINES AND THE CONTRACT DOCUMENTS. PLATE 1'-2" Y2° DIAMETER A307 ANCHOR I 3. PROVIDE FULL DEPTH CONNECTIONS AT ALL PERIMETER BEAM CONNECTIONS AND AT BEAM CONNECTIONS TO PERIMETER BEAMS, EDGE DISTANCE 2'-8' x 1Y2" 9 6" 6" • ° • BOLTS AT 4'-0" O.C.; LOCATE I I UNLESS OTHERWISE NOTED. Y4 FROM OF WITHIN 12" OF CORNERS; 7" I I I MINIMUM EMBEDMENT BOLTHOLEI l I PIPE/TUBE COLUMN 2„ I I 2" 2Y" 2 Y;' TYPICAL DETAIL TYPICAL DETAIL AT STEEL POST STEEL BEAM TO STEEL PIPE/TUBE TAIL I OR TUBE COLUMN TYPICAL BASE PLATE CBP-04 ON FOUNDATION WALL COLUMN CONNECTION NOTES: SCALE: 1"=1'-O" 1. EXTERIOR BEARING WALL NOT SHOWN FOR CLARITY. I 2. ALL LIGHT GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED I MEMBERS SHALL BE-HOT DIPPED GALVANIZED. SEE GENERAL NOTES. I revisions COLUMN BASE PLATE SCHEDULE I SIZE ,RK ANCHOR BOLTS REMARKS I - - - - - - - - - - - - B D T :)-1 gn 9„ Y2 (4) - Y4"0 - - - - - - - - - - - - -2 loll 1o" Y4" (4) — 3/4"O — — — — — — — — — — — — -3 12" 12" 3/4n (4) - W90 - - - - - - - - - - - - '-4 14„ 32„ 1Y" (12) _ %1#0 seal&sign OF S I CO NOTE: BEAM POCKET TO BE FILLED SOLID WITH CONCRETE AFTER SETTING BEAM I key plan . 4 a. ° :a , • a (2)-L3x3x5/sx0'-3" LONG I BEARING PL. STEEL BEAM. SEE I Y4 (SEE SCHEDULE) PLAN FOR SIZE AT FLANGES, TYP. AND LOCATION MOMENT PL. (TYP.) I I o I . a I I I N I A325 SC ,� + + I + + BOLTS STEEL BEAM I � I Z • STEEL BEAM SHIM AS REQ'D SEE PLAN I I I I °. .a. 1" NON-SHRINK GROUT i i I + + + + + ♦. I tLI I J I client BEAM POCKET I I o o I i Dana Ben Ari &Nikola Duravicevic eCONCRETE WALL BOLTS 3/4" MIN. + I Z g82oWynhington Avenue . + c` NY 11205 TOP OF SLAB _I I - - - - - - - - _ - NOTES: architects 1. FLANGE AND WEB SPLICE CONNECTIONS TO DEVELOP THE FULL I Shenton Architects LLP BEARING SCHEDULE TYP. WT WHERE REQ'D OMIT CAPACITY OF THOSE BEAM ELEMENTS. Brooklyn Plymouth Street WHERE BEAMS ON EITHER NOTES: I Brooklyn LENGTH WIDTH SIDE ARE OF SAME DEPTH 2. ALTERNATE BOLTED FLANGE PLATE IS ACCEPTABLE AT BEAM FLANGE I NY 11201 MARK (II TO BM.) (J-TO BM.) THICKNESS SPLICE CONNECTIONS PROVIDE THAT THE CONNECTION DEVELOPS THE 1. DETAIL SPLICE AND PROVIDE MATERIALS IN ACCORDANCE WITH AISC I SO-IL TYP. ENGINEERING FOR STEEL CONSTRUCTION HANDBOOK AND ALL OSHA FULL CAPACITY OF BEAM FLANGE. j 68 Jay Street,#501 BP-1 4" 9" 3/" REQUIREMENTS. 3. COORDINATE AND SUBMIT SPLICE LOCATIONS TO THE ENGINEER FOR I Brooklyn 2. MAXIMUM LENGTH OF COLUMN TO BE LESSER OF 30'-0" OR 2 STORIES. REVIEW AND APPROVAL PRIOR TO FABRICATION. NY 11201 FULL PENETRATION WELD 3. PROVIDE ALIGNMENT PLATES AS REQUIRED FOR COLUMN ERECTION. REMOVE I ALIGNMENT PLATES AFTER COLUMN IS INSTALLED. structural - i- 4. ALL FULL PENETRATION WELDS TO BE ULTRASONICALLY TESTED. I g TYPICAL DETAIL I 32 Silman TYPICAL DETAIL I NewOYorkp 10th Floor BEAM BEARING ON NEW CONCRETE WALL BEAM TO BEAM MOMENT CONNECTION HSS COLUMN SPLICE TYPICAL DETAIL BEAM SPLICE I NY 10005 SCALE: 3/4"=1'-0" j _ _ _ _ _ _ _ _ _ _ _ _ mep engineer 2LS Consulting Engineers I 150 West 30th Street New York NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 I — — — — — — — — — — — - surveyor Nathan Corwin Land Surveyor I 1586 Main Rd. Jamesport NY 11947 I j project title East Marion House Rocky Point Road, East Marion, NY I I drawing title I TYPICAL DETAILS III I I status Permit Project no. 1410 I — — — — — — — — — — scale AS NOTED drawn by I I date 02.05.2016 page 8 of 14 I drawing no. I I S-203 I — — — 1- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SILMAN #15989 All dimensions to be checked onsite.Do not scale. I I I I I I I SIMPSON LSTA24 STRAP I TIE ® EACH RAFTER I I I I I GYPSUM WALL BOARD STEEL POST ++ ++ ORIENTATION OF I CORNER STUD I I A (1) — Y2" DIA. A307 THRU—BOLT STEEL POST MAY VARY _ — GYP BOARD AND/OR FULL DEPTH BLOCKING BETWEEN WEB BLOCKING AT TJI — l' GYPSUM WALL BOARD PLYWOOD SHEATHING JOISTS AT STEEL BEAM I I • x I I SEE GENERAL NOTES JOISTS, TYPICAL I I I I LVL/PSL/LSL BEAM XI �— � , SEE SCHEDULE FOR SHEAR WALL TYPE I I I I * x I -,3'#- I I I I � i I SEE SHEAR WALL ( I2 Y„ II II i — 16d NAILS ® FOR NAILING PATTERN i`— + SCHEDULE FOR I ( I Ty p. SHEAR WALL SCHEDULE I I 24" O.C. EXTERIOR PLYWOOD I 16d NAILS ® 24 o/c I NAILING PATTERNSHEATHIN I — II 16d NAILS ® 24" O.C. I I I EXTERIOR PLYWOOD SHEATHING I I I y ;7 Y4 TJI/LVL FLOOR JOISTS I I — I I H _ _ Yz„ COUNTER—BORED A307 I I ROOF RAFTER I BOLTS ® 2 —0„ (STAGGER SIMPSON LSU ROOF RAFTER I I I SEE SHEAR WALL SCHEDULE T PROVIDE 2x LEFT & RIGHT I I LVL/PSL/LSL BEAM I I U—SHAPE X I CONTINUOUS ) RIDGE BEAM HANGERS (LSU4.12 TYP. WOOD STUD I + FOR NAILING PATTERN — _ PLATE ( I ” I 1 —� t!� U—SHAPED 3/ STEEL PLATE STEEL PLATE 4x RAFTER) I �— ORIENTATION OF t._z _ _ -__. ----- - -- ---------�- � 1 1 SIMPSON TB SCREW AT 12 O.C. I I I CORNER STUD — r�- — STEEL BEAM STAGGERED; (MINIMUM 1Yz” EDGE A 3/" END PLATE 16d NAILS ® 24"o c EXTERIOR PLYWOOD DISTANCE FROM EDGE OF PLATE; I INSIDE CORNER MAY VARY OUTSIDE CORNER 'T' — INTERSECTION SHEATHING (5�" WIDE ® 3Y" WIDE BEAM DETAIL A - A I MINIMUM 4" EDGE DISTANCE 7%" WIDE ® 5Y4" WIDE BEAMS) FROM END OF PLATE) I I TYPICAL DETAIL LVLTTJI TYPICAL DETAIL WOOD SHEAR WALL CORNER 'T INTERSECTION — PLAN SECTIONS BEARING ON STEEL MEMBER LVL/PSL/LSL BEAM CONNECTION TO STEEL POST TYPICAL RIDGE BEAM CONNECTION I SCALE: 1"=l'—O" SCALE: Y4"=1'—O" SCALE: 1 Y2"=1'-0" I SCALE: 1 )/2"=1'—O" � I I I I I I I I� 2'-8" 2'-8' I SIMPSON TB SCREWS AT 12" O.C.—STAGGERED. " " „ • • • �PICAL (MINIMUM 1 Y" EDGE DISTANCE FROM EDGE 6 16 16 4 16 16 • • OF PLATE AND 4" FROM END OF PLATE) STEEL BEAM 16 TYPICAL STEEL BEAM ' It Ifi 7 A A "P" — SEE (SEELPLAN B 0 LT LAYOUT PROVIDE Y" OAK SHIM WHEN BEARING, SHEAR BOLT LAYOUT PROVIDE FLAT 2x WHEN BEARING OR SHEAR I NOTE 2 FOR SIZE) OR PARTITION WALLS ARE LOCATED ABOVE WALLS ARE LOCATED ABOVE BEAM ' DETAIL A — A BEAM OR WHEN BEAM FLANGE WIDTH IS I x Y2" DIA. A307 BOLTS GREATER THAN OR EQUAL TO 8" DETAIL A — A W/ WASHERS; Y" DIAMETER COUNTER—BORED, A307 BOLTS, Yz DIAMETER COUNTER—BORED, A307 BOLTS, I — — — — STAGGERED TOP AND BOTTOM, SEE DETAIL A � z BOLT—HEAD & WASHER z STAGGERED TOP AND BOTTOM, SEE DETAIL A—A I x x 3„ 3„ A _N A WI I I w - - - - - - - - - - - _. _. _ . . _ . STEEL �L — __ — T.O. JOIST �' — — — T.O. JOIST I _ I I FLUSH W/ __J l _ —_ L_ I `V MULTIPLE MEMBER LVL M BOTTOM i i i OF WOOD T.O. STEEL BEAMA ��! T.O. STEEL BEAM SECTION A—A A ' I SECTION A—A i i I revisions Y DIA. BOLTS W/ WASHERS ® Y4" DIA. BOLTS W/ WASHERS ® i i N — — — — — — — — — — — — 16„ O/C @ TOP & BOTTOM 16” O.C. STAGGERED TOP & i i I W/ (2) BOLTS AT EACH END NOTES: BOTT., 2 BOLTS AT EACH END NOTES:1. USE 1 Y4" x LVL, SEE PLANS --i i-- . ' IL _ _ _ _ _ _ _ _ _ _ _ _ I 1. USE 1Y4" x LVL, SEE PLAN. 2. AS NOTES ABOVE, WHERE POINT LOADS "P" BEAR UPON THE A TJI/LVL FLOOR JOISTS TJI/LVL FLOOR JOISTS I 2. MAXIMUM BOLT HOLE SIZE SHALL BE 916 FLITCH LL BEAM, PROVIDE ADDITIONAL (3)-3/4" DIA. BOLTS, WEB BLOCKING AT TJI JOISTS WEB BLOCKING AT TJI JOISTS STAGGERED AND SPACED AS SHOWN (UNLESS OTHERWISE NOTED). PSL OR ANTHONY POWER PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER I — — — — — — — — — — — — ([US@IUS @ WOOD FLOOR FINISHES. I WOOD FLOOR FINISHES. ( 3. BOLTS SHALL NOT BE COUNTER—SUNK. BEAM BLOCKING SIMPSON FACE MOUNTED HANGER BEAM BLOCKING I ([US ® — — — — — — — — — — — — 3. BOLTS SHALL NOT BE COUNTER—SUNK. MIU ® STONE/TILE FLOOR FINISHES) MIU ® STONE/TILE FLOOR FINISHES) I TYPICAL MULTIPLE MEMBER CONNECTION TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL ; seal&signature;re DETAIL (FOR LVL BEAMS) FLITCH PLATE BEAM (FOR LVL BEAM) LVL/TJI TO STEEL MEMBER LVL/TJI TO STEEL MEMBER WITH TOP PLATE 60- RA�p� SCALE: 1Y2"=1'-0" SCALE: 1Y2"=1'-0" SCALE: 1Y2"=1'—O" SCALE: 1l'2 =1" I � G,9 -Z 8 I (2)—Y2" DIA. A307 THRU—BOLTS; NICK THREADS TO PREVENT BACK—OFF I SIMPSON T61460S I key plan SOLID FULL DEPTH COLLATED SCREW @ 3" 0/C I BLOCKING, WIDTH & SOLID FULL DEPTH BLOCKING; OR APPROVED EQUAL I DEPTH TO MATCH I JOIST/RAFTER WIDTH, DEPTH TO MATCH (2) PER BLOCKING MEMBER JOIST/RAFTER I I I I I I I L3x3xY4 TUBE POST I INSTALL BOTTOM OF BASE PLATE WOOD FLOOR JOIST/ I FLUSH WITH CONCRETE ROOF RAFTER; SEE PLAN FOR SIZE & WOOD POST— SEE PLAN I SPACING I client FOR SIZE (2)-Y2" DIA. GALVANIZED A307 I Dana Ben Ari&Nikola Duravicevic ti I I THRU BOLTS, NICK THREADS A A282 TO PREVENT BACK—OFF I GALVANIZED SIMPSON LCB CB I � � I Brooklyn Washingtonvenue / TYP. AT I NY 11205 COLUMN BASE OR APPROVED EQUAL PIPE POST TOP AND TTOM l6 _ tects archi — — — — — — — — — BOI I BLOCKING; AS REQUIRED I Shenton Architects LLP PLAN AT PIPE PLAN AT TUBE I Bro klynouthStreet II II I NY 11201 I II ' II NOTE: SO- IL LL_LA AT TJI FRAMING, PROVIDE FULL DEPTH WEB BLOCKING AT ANGLE LOCATION. I 68 Jay Street,#501 I � I � Y4 Brooklyn L3x3x l I NY 11201 SOLID FULL_ DEPTH BLOCKING; I structural engineer AS REQUIRED Silman I I I 32 Old Slip, 10th Floor PIPE/TUBE POST I I I York NY 10005I I ( ( WOOD FLOOR JOIST/ROOF RAFTER mep engineer 2LS Consulting Engineers I CONCRETE PIER I (2)-Y2" DIA. A307 THRU—BOLTS, I 150 West 30th Street OR WALL NICK THREADS TO I New York ^ PREVENT BACK—OFF NY 10001 N ' I civilengineer— — — — — — — — — I I I I DB Bennett 3 TYP I 20 Inkberry Street 16 East Hampton I A-A INY 11937 — — — — — — — — — TYPICAL SUPPORT OF WOOD POSTS TYPICAL STEEL PIPEZTUBE POST BRACING I surveyor Nathan Corwin Land Surveyor ' ON CONCRETE WALL OR PIER (WITH UPLIFT AT WOOD FRAMED FLOOR LEVELS I 1586 Main SCALE: 1"=l'—O" SCALE: 1Yz"=1'-0" I NY 11947 I I I I prosect title ' East Marion House Rocky Point Road, East Marion, NY I I I I drawing title I TYPICAL DETAILS IV I I I I I status Permit project no. 1410 II — — — — — — — — — — scale AS NOTED drawn by I I I date 02.05.2016 page 9 of 14 I drawing no. I S-204 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I SILMAN #15989 All dimensions to be checked on site.Do not scale. I ' I I , I ALLOWABLE HOLES - TJI® JOISTS ' SIMPSONH 1)" HOLE MAY BE CUT A TIE BETWEEN MIN. DISTANCE FROM TABLE A MIN. DISTANCE FROM TABLE B � BLOCKING AND TOP PLATE; FULL DEPTH BLOCKING AT BEARING WALL ON ANYWHERE IN WEB FULL DEPTH BLOCKING TO MATCH OUT- AND ALIGN BLOCKING SHEAR WALL BETWEEN JOISTS (1)-2x CONTINUOUS WIDTH OF STUD WALL, TYPICAL BETWEEN DO NOT SIDE OF HATCHED ZONE AND STUD AS REQUIRED AT EACH STUD LOCATION; SOLEIPLATE CUT OR NOTCH FLANGE. SEE GENERAL NOTES LOCATION BLOCKING AT BEARING WALL ABOVE I PROVIDE WEB STIFFENERS AT ❑ O iL)`'� 100001 ❑ O FULL DEPTH LVL TJI LOCATIONS; TYPICAL AT EACH SIMPSON LSTA ?? STRAPS 6" 6" TIES ACROSS STUD ABOVE I CLOSELY GR UPED ROUND L BLOCKING EACH SIDE TJI LVL FLOOR JOISTS SIDE OF TJI MEMBER RIM BOARD, STUD BELOW / I OF SHEAR WALL AND AT PROVIDE WEB STIFFENERS AT � I 6" L� 2 x D D� 2 2 x L2 D2 EACH STUD LOCATION; AND HEADER AT EACH I HOLES ARE PERMITTED IF I TJI LOCATIONS; TYPICAL AT EACH NO FIELD MINIMUM MINIMUM NO FIELD DO NOT CUT SEE GENERAL NOTES SIDE OF TJI MEMBER STUD LOCATION I L - - - - T.O. FINISHED FL DO NOT CUT HOLES (APPLIES TO ALL THE GROUP PERIMETER CUT HOLES HOLES LARGER MEETS REQUIREMENTS FOR CUT HOLES IN CANTILEVER IN HATCHED HOLES EXCEPT IN HATCHED THAN 1kz" IN I i EL. SEE PLAN REINFORCEMENT. ZONES KNOCKOUTS) ROUNDHOLES QUARE ZONES ------_ ----. ------ -----I T.O. JOIST RAFTER CANTILEVER --- --. _ ._.-.. z T.O. JOIST RAFTEREL. SEE PLAN � � �- i i � � EL. SEE PLAN � TABLE A - END SUPPORT I i i ti MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT � 1Y4" LSL RIM BOARD I JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE CONTINUOUS r - - - - - - - - - - DEPTH ,F 110 1'-0" t'-6" 2'-0" 3'-0" 5'-0" l'-0" 1'-6" 2'-6" Y-6" 4'-6" ' I I TJI/LVL FLOOR/ROOF FRAMING CONTINUOUS (2)-2x I 210 1'-D" t'-6" 2'-6" 3'-0" 5'-6" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" SIMPSON H2.5A TIE BETWEEN EACH i I TOP PLATE I 9V 230 l'-6" 2'-0" 2'-6" 3'-6" 5'-6" 1'-0" 2'-0" Y-0" 4'-6" 5'-0" TJI/LVL FLOOR/ROOF FRAMING JOIST AND TOP PLATE; TYPICAL; I PROVIDE WEB STIFFENERS iso 1'—s 2'-0" 3'-0" 4'-0" 6'-0" 1'-6" 2'—s" 3'—s" 5'-0" 5'-6" CONTINUOUS (2)-2x TOP PLATE; ALIGN FRAMING AND STUDS AS REQUIRED I AT TJI LOCATIONS ,- „ ,- „ ( ) 1 560 1'-6" 2'-6" 3 6" 5'-0" 7'-0" 2 O" 3 0 4 0" 5'-6" 6 0 I ELEVATION TO MATCH ; FULL DEPTH BLOCKING BETWEEN II SHEAR WALL; SEE SHEAR WALL 110 1'—D" 1'-0" l'-6" 2'-0" 2'-6" Y-0" 5'-6" 1'-0" 1'-5' 2'-0" 2'-6" 4'-6" 5'-0" 6'—O" I FRAMING IN PLANE I .•: BEARING WALL ELEVATION II SCHEDULE CONTINUOUS (1)-2x I SIMPSON H2A TIE AT EACH JOIST 210 1'-0" 1'-6" 2'-0" 2'-0" 3'-0" 3'-6" 6'-0" 1'-0" 1'-6" 2'-6" 3'-0" 5'-0" 5'-6" 6'-6" , OF WALL; BLOCKING TO SOLEPLATE I TO STUD, ALIGN JOIST AND 113 230 1'-O" l'-6" 2'-0" 2'-6" 3'-0" 3'-6" W-6" 1'-0" 2'-U' 2'-6" 3'-6" 5'-6" 5'-6" 7'-0" MATCH FRAMING DEPTH CONTINUOUS (2)-2x TOP PLATE; i , I STUD AS REQUIRED 360 1'-6" 2'—O" 3'-0" 3'-6" 4'-6" 5'-0" 7'-0" 1'-6" 2'-6" Y-6" 4'-6" 6'-6" 6'-6" 7'-6" I ELEVATION TO MATCH I 560 1'-6" 2'-6" 3'-0" 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" 3'-6 4'-6" 5'-Er 7'-0" 7'-6" 8'-0" SHEAR WALL; SEE SHEAR BEARING WALL ELEVATION L 110 1'-O" 1'-0" 1'-0" 1'-0" l'-6" 2'-0" 3'-0" 5'-6" 1'-0" l'-0" 1'-6" 2'-0" 3'-6" C-0" 6'-0" 8'-IT I WALL SCHEDULE SIMPSON H6 TIE BETWEEN TOP SIMPSON H6 TIE BETWEEN 210 1'—Q" 1'-0" t'—o" 1'-6" 2'-0" 2'-6" 3'—s" 6'-0" 1'-0" 1'-0" 2'—D" 2'-6" 4'—O" 4'-6" 6'—s" 8'-6" I PLATES AND STUDS; TYPICAL I EACH STUD AND HEADER (TYP.) 14 230 1'-0" l'-0" l'-0" 1'-6" 2'-6" 2'-6" 4'-0" 7'-O" 1'4' 1'-0" 2'-0" 3'-0" 4'-0" 5'-0" 7'-0" 9'-0" AT EACH STUDS I I 360 1'-0" l'-0" 1'-6" 2'-6" 3'-6" 4'-0" 5'-6" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-O" 6'-6" 8'-0" 9'-6" SIMPSON H6 TIE BETWEEN TOP 560 1'-0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 6'-6" 9'-0" 1'-6" 3'-0" 4'-0" 5'-0" 7'-0" 7'-6" 9'-0" 10'-0 I PLATES AND STUDS; TYPICAL I I LVL/PSL OR BUILT-UP 2x HEADER; 210 1'-0" t'—U' t'—o" 1'-0" 1'-0" t'-6" 2'-6" 3'-6" 6'-0" 1'-0" 1'-0"11'-0" 2'-0" 3'-0" Y-6" 6'-6" 8'—O" 11'-0' ' TYPICAL SHEAR WALL AT EACH STUD TYPICAL SHEAR WALL �� SEE PLAN FOR SIZE & LOCATION 230 1'-0" 1'-0" t'-o" 1'-0" t'-ti' 1'-s" 3'-0" 4'-0" 7'-O" 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4'-0" 7'-0" 9'-0" 11'- TYPICAL t'-o' I _ 1 " 360 1'-0" 1'-0" 1'-0" 1'-0 2'-6" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 9' 560 1'-0" 1'-O" 1'-0" 1'-0" 2'-6" 3'-0" 5'-0" 7'-6" 10'-0 1'-O" 2'-0" 3'-0" 4'-6" 6'-6" 7'-0" 10'-0 11' I PARALLEL TO FLOOR,/ROOF FRAMING PERPENDICULAR TO FLOOR/ROOF FRAMING 4" 5" s" � �' ,o" 12" ,5" 17' 4" 5" s" 7" 9' ,Y, 12" 15" ,� , SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 360 1'-0" l'-O" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 10'-0 1'-O" 1'-6" 3'-0" 4'-6" 6'-0" 10'-tY 11'-0 13'-5 I 18 560 1'-0" 1'-O" l'-O" 1'-0" 2'-0" 4'-6" 7'-0" 11'-0 -Cr 6'-6" 8'-O 11'-0' 12'-0 14'-6 , 360 1'-O" 1'-O" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0"10'- -6" 3'-0" 4'-6" 8'-0" 11'- 14'-0 15'-6' ' TYPICAL DETAIL @ FLOOR FRAMING 2 56D ,'-�' ,'-Q" ,'-D" ,'-�' ,'-� 2'-0" -s" 5'-0" 7'-D" ,D'-s ,3'-D ,4'-6 ,6'-D' I @WINDOW DOOR OPENING — PERPENDICULAR TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT ' MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT SCALE: 3/4"=1'-0" JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH 2" S' 4" 5" 6Y" 7" 81" 11" 13" 2" 3" 4" 5" 6Y" 1 7" 8W 11" 13" ' 110 2'-0" 2'-6" Y-6" 4'-6" 7'-6" l'-6" 2'-6" Y-6" 5'-6" 6'-6" 210 2'-0" 2'-6" Y-6" 5'-O" 8'-O" 2'-0" 3'-0" 4'-0" W-6" 7'-6" 0C 230 2'-6" 3'-0" 4'-0" 5'-6" 8'-Er 2'-O" Y-6" 4'-6" 6'-6" 7'-6" BEARING WALL ON (2)-2x CONTINUOUS 360 3'-0" 4'-0" 5'-6" 6'-5' 9'-O" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" I EACHSIMPSON SSP TIE AT ( ) 560 Y-6" 5'-0 6'-0" 7'-6" 10'-O' 4'-0" 5'-6" 6'-6" 8'-0" 9'—O" I PRESSURE TREATED SILL PLATES EACH STUD SEE NOTE 3 BEARING WALL ON 110 I � 1'-0" 1'-0" 1'-6" 2'-6" 4'-0" 4'-6" 8'-6" 1'-0" 1'-6" 2'-6" 4'-0" 7'-O" 7'-0" 9'-6" (1)-2x CONTINUOUS SILL PLATE 210 1'-0 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" l'-0" 2'-0" Y-0" 4'-6" 8'-O" 8'-0"1014" 11W 230 1'-0" 2'-0" 2'-6" Y-6" 5'-0" 5'-6" 10'-0 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0"10'-6" +I Y2" DIAMETER A307 ANCHOR BOLTS I I I SIMPSON H6 TIE AT ' 360 2'-0" 3'-0"_4'-0" 5'-s" 7'-0" 7'-6" 11'-0 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6"11'-0" I AT 4 -0 O.C. I � EACH STUD, SEE NOTE 3 i 560 1'-6" 3'-0" 4'-6" 5'-6" s'-O" 8'-6"112'-0"1 3'-0" 4'-9"16'-0" a'-o" 10'-6'11'-0712'-0"1 110 l'-O" l'-0"I l'-0" 1'-0" 2'-0" 2'-6" 4'-6" 8'-6" 1'-0" 1'4" 1'4" 2'-6" 5'-0" 6'-0" 9'-0"12'-0" TOP OF FOUNDATION STEM 1 SIMPSON L? ANGLE; TYPICAL BETWEEN 210 1'4" 1'—D" 1'—O" 1'4" 2'-6" Y-0" 5'-6" 9'-6" 1'-0" 1'4" 2'-0" 3'-6" 6'—D" 7'-0"10'-0"13'-0" I EL. SEE PLAN I LEDGER AND BLOCKING CONTINUOUS 1Y4" LSL RIM BOARD I' 14" 230 l'-0" 1'-0" l'-O" 2'-0" Y-B" 4'-0" W-0" 10'4 1'-O" l'-0" 2'-6" 4'-0" 6'-6" 7'-6"11'-0 1Y_6' I PROVIDE WEB STIFFENERS AT TJI LOCATIONS I II 360 1'-O" 1'-0" 2'-0" 3'-6" 5'-s" 6'-0" 8'-6" 12'- l'-0" 2'-0" 4'-0" 5'-6" 9'-0"t 0'-0"12'-0"14'-0" 1 I BEARING WALL ON 560 1'-0" 1'-0" 1'-6" 3'-6" 5'-6" 6'-s" 9'-6" 13'- 1'-0" 3'-0" 5'-0" 7'-O" 10'-0 11'-0"13'-6"15'-Y' I TOP OF EXTERIOR SHELF i : I I 210 1'-0" 1'-0" 1'-0" 1'-O" 1'-0" 1'-0" Y-6" 6'—D" O'-0" 1'-0" 1'-0" 1'-0" l'-6" 4'-6" 5'-6" 10'-0"12'-6"16'-0" EL. SEE ARCH. DWGS. �� I L• - • -• - _ _ T.O. FINISH FLOOR FULL DEPTH BLOCKING BETWEEN L.-. - . - .- .- • _ T.O. FINISH FLOOR (1)-2x CONTINUOUS SOLEPLATE 230 1'-0 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0 6'-6 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" ' EL. SEE PLAN JOISTS TO MATCH WIDTH OF EL. SEE PLAN t�' 360 1'-0" l'-0" 1'-0" 1'-0" Y-0" 4'-0" 6'-Er 10'-0"13'-s 1'-0 1'-0" 2'-0" 4'-0 7'-6" 8'-s" 13'-0"14'-s I T.O. JOISTS STUD WALL I T.O. JOISTS FULL DEPTH BLOCKING 560 1'-t7' 1'-0" t'—o" 1'-0" 2'-6" 3'-6" 7'-0 11'-0"15'-0 1'-0" 1'-0" 3'-6" 5'-6" 9'-0"10'-0"14'-6"t 6'-0"18'-0" revisions TO MATCH WIDTH OF I _ _ _ _ _ _ _ _ _ _ EL. SEE PLAN E EL. SEE PLAN SIMPSON LSTA ?? STRAPS STUD WALL, TYP. 4" 5" 6" 7' 8" 10" 12" 15" 17" 4" T 6" 7" 8" 10" 12" 15" 17" I TIES ACROSS STUD ABOVE, - - - - - - - - - - - - P - - - - - T.O. FOUNDATION WAIL I RIM BOARD AND STUD I I TJI/LVL FLOOR JOISTS ,s" 360 1'-0" 1'-0" 1'-0" 1'-s" 3'-O" 6'-0" 9'—O" 15'-0" 1'-0" l'—s" 4'-0" W-s" 9'—O" 14'-6"16'-s"19'-6' a' 560 1'-0 l'-0" l' " ' " 2'-0" 6' " ' " '-6" 1' " 3'-6" ' " ' " 11 -6 ' "16-6 18-0 ' " ' "20'-0" ELSEE PLAN s . • BELOW AT EACH STUD I -0 1 -0 -0 10-0 16 -0 6-0 8-6 - - - - - - - - - - - - • TJI/LVL FLOOR JOISTS . Cl: z I 360 1'-0" 1'-0" 1'-0" l'-0" t'—D" 3'-0" 6'-0" t 1'-0"15'- l'—O" t'—Q" l'-6" 4'-0" 7'—D" 12'-6"16'-s"19'-0"21'-0" C, LOCATION I L _ - - - - - - T.O. FINISH FL00 20" 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'—s" 5'—s 12'-0 16'— 1'-0" 1'-0" 3'-0" 6'-0 8'-6" 14'-0"17'-6"19'-5'20'-6" s FACE-MOUNTED JOIST HANGERS BY I a I - - - - - - - - - - - - o , Q SIMPSON OR APPROVED EQUAL TJI/LVL FLOOR JOISTS ( EL. SEE PLANS RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. • ,I ! • LEAVE OF WEB (MINIMUM) AT TOP AND BOTTOM OF HOLE. DO NOT CUT JOIST FLANGES. FULL DEPTH BLOCKING TO I. PROVIDE WEB STIFFENERS AT I MATCH DEPTH OF JOISTS TJI LOCATIONS • TABLES ARE BASED ON UNIFORM LOAD TABLES IN CURRENT DESIGN LITERATURE. I _ _ _ _ _ _ _ _ _ _ _ _ (2) - 2x CONTINUOUS SILL • FOR SIMPLE SPAN (5' MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM SIZE ROUND HOLE MAY BE CONTINUOUS 3Y"x JOIST DEPTH PSL LEDGER PLATE - PRESSURE TREATED CONTINUOUS 1Y" LSL RIM BOARD I LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. W/ Y4" DIAMETER HILTI HIT HY150 MAX. seal&signature EPDXY ADHESIVE WITH ? EMBEDMENT AT Y2 DIAMETER A307 ANCHOR BOLTS r I I ALLOWABLE HOLES - HEADERS AND BEAMS , 16 O.C. STAGGERED. PROVIDE A MINIMUM AT4 -0 O.C.; LOCATE WITHIN CONTINUOUS (2)-2x TOP PLATE I ,�� NfF V OF (3) THREADED RODS PER LENGTH OF 12„ OF CORNERS; 7 MINIMUM i 1.55E TIMBERSTRAND® LSL HEADERS AND BEAMS I °�C_ RA pip O� LEDGER NOTES: EMBEDMENT BEARING WALL; SEE PLAN PROVIDE WEB STIFFENERS I ,� �� F,,� 'A� NOTES: I I 2 X DIAMETER OF THE 1. SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. AND GENERAL NOTES I I AT TJI LOCATIONS LARGEST HOLE (MINIMUM) 1. SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. Y3 DEPTH 2. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED ALLOWED HOLE ZONE 2. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. ' MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. 3. SIMPSON H6 TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE SIMPSON H2A TIE AT EACH JOIST ----- - -- --- "�' ' O O , ® I key lance � 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S TO STUD, ALIGN JOIST AND o c-C------------------- -------------------- PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. STUD AS REQUIRED o 0 0 0 0 1.55 E TIMBERSTRAND LSL Y P RECOMMENDATIONS. I NOTE: HEADER OR BEA MAXIMUM ROUND DEPTH HOLE SIZE SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. 9y;1_9N, 2r it 8” 11,V;-11 W 3V I ' FOUNDATION WALL OPTIONS — SECTION @ FOUNDATION WALL OPTIONS — SECTION @ JOISTS TYPICAL DETAIL @ FLOOR FRAMING TO 14"-16" 4V , i GENERAL NOTES SEE ILLUSTRATION FOR ALLOWED HOLE JOISTS PARALLEL TO LEDGER BEAM BEARING ON FOUNDATION WALL WITH NO STEM WOOD BEARING WALL — PERPENDICULAR JOISTSZONE • ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH � I SCALE: 9/4"=1'-0" UNIFORM AND/OR CONCENTRATED LOADS ANYWHERE ALONG THE MEMBER. • ROUND HOLES ONLY I • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. I , OTHER TRUS JOIST® HEADERS AND BEAMS I I MICROLLAM®LVL AND ROOF RAFTERS � client 1.3E TIMBERSTRAND® PARALLAM®PSL HOLE LSL HOLE ZONE ZONE 2 x DIAMETER OF THEDana Ben Ari &Nikola Duravicevic DEPTH I 282 Washington Avenue DO NOI LARGEST HOLE (MINIMUM) Brooklyn I HOLESTIN HEADEERSCUT, NOTCH RRBEAMS DRILL ' NY 11205 ROOF RAFTERS , EXCEPT AS INDICATED IN -------- --------- - - - - - - - - - - - - D , , ILLUSTRATIONS AND TABLES. architects cL--------- ---------J o o I Shenton Architects LLP SIMPSON LSTA ??STRAP THRU SIMPSON LSTA ??STRAP THRU 195 Plymouth Street DECKING TO RAFTER AND THRU DECKING TO 'RAFTER AND THRU MICROLLAM®LVL AND OTHER TRUS JOIST®BEAMS Brooklyn WALL SHEATHING TO STUD WALL SHEATHING TO STUD PARALLAM®PSL HEADER OR BEAM MAXIMUM ROUND I NY 11201 ALLOWED HOLE ZONE DEPTH HOLE SIZE FULL DEPTH BLOCKING TO MATCH68 Jay MIDDLE Y3 SPAN 4V1" SO- IL I WIDTH OF STUD WALL, TYPICAL BETWEEN 0 Brooklyn FLOOR BLOCKING AT BEARING WALL ABOVE 2 I NY 11201 reet,#501 5Y D 1.3E TIMBERSTRAND®LSL ALLOWED HOLE ZONE D �"_ 20" I SIMPSON LSTA?? STRAP TIES ACROSS STUD ABOVE, RIM LOCATIONS SEE ILLUSTRATION FOR ALLOWED HOLE I — — — — — — — — — — - BOARD AND STUD BELOW GENERAL NOTES ZONE I structural engineer neer AT EACH STUD LOCATION I I.I I TJI/LVL FLOOR JOISTS • ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. I Silman I' I '° T.O. JOIST " 32 Old Slip, 1 Oth Floor T.O. JOIST • ROUND HOLES ONLY. CONTINUOUS 1Y4 CONTINUOUS 1Y4 New York BEARING WALL ONTRIM BOARD; TYPICAL + + + + / EL. SEE PLAN RIM BOARD; TYPICAL + + + + // EL. SEE PLAN . NO HOLES IN CANTILEVERS. I NY 10005 (1)-2x CONTINUOUS EL. SEE PLAN _ _ _ .O. FINISH FLOOR SEE NOTE 1 // SEE NOTE 1 / � I - -- / • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. _ _ _ _ _ _ _ _ _ _ _ _ SOLEPLATE + + + + / + + + + // mep engineer + + + + // WAR I 2LS Consulting Engineers z + + + + / I I 150 West 30th Street CONTINUOUS %4" LSL I � // + r /// JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY I New York I RIM BOARD + + + + / + + + + + + / NY 10001 r — — — — — -7 - - - - - - - - - - CONTINUOUS 2 -2x TOP PLATE BRACING INCLUDES: i _ g civil engineer ( ( ) I I HANGERS • S M BOARD • RIM JOIST ES I DB Bennett I SIMPSON H2A TIE AT BLOCKING � I � I 20 Inkberry Street FACE MOUNTED JOIST HANGERS BY SIMPSON FACE MOUNTED JOIST HANGERS East Hampton I TO EACH STUD, ALIGN BLOCKING I I OR APPROVED EQUAL WITH WEB STIFFENERS CONTINUOUS (2)-2x TOP PLATE BY SIMPSON OR APPROVED EQUAL CONTINUOUS (2)-2x '� T — I NY 11937 AND STUD AS REQUIRED @ TJI'S - TYPICAL I TOP PLATE I BEARING WALL; SEE PLAN FULL DEPTH BLOCKING TO MATCH FLOOR FRAMING FLOOR FRAMING �� — - surveyor IAND GENERAL NOTES DEPTH OF JOISTSSurveyor I Nathan Land 58Main — FULL DEPTH BLOCKING AT 4'-0" O.C. DO NOT WALK ON JOISTS DO NOT WALK ON JOISTS DO NOT STACK BUILDING Jamesport AT EXTERIOR FRAMING FOR MINIMUM SIMPSON H2A TIE ® EACH ROOF RAFTER UNTIL BRACED. THAT ARE LYING FLAT. MATERIALS ON UNSHEATHED NY 11947 NOTE: OF THREE BAYS OF FRAMING; LAP WITH TO WALL STUD, ALIGN RAFTER & STUD INJURY MAY RESULT. JOISTS. STACK ONLY OVER WARNING NOTES: BEAMS OR WALLS. RAFTER AT RAFTER BEARING LOCATIONS; AS REQUIRED I project title COORDINATE BLOCKING WITH MEP AND ARCHITECTURAL PENETRATIONS, I I SEE ARCH & MEP DRAWINGS. TYPICAL LACK OF PROPER BRACING DURING CONSTRUCTION CAN RESULT IN I East Marion House I SIMPSON H2A TIE AT EACH ROOF RAFTER SERIOUS ACCIDENTS. OBSERVE THE FOLLOWING GUIDELINES: Rocky Point Road, East Marion, NY TYPICAL DETAIL @ FLOOR FRAMING TO TO WALL STUD; ALIGN RAFTER & STUD 1. ALL BLOCKING, HANGERS, RIM BOARDS AND RIM JOISTS AT THE END SUPPORTS OF THE TJI®JOISTS MUST BE COMPLETELY INSTALLED AND PROPERLY NAILED. ' WOOD BEARING WALL — PARALLEL JOISTS AS REQUIRED 2. LATERIAL STRENGTH, LIKE BRACED END WALL OR AN EXISTING DECK, MUST BE ESTABLISHED AT THE ENDS OF THE BAY. THIS CAN ALSO BE BEARING WALL; ACCOMPLISHED BY A TEMPORARY OR PERMANENT DECK (SHEATHING) FASTENED TO THE FIRST 4 FEET OF JOISTS AT THE END OF THE BAY. I drawing title SCALE: %4"=1'-0" NOTES: BEARING WALL; 3. SAFETY BRACING OF 1X4 (MINIMUM) MUST BE NAILED TO A BRACED END WALL OR SHEATHED AREA (AS IN NOTE 2) AND TO I SEE PLANS AND GENERAL NOTES 1. PROVIDE LSL RIM BOARD AT TJI/LVL SEE PLANS AND GENERAL NOTES EACH JOIST. WITHOUT THIS BRACING, BUCKLING SIDEWAYS OR ROLLOVER IS HIGHLY PROBABLE UNDER LIGHT CONSTRUCTION LOADS I I FLOOR FRAMING LOCATIONS. - SUCH AS A WORKER OR ONE LAYER OF UNNAILED SHEATHING. TYPICAL DETAILS VI I 4. SHEATHING MUST BE COMPLETELY ATTACHED TO EACH TJI®JOIST BEFORE ADDITIONAL LOADS CAN BE PLACED ON THE SYSTEM. 5. ENDS OF CANTILEVERS REQUIRE SAFETY BRACING ON BOTH THE TOP AND BOTTOM FLANGES. 6. THE FLANGES MUST REMAIN STRAIGHT WITHIN 1/2" FROM TRUE ALIGNMENT. I status Permit project no. 1410 TYPICAL DETAIL @ PITCHED RAFTERS TO BEARING WALL TYPICAL DETAIL @ PITCHED RAFTERS TO BEARING WALL WARNING: DRILLING, SAWING, SANDING OR MACHINING WOOD PRODUCTS GENERATES WOOD DUST. THE PAINT AND/OR COATING ON THIS PRODUCT I - - - - - - - - - _ MAY CONTAIN TITANIUM DIOXIDE. WOOD DUST AND TITANIUM DIOXIDE ARE SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER. I scale AS NOTED drawn by PARALLEL JOISTS PERPENDICULAR JOISTS FOR MORE INFORMATION ON PROPOSITION 65, VISIT WY.COMANFORM. � " " I date - - - - - page - - - SCALE: 11"=V-0" SCALE: 1 =1 -0 I 02.05.2016 10 of 14 I Weyerhaeuser, Microllam, Parallam, TimberStrand, TJI, TJ, and Trus Joist are registered trademarks of drawing no. Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. I 1% manI S-205 sm February 2014 Reorder TJ-4015 , I SILMAN#15989 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I All dimensions to be checked on site.Do not scale. JOIST DETAILS PLATE NAIL - 16D (0.135" X AT) AT LOAD BEARING OR BRACED/SHEAR WALL ABOVE I ON-CENTER PLATE NAIL, 16D (0.135" X 3 XMUST STACK OVER WALL BELOW) LOAD BEARING OR BRACED/SHEAR WALL ABOVE (MUST)f) PLATE NAIL, 16D (0.135 x 3 AT 16" ON-CENTER )f) 17' ON-CENTER ( I WHEN SHEATHING THICKNESS EXCEEDS I AT 16" ON-CENTER ", TRIM SHEATHING TONGUE AT RIM 2X- STUD WALL AT FLOOR PANEL NAIL - BLOCKING PANEL: 1V TJ RIM BOARD, 1Ya" STACK OVER WALL BELOW WHEN PRESENT) BOARD 16" 8D (0.131" x 2}� ) AT 6' ON-CENTER TIMBERSTRAND LSL OR TJI JOIST I WEB STIFFENER REQUIRED NO LOAD BEARING WALL ABOVE I BLOCKING PANEL ON BOTH SIDES AT A2W PLATE NAIL - 16D (0.135" x I 1Ya" TJ RIM BOARD, 1Ya" BLOCKING PANEL: I TIMBERSTRAND LSL OR TJI ONLY 3�Z) AT 16" ON-CENTER* WEB STIFFENERS REQUIRED ON BOTH JOIST SIDES AT A3.4W ONLY 2x4 MINIMUM SQUASH WEB STIFFENERS 116" TJ RIM BOARD, SHEATHING 8 DARY BLOCKS REQUIRED EACH SIDE FLOOR PANEL NAIL - 1Ya" TIMBERSTRAND®LSL I NAILS, OR TJI®JOIST 8D (0.131" x 2}'z") AT 6" AT 63W ONLY ON-CENTER* 8D (0.131 X 2Y") AT 4" ON-CENTER 1Ya" TIMBERSTRAND LSL I I RIM-TO-JOIST RIM BOARD I NAIL EACH SIDEATA3 REQUIRED YiB WEB STIFFENERS B 1 B 1 W REQUIRED ON BOTH TOE NAIL ��-+ TOE NAIL, TOE NAIL - 10D (0.131" x 3") I SIDES OF BOTH JOIST I 10D (0.131" x 3" 10D (0.131 x S) 1)9 TJ®RIM BOARD (A3/A3W WHEN SHEATHING THICKNE ENDS AT B4W ONLY AT 6" ON-CENTER " AT 6" ON-CENTER AT 6" ON-CENTER TJI® RIM JOIST ONLY) OR EXCEEDS r6 , TRIM 12 1Y' TIMBERSTRAND®LSL SHEATHING TONGUE AT RIM MIN, WEB STIFFENERS REQ RED ON END OF JOISTS AT CENTERLINE TJI®RIM JOIST BOARD FOR RIM BOARD THICKER THAN 1Y" BOTH SIDES AT B1W AND 82W WEB STIFFENER ONLY I REQUIRED ON BOTH „ TOE NAIL - 10D (0.131" x 3") - ATTACH TJI JOIST TO RIM BOARD WITH ONE 10D (0.128" X 3") OF SUPPORT MUST HAVE 1Ya MINIMUM JOIST NAIL. TOP NAIL FROM TJI JOISTS INTO RIM BOARD. SIDES AT A1W ONLY AT 6" ON-CENTER* ( BLOCKING PANELS MAY BE REQUIRED I I BEARING AT ENDS. ATTACH RIM INSTALL PROPER BLOCKING TO - CONNECT CORNER WITH FOUR 10D 0.128" X 3") NAILS. TOE NAIL Al Al W * A2 A2W* JOIST PER A3 DETAIL. A3 A3.1 A3.2 A3.3 * SUPPORT ALL PANEL EDGES FROM SIDE OF PARALLEL CLOSURE INTO RIM BOARD. B2 B2W BLOCKING PANELS MAY BE REQUIRED WITH BRACED/SHEAR WALLS WITH BRACED/SHEAR WALLS ABOVE OR ABOVE OR BELOW, SEE DETAIL 81B3 B3W BELOW SEE DETAIL 81 B4 B4W « FOR ADDITIONAL INSTALLATION SPECIFICATIONS SEE RIM BOARD DETAILS AND INSTALLATION IN WEYERHAEUSER A3W A3.1 A3.2 A3.3 * FOR ADDITIONAL INSTALLATION SPECIFICATIONS SEE RIM BOARD A3.4 AW4 I INSTALLATION GUIDE FOR FLOOR AND ROOF FRAMING, TJ-9001. W W W DETAILS AND INSTALLATION IN WEYERHAEUSER INSTALLATION GUIDE NAIL THROUGH 2X-CANTILEVER, WOOD BACKER AND TJI® I FOR FLOOR AND ROOF FRAMING, TJ-9001. 1V TJ RIM®BOARD OR 1Ya TIMBERSTRAND®LSL, NAIL BLOCKING JOIST WEB WITH 2 ROWS 10D (0.148" x 3") NAILS AT I I WITH 10D (0.131" x 3") NAILS, ONE EACH AT TOP AND PANELUSE 16D 0.135" 6" ON-CENTER, CLINCHED. BOTTOM FLANGE. NAIL TO BLOCKING PANEL WITH ( x 3�") NAILS WITH W TJI®JOIST I CONNECTIONS EQUIVALENT TO FLOOR PANEL SCHEDULE FLANGE WIDTHS DEEP IABLOCKI G PIANELS•HOLE 6" DIAMETER"MAXIM M 6'-0" LENGTH OF TJI JOIST REINFORCEMENT AND FILLER FOR BLOCKING PANELS 91¢" DEEP OR SHORTER 1V TJ®RIM BOARD 1Y47 TIMBERSTRAND®LSL. NAIL WITH 10D I MAXIMUM FOR BLOCKING PANELS ONE SIDE AT E2, BOTH 9Y2" DEEP- 4'-0" LENGTH OF 8" DIAMETER MAXIMUM HOLE FOR 113" BLOCK. USELEO THAN 12" LONG.DO NOT CUT FLANGES ONE EACH(ATTOP AND I )BOTT M FLANGE ATTACH REINFORCEMENT TO JOIST Y4 REINFORCEMENT ON WITH 91Z ANDD 11113.6 TJIJI WITH ONE 8D (0.131" x 2V) NAIL 8" DIAMETER MAXIMUM HOLE FOR 11.5 I 1 DEEP BLOCKING PANELS; AT EACH CORNER DIAMETER JOISTS WEB STIFFENERS REQUIRED - 16" DEEP BLOCKING PANELS; 6" SIDES AT E3 OR SHORTER THAN 17' LONG. ATTACH REINFORCEMENT TO JOIST F1 APPLIES TO I LOAD FROM ABOVE ON BOTH SIDES AT E1W ONLY DIAMETER MAXIMUM FOR BLOCKING DO NOT CUT FLANGES WITH ONE 8D (0.131" x 2Y") NAIL ' PANELS RT DEEP OR SHORTER THAN AT EACH CORNER HORIZONTAL BLOCKING PANELS UNIFORMLY 17' LONG. 116" TJ®RIM BOARD 1Ya" TIMBERSTRAND® BETWEEN EACH JOIST. NAIL TO TOP LOADED JOISTS LSL NAIL WITH 10D 0.131" x 3' ONLY. I DO NOT CUT FLANGES NAILS,ONE EACH AT TOP AND BOTTOM PLATE WITH CONNECTIONS i ks" TJ® RIM BOARD OR 1EQUIVALENT TO FLOOR PANEL 1FLANGE 'If LENGTH OF Y" SCHEDULE WOOD BACKER 76" 1Y4" REINFORCEMENT ON TIMBERSTRAND® LSL. NAIL WITH 10D ONE SIDE AT E5, BOTH (0.131"x 3") NAILS, ONE EACH AT TOP SIDES AT E6 " AND BOTTOM FLANGE ATTACH REINFORCEMENT TO JOIST WEB 17' LENGTH OF Ya I WITH 3 ROWS FULL DEPTH VREINFORCEMENT ON ONE SIDE 'VERTICAL AT E7, BOTH SIDES AT E8 G �N� l� N�F� I 10D (0.148" X 3") NAILS AT 6" BLOCKING BETWEEN F1 I I ON-CENTER, CLINCHED. USE 2 ROWS EACH JOIST I ATTACH REINFORCEMENT I 2X4 MINIMUM SQUASH TO JOIST FLANGE WITH WITH JOISTS AND 113" E7 E8 BLOCKS 8D 0.131" x 2Y") NAILS AT 6" d TJI®JOISTS LESS THAN 5" 116" TJ®RIM BOARD OR ti'dv� BOTH SNTES STAGGER REINFORCING � � LESS THAN 5" I CS USE 2x4 MINIMUM SQUASH BLOCKS TO � �� AILS E5 E6 WEB STIFFENER ATTACHMENT 1Y" TIMBERSTRAND®LSL NAIL FACE GRAIN GAP*: I TRANSFER LOAD AROUND TJI JOIST WITH 10D (0.131" X 3") NAILS, HORIZONTAL 16" MINIMUM E1 E1 W ONE EACH AT TOP AND BOTTOM E2 E3 E4 NOT FOR USE WITH �" TJI®JOIST FLANGE WIDTHS 2Y" MAXIMUM I FLANGE 1" I I ® (1F 560D)OR ® NAILING: OPTION 1 560 SEE SIZES BELOW TJI JOIST BLOCKING WITH END I EXTERIOR DECK ATTACHMENT APPLY SUBFLOOR ADHESIVE BLOCKS INSTALLED AT Y JOIST-SPAN WEB STIFFENER BOTH HANGER HEIGHT MUST BE SIDES. SEE A MINIMUM OF 60% OF FLUSH BEARING PLATE REQUIRED. TO ALL CONTACT SURFACES LOCATIONS USING SIZES BELOW * WITH POINT LOAD FROM ABOVE, AND NO SUPPORT STRUCTURAL EXTERIOR SHEATHING TWO 8D 2 BELOW, INSTALL WEB STIFFENER TIGHT TO TOP I I DOUBLE TJI®JOIST FILLER BLOCK: HANGER BACKER BLOCK: INSTALL TIGHT TO MAXIMUM Ya" OVERHANG PERMITTED (0.113" x 2y") JOIST DEPTH ATTACH PER THE TABLE. CLINCH TOP FLANGE (TIGHT TO BOTTOM FLANGE AT BEAM FLASHING NAILS OR TIGHT FIT*7�" SCREWS, FLANGE (GAP AT BOTTOM FLANGE) NAILS WHEN POSSIBLE WITH FACE MOUNT HANGERS). CLINCH TYPICAL TREATED 2X_ `' DEPTH MINIMUM WEB NAILING REQUIREMENTS I I NAILS WHEN POSSIBLE QPM I y LEDGER �O�S �P.�. TJI®JOIST SERIES (IN.) STIFFENER SIZE TYPE NUMBER NAILS ' •�. 8 END INTERMEDIATE TOP MOUNT %. SEE FASTENER TABLE WAIN 1133" TJ® RIM BOARD OR 1Y" 110 ALL V X 2%6" (1) I HANGER 2" DS DISTANCE (MINIMUM) FROM TIMBERSTRAND LSL 210 ALL �� X 2�6»(�) 8d � ALL I OP ON 2: 230 & 360 X 2/1 (�) (0.113" X 2Y2") 3 3 I EDGE OF LEDGER TO FASTENER „ JOIST-SPANING LOCATIONS TWO 16d FACE MOUNT BACKER BLOCK I ALLOWABLE LOAD (LBS) Or SCREWS PER JOIST, TYPICAL I HANGER BOTH SIDES OF WEB WITH 560 ALL 2x4 (2) FASTENER 1Y47 TIMBERSTRAND®LSL SINGLE TJI®JOIST 1J¢" TJ®RIM BOARD 18" (0.135 x 3Y ) 4 4 I I WEB STIFFENERS REQUIRED IF S DES OF RIM BOARD I OPTION 20" 2x4 (2) 16d 5 5 I HANGER DO NOT LATERALLY SUPPORT AT WITH TOP MOUNT HANGERS, BACKER BLOCK REQUIRED ONLY FOR 1Z" LAG BOLT 610 480 DIRECTLY APPLIED CEILING 560D 22" (3) 6 11 I H1 LEAST V OF TJI®JOIST TOP FLANGE H2 DOWNWARD LOADS EXCEEDING 250 LBS OR FOR UPLIFT CONDITIONS. H3 24" (3) (0.135" x 3Y ) 6 13 FOR NAILING REQUIREMENTS SEE PAGE 5, TJ - 9001, WEYERHAEUSER . CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE PB1 WHEN SPECIFIED ON THE LAYOUT, ONE OF THE BRACING revisions INSTALLATION GUIDE FOR FLOOR AND ROOF FRAMING, TJ-9001. LA APPLICATIONS. OPTIONS ABOVE IS REQUIRED W (1) PS1 OR PS2 SHEATHING, FACE GRAIN VERTICAL (2) CONSTRUCTION GRADE OR BETTER I (3) WEB STIFFENERS ARE ALWAYS REQUIRED FOR 22" AND 24 TJI 560D JOISTS - - - - - - - - - - - - I BEAM DETAILS FASTENING of FLOOR PANELS I - - - - - - - - - - - - GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW FILLER AND BACKER BLOCK SIZES I - - - - - - - - - - - - I TJI®(1)(2)f RIM BOARD " Tile 110 210 230 OR 360 560 I 1y _ _ _ _ _ _ _ _ _ _ _ _ BEARING FOR DOOR OR BEAM TO BEAM CONNECTION BEARING AT CONCRETE WALL NAIL SIZE 110, 210, 360 AND IV TJ®RIM 1Ya" TIMBERSTRAND®LSL MICROLLAM® PARALLAM ® 91�" OR 9yZ" OR 14" OR �" OR 14" OR 18" OR 14 OR 18" OR BEARING AT WALL WINDOW HEADER AND 230 560 BOARD TIMBERSTRAND LSL OR WIDER LVL PSL DEPTH �„ 14" �„ �" I _ - - - - - - - - - - _ 11 r6 11 r6 16" 1139 16" 20" 11'g 16" 20" I 1113" TJ®RIM BOARD OR STRAP PER CODE IF TOP PLATE 8D (0.11YxX), 8D (0.131"x00) 4" 3" 6" 4" 3" 3" 3" FILLER BLOCK (1) 2x6 + V 2x8 + V 2x6 + V 2x8 + V 2x12 + 1� TWO TWO TWO 1Y" TIMBERSTRAND LSL OR IS NOT CONTINUOUS OVER - - - - - - - - - - - BLOCKING FOR LATERAL HEADER 10D (0.148"x3"), 12D (0.148"x14") 4"(3) 4"(3) 6" 4" 4" 4" 4" (DETAIL H2) 2x6 2x8 SHEATHING SHEATHING SHEATHING SHEATHING SHEATHING 2x6 2x8 2x12 I 16D 0.162"x3Y" 6" 6" 16"(5) 16"(4) 16"(4) g 6" " I seal&signature ( ) CANTILEVER 2x6 2x6 2x6 + �" 2x10 + � 2x6 + Y2" 2x10 + l� I (1) STAGGER NAILS WHEN USING 4" ON-CENTER SPACING AND MAINTAIN 13x6" JOIST AND PANEL EDGE DISTANCE. ONE ROW OF FASTENERS IS PERMITTED (TWO AT FILLER 4'-O" 6'-O" SHEATHING SHEATHING SHEATHING SHEATHING APPLIpCABLE NOT APPLICABLE I CSF I (DETAIL E4) LONG LONG 4'-0" LONG 6'-O" LONG 4'-0" LONG 6'-O" LONG1 , �pfi pO ki- STRAP PER CODE IF TOP ABUTTING PANEL EDGES) FOR DIAPHRAGMS. FASTENER SPACING FOR TJI JOISTS IN DIAPHRAGM APPLICATIONS CANNOT BE LESS THAN SHOWN IN TABLE. WHEN BACKER BLOCK (1) I CO ��\ A E,�, PLATE IS NOT CONTINUOUS FASTENER SPACING FOR BLOCKING IS LESS THAN SPACING SHOWN ABOVE, RECTANGULAR BLOCKING MUST BE USED IN LIEU OF TJI JOISTS. I OVER COLUMN (2) FOR NON-DIAPHRAGM APPLICATIONS, MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST "- YY1 AND STAGGERED. (DETAIL F1 V OR " " OR 3C OR " NET 2x6 2x8 2x12 I / (3) WITH 10D (0.148" X 1!-) NAILS, SPACING CAN BE REDUCED TO 3" ON-CENTER FOR LIGHT GAUGE STEEL STRAPS. OR H2) TOP MOUNT (4) CAN BE REDUCED TO 4" ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 13x6" (TO AVOID SPLITTING HANGER )• (1) IF NECESSARY, INCREASE FILLER AND BACKER BLOCK HEIGHT FOR FACE MOUNT HANGERS AND MAINTAIN V GAP AT TOP OF I (5) CAN BE REDUCED TO 5 ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 1Y" (TO AVOID SPLITTING). JOIST; SEE DETAIL W. FILLER AND BACKER BLOCK DIMENSIONS SHOULD ACCOMODATE REQUIRED NAILING WITHOUT SPLITTING (12" I "` `(`j COLUMN FACE MOUNT PROTECT UNTREATED ■ RECOMMENDED NAILING IS 12" ON-CENTER IN FIELD AND C ON-CENTER ALONG PANEL EDGE. FASTENING REQUIREMENTS ON ENGINEERED DRAWINGS SUPERSEDE MINIMUM FOR BACKER BLOCKS AND 24" MINIMUM FOR FILLER BLOCKS). HANGER WOOD FROM DIRECT RECOMMENDATIONS LISTED ABOVE. 6PvRCONTACT WITH CONCRETE ■ FOR RECOMMENDED NAILING AND ADHESIVES, SEE INSTALLATION RECOMMENDATIONS ON PAGE 2 OF THE WEYERHAEUSER INSTALLATION GUIDE FOR FLOOR AND I ROOF FRAMING, TJ-9001. L1 L2 L3 SEE CURRENT WEYERHAEUSER LITERATURE FOR ■ NAILING ROWS MUST BE OFFSET AT LEAST Y2" AND STAGGERED. FRAMING CONNECTORS L4 ■ 14 GA. STAPLES MAY BE SUBSTITUTED FOR 8D (0.113" X 2)2") NAILS IF MINIMUM PENETRATION OF 1" INTO THE TJI JOIST OR RIM BOARD IS ACHIEVED. I key plan ■ MAXIMUM NAIL SPACING FOR TJI JOISTS IS 18" ON-CENTER. JOISTS MUST BE LATERALLY SUPPORTED AT MULTIPLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMS CANTILEVER AND END BEARINGS BY BLOCKING PANELS, HANGERS, OR DIRECT ATTACHMENT TO A RIM I I FASTENER INSTALLATION REQUIREMENTS TJI® JOIST FRAMING DOES BOARD OR RIM JOIST PIECE # OF FASTENER NOT REQUIRE BRIDGING E1 I WIDTH PLIES TYPE (1) MIN. LENGTH # ROWS O.C. SPACING LOCATION WHEN FASTENERS ARE REQUIRED ON BOTH SIDES, OR MID-SPAN BLOCKING STAGGER FASTENERS ON THE SECOND SIDE SO BEARING AT COLUMN 10D NAILS 3" 3(2)Ya17' THEY FALL HALFWAY BETWEEN FASTENERS ON THE I 2 12D-16D NAILS 3 " 2(2) ONE SIDE FIRST SIDE. I SCREWS 33310 OR X 2 24" I H2 I I 10D NAILS 3" 3(2) DO NOT BEVEL CUT JOIST Al BOTH SIDES RIM BOARD JOINT I client I 12D-16D NAILS 3 Ya" 2(2) 12" BEYOND INSIDE FACE OF WALL. BETWEEN JOISTS 3 DO NOT OVERHANG SEAT CUTS ON I E2 Dana Ben Ari &Nikola Duravicevic I 1Y" 3Y" OR 3Y" BOTH SIDES BEAMS BEYOND THE INSIDE FACE OF 282 Washington Avenue I SCREWS 2 24" LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE 5" ONE SIDE BEAM WIDTH. OTHERWISE, USE CONNECTIONS FOR A3. SUPPORT MEMBER. I g VERIFY COLUMN CAPACITYSIDE-LOADED BEAMS. I Brooklyn AND BEAM BEARING 10D NAILS (3) 3" 3(2) ONE SIDE NY 11205 I L5 LENGTH. SEE CURRENT 4 12D-16D NAILS (3) 3 Ya" 2(2) 12" (PER PLY) I _ _ _ WEYERHAEUSER LITERATURE. - - - - - - - - - I I architects SCREWS 5" OR 6" BOTH SIDES 2 24" MULTIPLE PIECES CAN BE NAILED OR BOLTED TOGETHER TO I Shenton Architects LLP 6 Y" CS 195 Plymouth Street I ONE SIDE L6 FORM A HEADER OR BEAM OF THE REQUIRED SIZE, UP TO TJI®RIM JOIST I Brooklyn 5" OR 6" MAXIMUM WIDTH OF 7" BOTH SIDES 1V TJ RIM BOARD OR 1Ya I SCREWS 2 24" TIMBERSTRAND®LSL " I NY 11201 2 if 2 6 Ya ONE SIDE A2 L3 I SO-IL Y2" BOLTS 8" 2 24" - O 68 Jay Street #5 I y 01 I 1 10D NAILS ARE 0.128" DIAMETER,,<3h2D-16D Brooklyn NAILS ARE 0.148" - 0.162" DIAMETER; SCREWS ARE SDS, SDW, WS, OR TRUSS-LOK-EWP . L1 NY 11201 COLUMN DETAILS 2 AN ADDITIONAL ROW OF NAILS IS REQUIRED WITH DEPTHS OF 14" OR GREATER. B1 3 WHEN CONNECTING 4-PLY MEMBERS, NAIL EACH PLY TO THE OTHER AND OFFSET NAIL ROWS BY 7' FROM THE ROWS IN THE PLY BELOW. H1 structural en ineer I 9 i BEAM ON COLUMN 132 I Silman CAP NAILING AT BEARING (FLOOR) 32 Old Slip, 10th Floor TJI® JOIST TO BEARING PLATE ® L5 63 SQUASH BLOCKS TO TJI J01 I New York I 116" TJ®RIM BOARD OR ST (LOAD I NY 10005 BEARING WALL ABOVE) - - - - - - - - 1Ya" TIMBERSTRAND®LSL " JOIST MAY BE SHIFTED UP TO 3" IF I mep engineer ONE 10D (0.128" X 3 ) FLOOR PANEL EDGE IS SUPPORTED AND p USE 61 OR B2 AT I 2LS Consulting Engineers I - ONE 8D (0.113" x 2"") NAIL INTO EACH FLANGE SPAN RATING IS NOT EXCEEDED. DO NOT O B4 INTERMEDIATE I 150 West 30th Street i NAIL EACH SIDE. DRIVE CUT JOIST FLANGES BEARINGS WITH LOAD New York NAILS AT AN ANGLE AT BEARING OR I NY 10001 I LEAST 1Y2" FROM END PLUMBING DROP I P1 - BRACED/SHEAR WALL _ - - - - - - - - - _ �I Rh II END OF JOISTS FROM ABOVE I civil engineer MINIMUM AT CENTERLINE I DB Bennett I COLUMN BASE INTERMEDIATE BEARING ALSO SEE DETAIL 82 L OF SUPPORT L2 - 20 Inkberry Street 1Y; MINIMUM END BEARING 5V47East Hampton" MAY BE REQUIRED � I I SINGLE-FAMILY APPLICATIONS FOR MAXIMUM CAPACITY NY 11937 ' I SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO H1 - - - - - - - - I FLOOR PANEL NAILING SCHEDULE surveyor y _ O O I Nathan Corwin Land Surveyor L e i I 1586 Main Rd. ','..;::.:•, RIM TO TJI®JOIST O i I Jamesp ort '',.:«;��•.•'�,,.';.'.',; 116" TJ® RIM BOARD, TJI®560 RIM JOIST: TOE NAIL O o I NY 11947 i 1Ya" TIMBERSTRAND LSL OR TJI 110 WITH 10D (0.128" X 3") NAILS, ADDITIONAL JOIST IS REQUIRED IF FLOOR O �� RIM®JOIST: ONE EACH SIDE OF TJI®JOIST PANEL EDGE IS UNSUPPORTED OR IF SPAN O 0 P2 ONE 10D (0.131" x S) NAIL INTO FLANGE RATING IS EXCEEDED L4 .44 -: �� I project title EACH FLANGE LA ATTACHMENT DO NOT USE SAWN LUMBER I East Marion House TJI0210, 230, AND 360 RIM JOIST: ,J TJI® 560 • O - EXTERIOR DECK FLOOR JOIST 4 O FOR RIM BOARD OR Rocky Point Road, East Marion, NY ONE " �• O SHEATHING SHRINK AFTER BASE "SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, BUT MAY AL BLOCKING, I ELEVATED COLUMN � EACH 1FLANGE135" x 3y2 ) NAIL INTO INSTALLATION TIPS O INSTALLATION. USE ONLY I I 1O ENGINEERED LUMBER. drawing title Y" MINIMUM BEARING NOT BE REQUIRED. I TOP VIEW O LOCATE RIM BOARD JOINT BETWEEN JOISTS. *SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED VERTICAL 0 LOADS (DETAILS 131 AND B2). PACKING OUT THE WEB OF A TJI PROTECT UNTREATED WOOD O SAFETY BRACING (1x4 TYPICAL DETAILS VI BEAM ATTACHMENT AT BEARING MINIMUM) AT 8' ON-CENTER (6' ON-CENTER FOR JOIST WITH WEB STIFFENERS) IS NOT A SUBSTITUTE FOR SQUASH FROM DIRECT CONTACT WITH TJIO -C JOISTS) AND } BLOCKS OR BLOCKING PANELS. CONCRETE O SEE ALLOWABLE HOLES EXTENDED TO 0 BRACED END WALL. I 17P KNOCKOUTS AT 2" H3 FASTEN AT EACH JOIST WITH I stags Permit Project no. �t '"` •' ® WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING PARALLEL APPROXIMATELY 12" TWO 8D (0.113" x 2�Z") NAILS MINIMUM I .. ..,,.:.;.:•. 1Ye" TJ RIM BOARD OR 1Ya" . '.:i?:: " ' '• TIMBERSTRAND®LSL PARTITIONS, SPACE JOISTS APART THE WIDTH OF THE WALL FOR ON-CENTER (SEE WARNING) - _ _ _ _ _ _ _ _ _ _ I PLUMBING OR HVAC. scale AS NOTED drawn by 1 :,• OPTIONAL - •ADDITIONAL JOIST AT PLUMBING DROP (SEE DETAIL). I date 02.05.2016 page 11 of 14 P3 NON-SHRINK BEARING PLATE TO BE FLUSH GROUT SEE FRAMING PLAN IF APPLICABLE OR WITH INSIDE FACE OF WALL ONE 10D 0.128" X 3" NAIL EACH SIDE DRIVE NAILS NI AN WEYERHAEUSER INSTALLATION GUIDE FOR FLOOR "`!+ OR BEAM OF MEMBER AT BEARING, ANGLE TO MINIMIZE AND ROOF FRAMING, ' •� SPLITTING OF PLATE TJ-9000. FOR MINIMUM END �,��,:�. � I drawing no. 1Y" MINIMUM FROM END AND INTERMEDIATE BEARING LENGTHS I ENGINEEREEYWOOD PRODUCTS aeus%.JL S-206 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I I I SILMAN#15989 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I All dimensions to be checked on site.Do not scale. I I I I L RIM JOISTS MA CHA JAC NT PTH TO FLOOR JOISTS (TYP.) I I FLOOR JOISTS (SEE PLAN) I LSL RIM JOISTS (DEPTH LSL RIM JOISTS (DEPTH TO MATCH ADJACENT TO MATCH ADJACENT CONCRETE FLOOR AT FLOOR JOISTS (TYP.) FLOOR JOISTS (TYP.) 3A, SEE 2/S-300 I I FLOOR JOISTS (SEE PLAN) FLOOR JOISTS (SEE PLAN) I 3/4" PLYWOOD SUBFLOOR 3/4" PLYWOOD SUBFLOOR I SCREWED AND GLUED TO 4@48 O.C. JOISTS TYP I 6x6 WELDED #4@48"O.C. JOISTS (TYP) #4@48"O.C. SCREWEDY�4" PLYWOOD SUBFLOOR 6x6 WELDED # " JOISTSA AND GLUED TO I WIRE MESH SCREWED AND GLUED TO JOISTS (TYP) WIRE MESH I I 1ST FLOOR 1ST FLOOR — — 1ST FLOOR ° — — — — — --- — — EL. 0'-0" _ °. _ — —. —. — . — . — — . EL. 0'-0'f �c- -x � — a — — — — — — EL. 0 —0 d f „ • #5 CONTINUOUS d #5 CONTINUOUS _ d ° • e °d od I #5@24 O.C. #5@24"O.C. I ri 2" FROM OUTSIDE ° • 2 FROM OUTSIDE OF CONCRETE OF CONCRETE a I ° . ° ' 1 x SILL PLATE N; ° a • 1 x SILL PLATE ° lx SILL PLATE CONTINUOUS 2x4 SHEAR KEY CONTINUOUS 2x4 SHEAR KEY CONTINUOUS 2x4 SHEAR KEY I d, (TYPICAL) (TYPICAL) .. • � ° ° . d. (TYPICAL) I od ° 2" RAT SLAB OVER 6" CRUSHED d 2" RAT SLAB OVER 6" CRUSHED ° 2" RAT SLAB OVER 6" CRUSHED STONE, SEE TYPICAL DETAIL, S-201 STONE, SEE TYPICAL DETAIL, S-201 STONE, SEE TYPICAL DETAIL, S-201 • a FOR BALANCE OF SLAB GRADE :a FOR BALANCE OF SLAB GRADE n FOR BALANCE OF SLAB GRADE (2)#5 CONTINUOUS REQUIREMENTS AND ARCH L. DRAWINGS REQUIREMENTS AND ARCH L. DRAWINGS (2)#5 CONTINUOUS REQUIREMENTS AND ARCH L. DRAWINGS FOR WATERPROOFING AND VAPOR a FOR WATERPROOFING AND VAPOR d FOR WATERPROOFING AND VAPOR ° BARRIER INFORMATION d BARRIER INFORMATION BARRIER INFORMATION I . • ••°. •, •°• • •.. o. d T.O. CONC. CRAWL SPACE T.O. CONC. CRAWL SPACE T.O. CONC. CRAWL SPACE I �.d' . . EL — . . EL — — DOWELS TO MATCH VERTICAL AA EL. —5'-3" DOWELS TO MATCH VERTICAL • —5'-3f, DOWELS TO MATCH VERTICAL 5' 3ff I REINFORCING BARS (TYP.) •- 0 REINFORCING BARS (TYP.) REINFORCING BARS (TYP.) d o d vQ o d \\/�7, /`\ d •d o d °d. '.° ° /�� ° 'd Q I a' . \\\ C \ :d •. a \\� v \/ :d .- .. a B.O. FOOTING �\ B.O. FOOTING \ a B.O. FOOTING \ a \/ EL. SEE PLAN `f' \ ,/iU:\i\i�%/\%/\%�%/\\/�y EL. SEE PLAN "' / \ T\��\\/j\\j\�j\�/j\\�,\ EL. SEE PLAN I REINFORCED CONCRETE WALL REINFORCED CONCRETE WALL REINFORCED CONCRETE WALL 3" CLR. FOOTING (SEE PLAN) 3" CLR. FOOTING (SEE PLAN) 3" CLR. FOOTING (SEE PLAN) 3—#5 CONTINUOUS (TYP.) 3—#5 CONTINUOUS (TYP.) 3—#5 CONTINUOUS (TYP.) I 1 SECTION 2 SECTION 3 3A SECTION I S-300 SCALE: 3/4"=1'-0" S-300 SCALE: 3/4"=1'-0" S-300 S-300 SCALE: 3/4"=1'-0" I I I I I I I I I I I I I revisions — — — — — — — — — I I — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — — — - - — — — — — — — — — — — I LSL RIM JOISTS (DEPTH I — — — — — — — — — — — — TO MATCH ADJACENT FLOOR JOISTS (TYP.) 1. '-0" I seal&signatur div FLOOR JOISTS (SEE PLAN) °: Irn R' � f CONCRETE FLOOR AT 3A, SEE 2/S-300 ° PROVIDE SIMPSON FLAT o PAFs THROUGTH PLYWOOD STRAPS ACROSS TOP AND I , „ 3/4" PLYWOOD SUBFLOOR ° 1 INTO TOP FLANGE OF STEEL BOTTOM OF JOISTS, BLOCKING * h'�r, 6x6 WELDED #4@48 O.C. SCREWED AND GLUED TO a WIRE MESH M ,,; :• i BEAM (2 @ 12"O/C, TYP.) & STEEL FOR THREE JOIST - JOISTS (TYP) BAYS ALIGNED WITH EACH WT. I I key plan I 1 ST FLOOR EL. 0'-0" #5 @ 12" 0/C d A I ° ° ' :°' ° d d REINFORCING BARS I #5 CONTINUOUS I d o I I #5@24"O.C. A I 2" FROM OUTSIDE I I OF CONCRETE I CONCRETE BEAM INTEGRAL 1x SILL PLATE WITH SLAB (SEE PLAN) I I ° I • I client CONTINUOUS L6x6x3/ WITH ° Q CONCRETE SLAB 3/" STIFFENERS AT EACH WT I Dana Ben Ari &Nikola Duravicevic o (SEE PLAN) I 282 Washington Avenue a °• Brooklyn I NY 11205 (2)#5 CONTINUOUS d WT8x28.5 AT 3 —0 0/C SOLID BLOCKING BETWEEN STEEL — — — — — — — — — — d- •°.d architects I AND THREE ADJACENT JOIST BAYS 3/" STIFFENER PLATES ALIGNED @ 3'-0" 0/C TO MATCH AT I Shenton Architects LLP WITH WT'S AT 3'-0" 0/C, SOLID LOCATIONS 195 Plymouth Street ° a BLOCKING BOLTED TO STEEL BEAM I Brooklyn a BETWEEN I NY 11201 .d I SO- IL I 68 Jay Street,#501 4. d ' . Brooklyn EXTENT OF HOUSE I NY 11201 I o . FOUNDATION WALL I _ _ _ _ _ _ _ _ BEYOND t structural engineer Silman CONTINUOUS 2x4 SHEAR KEY 32 Old Slip, 10th Floor d , �• • (TYPICAL) I New York NY 10005 I CONTINUOUS 2x4 SHEAR KEY I mep engineer (TYPICAL) 2LS Consulting Engineers I 4 5" SLAB ON GRADE OVER 2: INSULATION �� I 150 West 30th Street 5 SLAB ON GRADE OVER 2: INSULATION I New York I AND 6" CRUSHED STONE, SEE TYPICAL „ NY 10001 DETAIL, S-201 FOR BALANCE OF SLAB GRADE BEAM I AND 6 CRUSHED STONE, SEE TYPICAL I f DETAIL S-201 FOR BALANCE OF SLAB — — — — — — — — — — — ° •.. GRADE REQUIREMENTS AND ARCH L. ? civil engineer DRAWINGS FOR WATERPROOFING AND VAPOR (SEE PLAN) 1 GRADE REQUIREMENTS AND ARCH L. � g I da BARRIER INFORMATION DRAWINGS FOR WATERPROOFING AND VAPOR I DB Bennett d . BARRIER INFORMATION 20 Inkberry Street I � I East Hampton • • j I NY 11937 4 — — — — — — T.O. CONC. AT BASEMENT — —• —• —• —•—• — • —• — • —• —• — • — — • — • — • — • — •— •— • — •- -- • — •— • — • — •— • — ' — ' — ' T.O. CONC. AT BASEMENT I surveyor — — — — — — — — — d . . EL. —10'-10" I - d•° • o - •° o ° a � °• ' . .°. EL. —10'-10" Nathan Corwin Land Surveyor • ° . o I 1586 Main Rd. � . • , , , • , , . { . '� , . j .'. I I • o . . I Jamesport I �od• i 4 r 1 � 1 + I 1 do• d '° I NY 11947 ° d ° \� SPREAD FOOTING BEYOND ( I I project title (INTERGRAL WITH WALL FOOTING) • ' _ ° %� _ _{ _ ° :� _ I I ' East Marion House \\ B.O. FOOTING r T——— — I I i Rocky Point Road, East Marion, NY EL. SEE PLAN win title I drawing e „ REINFORCED CONCRETE WALL WALL FOOTING BEYOND �� I i I 3 CLR. FOOTING (SEE PLAN) _ _ \_ FOUNDATION SECTIONS _t_ — ———— ———— SPREAD FOOTING BEYOND B.O. FOOTING EL.-12 —11 I 3—#5 CONTINUOUS (TYP.) (INTERGRAL WITH WALL FOOTING) B.O. FOOTING EL.-13'-11" I I status Permit protect no. 141 O � 4 SECTION 5 SECTION I scale — — — — — drawn by — — I �3OSCALE: 3/4"=1'-0" �3OSCALE: 3/4"=1'-0" i date 02.05.2016- -- age 12 of 14 i I drawing no. I • I I S-300 I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SILMAN #15989 All dimensions to be checked on site.Do not scale. I I I I I I I I I I I I I I I I I I I I I I I I I I I #4®16" 0/C BOTTOM BARS 1 % " WIDE x 1 Y " RECESS FOR GRATING I I EACH WAY (TYP.) #4®16" 0/C BOTTOM BARS EACH WAY (TYP) I I 8" DEPRESSION IN SLAB I I I I 4 . ° 4 Air .4oo d e a • • 00 v I ° ° I I I I I I I DOUBLE LEDGER EPDXY SINGLE LEDGER EPDXY ANCHORED INTO CMU WALL WTIH ANCHORED INTO CMU WALL %4 THREADED RODS IN HILTI HY70 ADHEVISE ® 16" 0/C STAGGERED. ATTACH JOISTS TO I LEDGER VIA TOP MOUNATED HANGERS (TYP.) I i i #4®32 0/C AND AT ALL #4®32" 0/C AND AT ALL CORNERS & INTERSECTIONS CORNERS & INTERSECTIONS I (TYP.) (TYP.) IX x Ax I I I I I v e a A a d ° a •. a a a ae a •4 , e Q. d e ° v e ° .a °, d Qa v 444 n •4 'a I DOWELS TO MATCH ; 4 .. ' , DOWELS TO MATCH a VERTICAL BARS (TYP.) 4 . e a �. . VERTICAL BARS (TYP.) I SEE FOOTING SCHEDULE SEE FOOTING SCHEDULE FOR REINFORCING 7'-0" FOR REINFORCING I I I 1 SECTION r2 SECTION S-301 SCALE: 3/4"=1'-0" S-301 SCALE: 3/4"=1'-0" I I I I revisions — — — — — — — — — — — — — — — — — — — — — I I — — — — — — — — — — — - - — — — — — — — — — — — I — — — — — — — — — — — - - — — — — — — — — — — - - — — — — — — — — — — — I I seal&signature 'CSO P1J- I ' A Opo�g. Et 4W key plan i I I I I I I I I I I I I I I I I I I I I client I Dana Ben Ari &Nikola Duravicevic I I282 Washington Avenue Brooklyn NY 11205 I I — architects — — — — — — — — — I I Shenton Architects LLP I I 195 Plymouth Street Brooklyn NY 11201 I SO- IL I I68 Jay Street,#501 Brooklyn NY 11201 I I structural eng— ineer— — — — — — — Silman 32 Old Slip, 10th Floor I New York NY 10005 I I I mep engineer 21-S Consulting Engineers I I 150 West 30th Street New York I I NY 10001 — — — — — — — — — I civil engineer DB Bennett 20 Inkberry Street East Hampton NY 937 I I — — — — — — — — — surveyor Nathan Corwin Land Surveyor I 1586 Main Rd. Jamesport i I NY 11947 I I I project title ' East Marion House Rocky Point Road, East Marion, NY I I drawing title I I I I FOUNDATION SECTIONS II I I I I status Permit project no. 1410 scale drawn by — — — — — — — — — —page date date 02.05.2016 13 of 14 I drawing no. I I I S-301 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I SILMAN #15989 All dimensions to be checked on site.Do not scale. I I I I I I I I I I I PLATE WASHER AT BOTTOM OF COUNTER—BORED HOLE WITH DOUBLE NUT. FILL WITH I EPDXY AFTER I I I I I I I I I I I I I )/2"0 THRU—BOLT IN OVERSIZED HOLE FILLED WITH EPDXY I I I SOLID HARDWOOD SHIM PLATE WASHER AT i L J BOTTOM OF COUNTER—BORED HOLE I PLATE WASHER WITH DOUBLE NUT. FILL WITH EPDXY AFTER I I Y"O THRU—BOLT IN I SIMILAR DETAIL AT EXTERIOR PURLIN OVERSIZED HOLE WITH UNDERSIDE OF PURLIN FILLED WITH EPDXY I COUNTER—BORED AND PLUGGED TO I HIDE CONNECTION. PURLIN MAY GET SLIGHTLY DEEPER AND WIDER TO 3/" PLATE MORTISED INTO ACCOMMODATE UNDERSIDE OF GLULAM ROUND HSS STEEL COLUMN, SEE PLAN I FOR SIZE I I I I I I I I ' TYPICAL CONNECTION OF WOOD RAFTER PROPSED COLUMN TO I TO KNEE WALL GLULAMS CONNECTION SCALE: 1"=l'—O" SCALE: NTS I I I � I I I I I I I I I i I i I I I i I revisions — — — — — — — — — — — - - — — — — — — — — — — - - — — — — — — — — — — — II — — — — — — — — — — — — I — — — — — — — — — — — - - — — — — — — — — — — - - — — — — — — — — — — — I seal&signature IRA 0CD ,��, I � g rte; I I ��N I I key plan I I I I I I I I I I I I I I I I I I I I client I Dana Ben Ari&Nikola Duravicevic I I 282 Washington Avenue Brooklyn NY 11205I I _ _ _ _ _ _ _ _ _ _ I I architects I Shenton Architects LLP 195 Plymouth Street Brooklyn I I NY 11201 SO-IL I I 68 Jay Street,#501 Brooklyn NY 11201I I I I structural engineer I I Silman I 2 Old Slip, 10th Floor New York NY 10005 I — — — — — — — — — — — — mep engineer 2LS Consulting Engineers I 150 West 30th Street I I INew York NY 10001 I I I civil engineer I I DB Bennett 20 Inkberry Street I East Hampton I NY 11937 I — — — — — — — — — — — — surveyor Nathan Corwin Land Surveyor I 1586 Main Rd. Jamesport I NY 11947 I I I project title I I East Marion House i Rocky Point Road, East Marion, NY I I I I drawing title I I ISUPERSTRUCTURE I I SECTIONS I I I I I status Permit project no. 1410 scale AS NOTED drawn by I I date 02.05.2016 page 14 of 14 I I drawing no. I S-400 I I SILMAN#15989 II dimensions to be checked n site. Do not scale. ABBREVIATIONS NOTE: NOT ALL SYMBOLS AND ABBREVIATIONS MAY BE USED. AC AIR CONDITIONING UNIT ACC AIR COOLED CONDENSER DB DRY BULB ID INSIDE DIAMETER SEC SECOND ACU AIR COOLED CONDENSING UNIT DDC DIRECT DIGITAL CONTROL IN INCHES SENS SENSIBLE AD ACCESS DOOR DIA DIAMETER INIT INITIAL SF SUPPLY FAN AFF ABOVE FINISHED FLOOR DISCH DISCHARGE KW KILOWATT SP STATIC PRESSURE IN WG AHU AIR HANDLING UNIT_ DN DOWN LAT LEAVING AIR TEMPERATURE SR/SG SUPPLY REGISTER/GRILLE AL ACOUSTICAL LINING DWG DRAWING LB POUND SRV SAFETY RELIEF VALVE AMB AMBIENT EA EXHAUST AIR OR EACH LD LINEAR DIFFUSER SUP SUPPLY AMS AIR FLOW MEASURING STATION EAT ENTERING AIR TEMPERATURE LDB LEAVING DRY BULB TEMPERATURE TRG TRANSFER GRILLE AP ACCESS PANEL EDB ENTERING DRY BULB TEMPERATURE LF LINEAR FOOT TOD TOP OF DUCT APD AIR PRESSURE DROP EF EXHAUST FAN LG LINEAR GRILLE TOP TOP OF PIPE ARCH ARCHITECTURAL EFF EFFICIENCY LOC LOCATION TOT TOTAL ATC AUTOMATIC TEMPERATURE CONTROL ELEC ELECTRIC LVG LEAVING TSP TOTAL STATIC PRESSURE AVG AVERAGE ELEV ELEVATION LWB LEAVING WET BULB TEMPERATURE TYP TYPICAL B OR BLR BOILER ENT ENTERING LWT LEAVING WATER TEMPERATURE UH UNIT HEATER BAS BUILDING AUTOMATION SYSTEM ER/EG EXHAUST REGISTER/GRILLE MAX MAXIMUM VD MANUAL VOLUME DAMPER BDD BACKDRAFT DAMPER ESP EXTERNAL STATIC PRESSURE MBH 1000 BTU PER HOUR VEL VELOCITY BFS BOILER FEED SYSTEM ET EXPANSION TANK MECH MECHANICAL VFD VARIABLE FREQUENCY DRIVE BHP BRAKE HORSEPOWER OR BOILER HORSEPOWE EWB ENTERING WET BULB TEMPERATURE MER MECHANICAL EQUIPMENT ROOM W/ WITH BI BACKWARD INCLINED EWT ENTERING WATER TEMPERATURE MFR MANUFACTURER W/O WITHOUT BLDG BUILDING EXH EXHAUST MIN MINIMUM OR MINUTE WB WET BULB BOD BOTTOM OF DUCT EXIST EXISTING NC NORMALLY CLOSED WCU WATER COOLED CONDENSING UNIT BOP BOTTOM OF PIPE EXT EXTERNAL NIC NOT IN CONTRACT WG WATER GAUGE BOT BOTTOM FA FACE AREA OR FREE AREA NO NORMALLY OPEN OR NUMBER WMS WIRE MESH SCREEN BTU BRITISH THERMAL UNIT FC FLEXIBLE CONNECTION NTS NOT TO SCALE WPD WATER PRESSURE DROP BTUH BTU PER HOUR FD FIRE DAMPER OR FLOOR DRAIN OA OUTSIDE AIR CRAC COMPUTER ROOM AIR CONDITIONING UNIT FLEX FLEXIBLE OAI OUTSIDE AIR INTAKE CC COOLING COIL FLR FLOOR OBD OPPOSED BLADE DAMPER FLTR FILTER OED OPEN ENDED DUCT CD CEILING DIFFUSER FM FLOW METERING DEVICE P PUMP CFH CUBIC FEET PER HOUR FPM FEET PER MINUTE PD PRESSURE DROP CFM CUBIC FEET PER MINUTE FPS FEET PER SECOND POS POSITION evisions CLG COOLING FTR FINNED TUBE RADIATION PR WATER PRESSURE REDUCING VALVE — — — CMPR COMPRESSOR GPH GALLONS PER HOUR PRESS PRESSURE — — — CO CLEAN OUT GPM GALLONS PER MINUTE QTY QUANTITY — — — COL COLUMN GR GRILLE RA RETURN OR RELIEF AIR CONC CONCRETE GRV GRAVITY ROOF VENT RCP RADIANT CEILING PANEL — — — COND CONDUIT H HUMIDIFIER RET RETURN eal & signature CONN CONNECTION HC HEATING COIL REV REVISION CONT CONTINUATION HP HORSEPOWER RF RETURN FAN CP CONDENSATE PUMP HTG HEATING R RELIEF CU CONDENSING UNIT H HOOD OR RELATIVE HUMIDITY � :• � I w CUH CABINET UNIT HEATER RHC REHEAT COILRM ROOM CV AUTOMATIC CONTROL VALVE RPM REVOLUTIONS PER MINUTE Fss��'*` ey plan RR/RG RETURN REGISTER/GRILLE RV RELIEF VALVE SA SUPPLY AIR OR SOUND ATTENUATOR DRAWING LIST GENERAL NOTES DRAWING # DRAWING NAME lient 1. ACCESSORIES & DEVICES: FLOW DIAGRAMS, EQUIPMENT COMPONENT DIAGRAMS & FLOOR PLANS DO NOT SHOW ALL ACCESSORIES AND Dana Ben Ari & Nikola Duravicevic 101.00 MECHANICAL NOTES, ABBREVIATIONS AND DRAWING LIST 1 OF 15 282 Washington AvenueDEVICES AT EQUIPMENT. PROVIDE AS SPECIFIED AND AS SHOWN ON DETAIL DRAWINGS. 3rooklyn Y 11205 M102.00 MECHANICAL SYMBOLS 2 OF 15 — — 2. CEILING PLANS: REFER TO ARCHITECTURAL CEILING PLANS FOR EXACT LOCATIONS OF ALL THE DIFFUSERS, REGISTERS, AND GRILLES. rchitects M201.00 MECHANICAL SPECIFICATION 1 OF 23 OF 15 COORDINATE ALL DIFFUSER FRAMES WITH CEILING TYPE IN WHICH THEY ARE TO BE INSTALLED. 95 Plynuth'Street tects LP rooklyn M202.00 MECHANICAL SPECIFICATION 2 OF 2Y 11201 4 OF 15 3. CEILING SPACES: CEILING SPACE FOR THE INSTALLATION OF EQUIPMENT, DUCTS AND PIPING IS LIMITED. CABLE TRAYS, SPRINKLER MAINS o_ IL AND DRAINAGE PIPING ARE PRESENT. CLOSELY COORDINATE THE INSTALLATION OF MECHANICAL SYSTEMS WITH THE ELECTRICAL AND 8 Jay Street, #501 M300.00 MECHANICAL DUCTWORK BASEMENT FLOOR PLAN 5 OF 15 PLUMBING WORK. MAKE FULL USE OF ANY ADDITIONAL SPACE BETWEEN BEAMS FOR RISES, DROPS AND CROSSOVERS. Y 111201 M301.00 MECHANICAL DUCTWORK 1ST FLOOR PLAN 6 OF 15tructurai ngineer — 4. HYDRONIC SUPPLY AND RETURN PIPE RUNOUTS: BRANCH PIPING TO TERMINAL HEATING AND REHEAT COILS SHALL BE 3/4" UNLESS Silman Associates M302.00 MECHANICAL DUCTWORK 2ND FLOOR PLAN 7 OF 15 OTHERWISE NOTED. 32 old Slip, loth Floor ew York Y 10005 M350.00 MECHANICAL PIPING BASEMENT FLOOR PLAN 8 OF 15 5. LIFE SAFETY: REFER TO ARCHITECTURAL DRAWINGS FOR FIRE AND/OR SMOKE-RATED WALL/PARTITION/FLOOR/ROOF LOCATIONS AND — — — mep engineer M351.00 MECHANICAL PIPING 1ST FLOOR PLAN 9 OF 15 RATINGS. LS Consulting Engineers 50 W. 30th Street M352.00 MECHANICAL PIPING 2ND FLOOR PLAN 10 OF 15 6. MECHANICAL ROOMS: INSTALL ALL DUCTWORK, PIPING AND THEIR SUPPORTS AS HIGH AS POSSIBLE. PROVIDE A MINIMUM WALK-THROUGH New York, NY 10001 HEIGHT OF 7'-6" CLEAR ABOVE THE FLOOR. INSTALL SUSPENDED EQUIPMENT WITHIN A REASONABLY ACCESSIBLE HEIGHT (10'-0" MAX.) M353.00 MECHANICAL PIPING ROOF FLOOR PLAN 11 OF 15 ABOVE THE FLOOR. ivil engineer M401.00 MECHANICAL DETAILS SHEET 1 OF 2 12 OF 15 DB Bennett 7. OPENINGS: COORDINATE THE SIZE AND LOCATION OF ALL WALL, FLOOR AND ROOF OPENINGS REQUIRED WITH THE GENERAL CONTRACTOR. 20 Inkberry Street ast Hampton M402.00 MECHANICAL DETAILS SHEET 2 OF 2 13 OF 15 Y 11937 8. EXISTING SYSTEM SHUTDOWNS: CLOSELY COORDINATE SHUTDOWNS WITH THE OWNER AND OBTAIN WRITTEN PERMISSION NOT LESS THAN — — — M501.00 MECHANICAL RISER DIAGRAMS 14 OF 15 TWO WEEKS AHEAD OF TIME. urveyorathan Corwin Land Surveyor M601.00 MECHANICAL SCHEDULES 586 Main Rd. 15 OF 15 amesport 9. REVIEW AND REFERENCE: REVIEW & REFER TO ALL MECHANICAL (HVAC), PLUMBING, ELECTRICAL, & STRUCTURAL DRAWINGS SHOWING Y 11947 ORIGINAL DESIGN AND/OR EXISTING CONDITIONS IN THE BUILDING BEFORE THE START OF ANY NEW WORK. roject title 10. PROVIDE VOLUME DAMPERS IN BRANCH AND RUN OUT DUCTWORK FOR ALL AIR OUTLETS AND INLETS. WHERE DAMPERS ARE ABOVE Hast Marion House LINE DESIGNATIONS Rocky Point Road, East Marion, IVY NON-ACCESSIBLE CEILINGS OR ARE WITHIN NON-ACCESSIBLE CONSTRUCTION, CORD OPERATORS SHALL BE PROVIDED. yawing title MECHANICAL NOTES, EXISTING ABBREVATIONS NEW AND DRAWING LIST ^ ^ v v v x DEMOLISHED ERMIT E009project no. N HIDDEN cale drawn by NTS X CENTERLINE205,2016 Page THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPUCABLE CODES. M 101 , 00 II dimensions to be checked n site. Do not scale. SYMBOLS CENTERLINE 3 WAY CONTROL VALVE O DIAMETER I MD MOTORIZED DAMPER W/ACCESS DOOR -�- OVAL --I I---- CALIBRATED BALANCING VALVE BFP BACK FLOW PREVENTOR ASSEMBLY DUCT ACCESS DOOR BOILER BLOWDOWN VALVE FLEXIBLE PIPING CONNECTOR -- FLOW CONTROL DEVICE D CHECK VALVE R DRAIN VALVE W/ CAPPED HOSE END OR NIPPLE, �— DUCT RISE M FLOW METER 3/4" UNLESS OTHERWISE SPECIFIED _y D DUCT DROP PIPE ANCHOR �" LOCK SHIELD SHUTOFF VALVE —d-�- UNDERCUT DOOR PIPE CAP, DUCT CAP, OR BLIND FLANGE E DOOR LOUVER PIPE GUIDE - �P PRESSURE REDUCING OR REGULATING VALVE IMOD MOTORIZED DAMPER W/ACCESS DOOR PIPE RISER UP AND DOWN OR ELBOW UP SAFETY RELIEF VALVE C PIPE RISER OR ELBOW DOWN H SHUTOFF VALVE I BDD GRAVITY BACKDRAFT DAMPER W/ACCESS DOOR HEAT ACTUATED SHUTOF VALVE DUCT-MOUNTED REHEAT COIL WITH ACCESS DOOR PRESSURE GAUGE (WATER) W/ SOLENOID VALVE AIR CONTROL DEVICE SNUBBER AND NEEDLE VALVE r- PROVIDE TRANSITIONS BETWEEN COMPONENTS i4_ STOP AND CHECK VALVE L -,CL�= SEE SCHEDULES FOR COMPONENTS PRESSURE GAUGE (STEAM) W/ THROTTLING VALVE ACCESS SPACE SHOWN DOTTED-DO NOT BLOCK W/ PIPING, CONDUITS, DUCTWORK, ETC. SIPHON AND NEEDLE VALVE TRIPLE-DUTY VALVE (ACCESS SPACE IS FROM CEILING TO TOP OF ,-, --�' r- � CAPPED PRESSURE GAUGE TAP W/ L -�� AIR CONTROL DEVICE-COORDINATE WITH ALL TRADES) P/. NEEDLE VALVE Y-TYPE STRAINER W/ CAPPED HOSE END OR NIPPLE m Y-TYPE STRAINER W/ TAPPING SIZE PRESSURE/TEMPERATURE TEST PLUG SHUTOFF VALVE TO 1" W/ CAPPED HOSE END OR NIPPLE O SPACE THERMOSTAT PUMP RETURN AIR REGISTER/GRILLE QS SPACE TEMPERATURE SENSOR STEAM TRAP ASSEMBLY WITHOUT BYPASS; SEE DETAIL DPT® EXHAUST AIR REGISTER/GRILLE DIFFERENTIAL PRESSURE TRANSMITTER - WATER STEAM TRAP ASSEMBLY WITH BYPASS; SEE DETAIL r-T] STEAM TRAP i PT PRESSURE TRANSMITTER CEILING DIFFUSER-DIFFUSER NECK SIZE, AIR evisions QUANTITY & DIRECTION OF BLOW AS NOTED T I POINT OF CONNECTION NEW-TO-EXISTING THERMOMETER CONNECTION OF FLEXIBLE ROUND DUCT T THERMOMETER WELL ONLY TO RECTANGULAR DUCT WITH VOLUME DAMPER EXTENT OF DEMOLITION-TO-EXISTING WORK TO REMAIN I�--- UNION OR PAIR OF FLANGES r' MANUAL VOLUME DAMPER A AUTOMATIC AIR VENT W/ SHUTOFF VALVE, eal & FLEXIBLE DUCT CONNECTION PIPE TO DRAIN M ® ® SUPPLY AIR DUCT UP/DOWN 2. 1/2" MANUAL AIR OR STEAM VENT W/ " SHUTOFF VALVE AND CAP T ® ® EXHAUST DUCT UP/DOWN L'ggtOM THERMOSTATIC AIR VENT W/ SHUTOFF VALVE, PIPE TO DRAIN z z RETURN DUCT UP/DOWN e y plan 2 WAY CONTROL VALVE SECTION LETTER DRAWING NUMBER WHERE SECTION IS DRAWN tient Dana Ben Ari & Nikola Duravicevic 82 Washington Avenue Brooklyn Y 11205 rchitects Shenton Architects LLP 95 Plymouth Street Brooklyn Y 11201 O- IL 8 Jay Street, #501 Brooklyn Y 11201 tructural engineer ilman Associates 2 Old Slip, 10th Floor ew York Y 10005 mep engineer LS Consulting Engineers 50 W. 30th Street New York, NY 10001 ivil engineer B Bennett 0 Inkberry Street E_Hast Hampton Y 11937 urveyor athan Corwin Land Surveyor 586 Main Rd. amesport Y 11947 roject title ast Marion House Rocky Point Road, East Marion, NY drawing title MECHANICAL SYMBOLS N ERMIT _ _ E009-01-001 A tutus project no. cute drawn by NTS _ _ XX _ ate page 2.05.2016 2 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE NTH APPLICABLE CODES. Mml 02100 II dimensions to be checked n site. Do not scale. MECHANICAL SPECIFICATION HAVE A POSITIVE PRESSURE RATING OF 10 IN. W.G. 1. GENERAL G. PROVIDE MANUAL BALANCING DAMPERS AS REQUIRED TO PROPERLY BALANCE THE AIR DISTRIBUTION SYSTEM AS 6. HANGER RODS SHALL BE OF THE FOLLOWING SIZE AND SPACING: A. WORK SHALL CONFORM TO THE REQUIREMENTS OF APPLICABLE GOVERNMENTAL REGULATIONS AND SHALL BEAR SHOWN ON DRAWINGS AND AS LISTED BELOW: MAXIMUM 3. KITCHEN EXHAUST DUCTWORK SHALL BE INSULATED BY EITHER AS DESCRIBED BELOW: APPROVAL CERTIFICATES AS APPLICABLE. 1. ALL SUPPLY AIR MAIN BRANCHES FROM TRUNK, EACH SPLIT,AND ALL SUB-BRANCHES FROM MAINS SHALL HAVE 7. PIPE SIZE HANGER ROD DIAMETER SPACING A) A MINIMUM INSULATION COVERING OF 2"ASBESTOS FREE CALCIUM SILICATE BLOCK 1200° BALANCING DAMPERS. ( F MAXIMUM B. WORK SHALL CONFORM TO THE STANDARD OF THE BUILDING AND BE APPROVED BY THE BUILDING'S SERVICE),ATTACHED WITH 1" HIGH RIB COPPER STEEL LATH. FINISHED WITH TWO COATS OF CEMENT. REPRESENTATIVES BEFORE COMMENCING WORK. 2. EXHAUST AND RETURN MAIN BRANCHES FROM TRUNK, EACH SPLIT AND ALL SUB-BRANCHES FROM MAINS SHALL HAVE INSURE THAT THE INSULATION EXTENDS THROUGH ALL WALL PENETRATIONS TO SEPARATE THE DUCTS C. THE LATEST EDITION OF THE AIA GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, OR AS REQUIRED BY BALANCING DAMPERS. 1" SMALLER 3/8" 6 FEET FROM THE BUILDING CONSTRUCTION. CALCIUM SILICATE TO BE MANUFACTURER BY OWENS-CORNING THE ARCHITECTURAL DOCUMENTS AND/OR THE STRUCTURAL ENGINEERS DOCUMENTS ARE PART OF THE CONTRACT. 3. IF DAMPER IS NOT ACCESSIBLE, OR IS LOCATED ABOVE A PLASTER OR DRYWALL CEILING, PROVIDE A REMOTE DAMPER FIBERGLASS CORP. OR APPROVED EQUAL. D. PRIOR TO SUBMISSION OF THE BID, THIS CONTRACTOR SHALL VISIT THE JOB SITE TO ASCERTAIN THE ACTUAL FIELD ACTUATOR AND DAMPER AS MANUFACTURED BY YOUNG REGULATOR MODEL 896-C WITH NO. 1200A RIGHT ANGLE WORK B) A LIGHTWEIGHT DUCTWRAP, NON-ASBESTOS, HIGH TEMPERATURE, INORGANIC, CERAMIC FIBER GEAR AND DAMPER MODEL 820 OR APPROVED EQUAL. 1-1/4"TO 2" 1/2" 9 FEET BLANKET CONDITIONS AS THEY RELATE TO THE WORK INDICATED ON THE DRAWINGS AND DESCRIBED HEREIN. TOTALLY ENCAPSULATED IN FOIL/SCRIM HAVING A SERVICE TEMPERATURE RANGE UP TO 2000°F AND AN MEA DISCREPANCIES, IF ANY, SHALL BE BROUGHT TO THE ENGINEER S ATTENTION PRIOR TO SUBMISSION OF THE BID, H. SLOPE AND DRAIN ALL DUCTS EXPOSED TO MOISTURE, CONSTRUCT OF ALUMINUM AND DO NOT INTERNALLY LINE. NUMBER. INSULATION SHALL BE IN DIRECT CONTACT WITH THE DUCT IT ENCLOSES. PROTECT EVERY AND IF NOT RESOLVED HA SATISFACTION, SHALL BE SUBMITTED AS A WRITTEN QUALIFICATION OF THE BID. I. AUTOMATIC CONTROL DAMPERS: PROVIDE DAMPERS WITH PARALLEL BLADES FOR 2-POSITION OR MIXING CONTROL, 2-1/2" LARGER 1/2" 11 FEET PORTION OF THE DUCT WITH ONE (1) 1-1/2"THICK LAYER AS APPROVED FOR GREASE AND AIR DUCTS. SUBMISSION OF A BID SHALL BE EVIDENCE THAT SITE VERIFICATION HAS BEEN PERFORMED AS DESCRIBED ABOVE. OR OPPOSED BLADES FOR MODULATING CONTROL OF CONSTANT OR VARIABLE VOLUME SYSTEM. AUTOMATIC OVERLAP BOTH PERIMETER AND LONGITUDINAL JOINTS WITH A MINIMUM OF 3" PER LAYER OF MATERIAL. E. THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS ASSOCIATED WITH THIS PROJECT INCLUDING DAMPERS ARE TO BE VERY LOW LEAKING TYPE WITH A MAXIMUM LEAKAGE RATE OF 6 CFM PER SQUARE FOOT AT 4" G. UINIONS WITH REMOVABLE SECTIONS OF PIPING SHA DUCTWRAP TO BE FIREMASTER FASTWR NU (MEA#413-02-M C MANUFACTURED OR URED BY THERMAL CERAMICS OR GENERAL CONSTRUCTION, DEMOLITION, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER LL BE INSTALLED A ALL EQUIPMENT TO PERMIT EASE OF FIRE BARRIER 15A(MEA# 147-01-M)AS MANUFACTURED BY 3M COMPANY OR APPROVED EQUAL. W.G. DAMPER MATERIAL SHALL BE THE SAME AS DUCT. PROVIDE WEATHERPROOF COMPONENTS FOR DAMPERS INA DISCONNECTION FOR EQUIPMENT SERVICE/REMOVALS WITHOUT DISMANTLING OF MAJOR PORTIONS OF CONNECTED PLANS AND SPECIFICATIONS. ALL WORK REQUIRED IN THE BID WHICH IS INDICATED OR IMPLIED TO BE PERFORMED MOISTURE ENVIRONMENT, PIPING. H. PIPING INSULATION: BY THIS TRADE IN OTHER SECTIONS OF THE WORK SHALL BE INCLUDED IN THEIR BID. IF A CONFLICT OCCURS IN THE J. LOUVERS SHALL BE AS SPECIFIED BY THE ARCHITECT AND COORDINATED TO MATCH THE BASE BUILDING EXTERIOR H. PROVIDE TEES IN PIPING SYSTEM FOR TESTING 1. CONDENSATE DRAIN AND DOME �� BID SPECIFICATIONS AND/OR ON THE DRAWINGS, THE MORE STRINGENT SITUATION SHALL APPLY. G AND BALANCING, AND INSTALLATIONS OF FLOW OR FLOAT SWITCHES, DOMESTIC WATER MAKE-UP PIPING SHALL BE INSULATED WITH 1 THICK MOLDED GLASS FIBER SUBMIT THE SELECTED LOUVERS PRESSURE DROP AND WATER PENETRATION CHARACTERISTICS FOR REVIEW. GAUGED, THERMOMETERS AND OTHER BALANCING AND CONTROL DEVICES, COORDINATE WITH THE CONTROL WITH A MAXIMUM K FACTOR OF 0.24 AT 75 DECREE F MEAN TEMPERATURE AND FACTORY APPLIED VAPOR BARRIER F. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN LOUVERS NOT SPECIFIED BY THE ARCHITECT AT A MINIMUM SHALL BE OUTDOOR LOUVERS AS MANUFACTURED BY CONTRACTOR AND BALANCER. JACKET. CONTRACT. IT IS NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING, OR COMPONENT. HOWEVER, ARROW LOUVER AND DAMPER CO. OR CONSTRUCTION SPECIALTIES. LOUVERS SHALL HAVE AN EXTRUDED ALUMINUM I. PROVIDE 2. CONDENSER AUTOMATIC PRESSURE RELIEF VALVES AND VACUUM BREAKERS TO PREVENT AGAINST PIPE RUPT R ESIN DI WATER PIPING SHALL BE INSULATED WITH 1 THICK MOLDED GLASS FIBER FOR PIPE SIZES " CONTRACT DOCUMENTS REQUIRE COMPONENTS AND MATERIALS WHETHER OR NOT INDICATED OR SPECIFIED AS STRUCTURE WITH AN ANODIZED ALUMINUM MILL FINISH OR FINISH AS SPECIFIED BY THE BUILDING MANAGEMENT. RUPTURE S ES UP TO 1-1/2 NECESSARY TO MAKE THE INSTALLATION COMPLETE AND OPERATIONAL. FINAL LOCATIONS OF DIFFUSERS, GRILLES, LOUVERS ARE ALSO TO BE PROVIDED WITH 1/2"WIRE MESH ALUMINUM BIRD SCREENS. ALL LOUVER SECTIONS NOT IN SYPHONING ACTIONS. EXTEND DRAINS FROM RELIEF VALVES TO SPILL OVER FLOOR DRAINS. INCHES IN DIAMETER AND .24 THICK FOR PIPE SIZES LARGER THAN 1ND INCHES IN DIAMETER. INSULATION SHALL HAVE J. ALL PIPE SLEEVES SHALL BE SCHEDULE 40 GALVANIZED STEEL. ANNULUS BETWEEN PIPE OR PIPE INSULATION AND A MAXIMUM K FACTOR OF 224 AT 75 DEGREE F MEAN TEMPERATURE AND FACTORY APPLIED VAPOR BARRIER JACKET. REGISTERS, THERMOSTATS, SENSORS, SWITCHES AND ANY WALL MOUNTED DEVICES SHALL BE AS PER THE USE SHALL BE BLANKED-OFF WITH AN INSULATED SHEET METAL PANEL. 3. HOT WATER PIPING UP TO 220 DE ARCHITECT. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID CONFLICT. SLEEVE SHALL BE CAULKED WITH A NON-COMBUSTIBLE MATERIAL TO WITHIN 1/4"OF WALL FACES AND FILLED WITH GR"THF SHALL BE INSULATED WITH H THICK MOLDED GLASS FIBER FOR PIPE SIZES UP G. ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL K. KITCHEN EXHAUST: CAULKING COMPOUND FOR INTERIOR SLEEVES. EXTERIOR SLEEVES OR WATERPROOF SLEEVES SHALL UNITIZE LINK TO 1-1/2" INCHES IN DIAMETER AND 2"THICK FOR PIPE SIZES LARGER THAN 1-1/2" INCHES IN DIAMETER. INSULATION 1. ALL KITCHEN COOKING EQUIPMENT EXHAUST DUCTWORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SEAL(LS)TYPE TO FILL THE ANNULUS. PROVIDE ESCUTCHEONS ON ALL EXPOSED PIPING THROUGH WALLS OR SHALL HAVE A MAXIMUM K FACTOR OF 0.24 AT 75 DEGREE F MEAN TEMPERATURE AND FACTORY APPLIED VAPOR BARRIER ACCEPTANCE OF THIS WORK. FINAL ACCEPTANCE SHALL BE DEFINED AS THE TIME AT WHICH THE MECHANICAL JACKET. WORK IS TAKEN OVER AND ACCEPTED BY THE OWNER,AND IS UNDER CARE, CUSTODY, AND CONTROL OF THE FOLLOWING SCHEDULE: FLOORS HELD IN PLACE WITH SCREWS. OWNER. ENGAGE THE SERVICES OF VARIOUS MANUFACTURERS SUPPLYING THE EQUIPMENT FOR THE PROPERA) INTERIOR KITCHEN EXHAUST DUCTWORK: K. PROVIDE SECURELY FASTENED LABELING OF ALL PIPING(BOTH EXPOSED AND CONCEALED) IN ACCORDANCE WITH 4. OUTDOOR PIPING: STARTUP AND OPERATION OF ALL SYSTEMS INSTALLED, ANSI STANDARDS AND COLOR CODED AS PER BUILDING MANAGEMENT STANDARDS. LABELING SHOULD BE PROVIDED 20 FEET ON CENTERS AND/OR AT LEAST ONCE IN EACH ENCLOSED SPACE OR ROOM WHERE THE WALLS EXTEND A) INSULATION T OUTDOOR PIPING SHALL BE TWICE THE THICKNESS LISTED FOR INDOOR PIPE BUT MORE H. DEVIATIONS FROM CONTRACT DOCUMENTS AND SUBSTITUTION OF MATERIALS OR EQUIPMENT FOR THOSE SPECIFIED THAN 4". HEAT TRACE IF USED IN WINTER OR NOT DRAINED. SHALL BE REQUESTED INDIVIDUALLY IN WRITING. SUBMIT LETTER BEFORE TRANSMITTAL OF PRODUCT DATA TO THE GAUGE DUCT AREA ABOVE THE CEILING. PROJECT TEAM FOR THEIR REVIEWAND APPROVAL. DESCRIBE REASON FOR CHANGE, CONNECTIONS TO ADJACENT NO. 16 UP TO 1.0 SQ. FT. L. PROVIDE VALVE TAGS AND CHARTS: B) PROVIDE JACKETS MADE OF 0.016"ALUMINUM HELD WITH A FRICTION TYPE, Z-LOCK AND ALUMINUM BANDS. MATERIALS, ELECTRICAL SERVICES, SERVICE ACCESS REQUIREMENTS, DIFFERENCES IN OPERATING NO. 14 UP TO 1.3 SQ. FT. 1. EACH VALVE SHALL HAVE A 2 INCH DIAMETER BRASS TAG WITH 1 INCH HIGH NUMERAL STAMPED THEREON, SECURED TO PROVIDE A MOISTURE BARRIER LINING. CHARACTERISTICS OR CYCLES AND ALL OTHER POINTS OF DEVIATION. CONTRACTOR TO ASSUME FULL THE VALVE BY MEANS OF BRASS S HOOK OR BRASS CHAIN. EACH SYSTEM TO HAVE A LETTER DESIGNATION INDICATING C) COORDINATE WITH ELECTRICAL CONTRACTOR FOR ALL HEAT TRACING REQUIREMENTS AND PIPING LENGTH SERVICE. REQUIREMENTS. ELECTRICAL TO PROVIDE CABLING AND THERMOSTAT. I. THE CONTRACTOR IS TO OBTAIN A COPY OF THE BUILDING RULES AND REGULATIONS PRIOR TO BID SUBMISSION.ALL NO. 10 LARGER THAN 1.7 SQ. FT. N 5.D NEATLY DRAWN VALVE CHART, PROPERLY FRAMED, SHOWING THE USE INDOOR PIPING EXPOSED I WORK MUST BE INSTALLED IN ACCORDANCE WITH THE BUILDING RULES AND REGULATIONS. DETERMINE 2. THE CONTRACTOR SHALL FURNISH AN APPROVEKITCHENS: PROVIDE JACKETS OVER INDOOR PIPE MADE OF 0.016"ALUMINUM HELD WITH A AND LOCATION OF EACH VALVE THAT IS TAGGED. FRICTION TYPE, Z-LOCK AND ALUMINUM BANDS. PROVIDE A MOISTURE BARRIER LINING. REQUIREMENTS AND THE EXTENT OF PREMIUM TIME WORK REQUIRED BY BUILDING, FOR THE PURPOSE OF THE BID 2. KITCHEN EXHAUST DUCTWORK SHALL BE SIZED AT A MINIMUM VELOCITY OF 1800 FPM AND SHALL NOT EXCEED A M. PROVIDE NEW HOT(WET)TAP CONNECTION INTO PIPING SYSTEMS AS INDICATED ON THE PLANSHOT TAP TO BE 6. ALL PIPING INSULATION TO BE INSTALLED WITH LONGITUDINAL LAP AND VAPOR BARRIER JOINT SEAL STRIPS WITH ASSUME ANY NOISY WORK(E.G., CHOPPING, CORE DRILLING, ETC.)AND BASE BUILDING SYSTEMS INTERRUPTIONS VELOCITY OF 2200 FPM. . ARE TO BE PERFORMED OUTSIDE NORMAL BUSINESS HOURS. PERFORMED BY A QUALIFIED CONTRACTOR WHO IS SPECIALIZED IN PERFORMING THIS TYPE OF WORK. ADHESIVE OR SELF-SEALING LAPS. FITTINGS, FLANGES, AND VALVES SHALL BE I 3. DUCTS SHALL HAVE WELDED SEAMS IN ACCORDANCE WITH SMACNA GUIDELINES FOR WELDING SHEET METAL AND 2"X 2" CONTRACTORS NAME SHALL BE SUBMITTED TO THE OWNER, OWNERS REPRESENTATIVE, BUILDING MANAGEMENT PRE-CUT FITTINGS WITH ME INSULATED WITH PRE-MOLDED AND J. REMOVAL, TEMPORARY CONNECTIONS AND RELOCATION OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE X 1/4" MATCHED ANGLE IRON JOINT CONNECTIONS. ALL JOINTS SHALL BE GROUND SMOOTH, FITTED AND WELDED TO AND ENGINEER FOR APPROVAL PRIOR TO COMMENCING WORK. TERED SEGMENTS. INSTALLATION OF THE NEW SYSTEMS. ALL EXISTING CONDITIONS ARE NOT COMPLETELY DETAILED ON THE MAKE CONNECTIONS GREASE-PROOF AND AIRTIGHT. N. VALVES AND STRAINERS: DRAWINGS. THE CONTRACTOR SHALL SURVEY THE SITE AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON 4. THE EXTERIOR OF ALL KITCHEN COOKING EQUIPMENT VENTILATION DUCTS SHALL HAVE WELDED 1-1/2"X 1-1/2"X 1/8" 1. VALVES, STRAINERS, STEAM TRAPS, ETC. SHALL NOT VIII.ACOUSTICAL TREATMENT K. EXISTING CONDITIONS FOR PROPER INSTALLATION OF NEW WORK. ANGLES, PUNCHED FOR SECURING BLOCK INSULATION. CONTAIN ASBESTOS AND HAVE THE NAME OF THE MANUFACTURER A. MATERIAL: SEMI-RIGID, MAT-FACED GLASS FIBER AND GUARANTEED WORKING PRESSURE CAST OR STAMPED ON BODIES. VALVES OF SIMILAR TYPE SHALL BE BY A SINGLE DUCT LINER WITH BINDER COAT ON AIR SIDE, M K LB.AC DENSITY FOR PLAN INSTALLATION OF NEW WORK AND CONNECTIONS TO EXISTING WORK TO INSURE MINIMUM INTERFERENCE 5. PROVIDE 18"X 18"(OR LARGEST FEASIBLE)AIR, WATER AND GAS TIGHT ACCESS DOORS ON SIDE OF HORIZONTAL DUCT MANUFACTURER. LINER THICKNESSES UP TO 1", 4-1/2 LB. DENSITY FOR LINERS GREATER THAN 1"THICK, WITH REGULAR OPERATION OF EXISTING FACILITIES. ALL SYSTEM SHUTDOWNS AFFECTING OTHER AREAS SHALL BE C MAXIMUM K FACTOR OF 0.26 AT AT 15 FT. SPACING AND EVERY CHANGE IN DIRECTION ON BOTH SIDES OF FITTING TO ALLOW THOROUGH CLEANING OF 2. VALVES 6"AND LARGER SHALL HAVE GEAR OPERATORS AND HAND WHEELS. VALVES LOCATED 7 FEET OR MORE ABOVE DAMAGE TO BINDER NIMUS FOR E. USE AT AIR VELOCITIES UP TO 6000 FPM. BINDER COAT TO BE BLACK FOR DETECTION OF COORDINATED WITH BUILDOPERATION O MANAGEMENT. DUCT. ACCESS DOORS SHALL BE SAME IN DUCT GAUGE. 75 DEGREE F L. ALL NECESSARY CUTTING AND PATCHING IN FLOOR SLABS, ROOF SLABS, WALLS, AND CEILINGS FOR THE HVAC WORK 6. ALL HORIZONTAL DUCTS SHALL BE PITCHED BACK TO HOODS 1/4" PER FOOT. PROVIDE RESIDUE TRAP AND CLEAN-OUT OPERATING FLOOR OR PLATFORM SHALL BE PROVIDED WITH CHAIN OPERATED HAND WHEELS, RUSTPROOF CHAIN AND CHAIN GUIDE. B. INSTALL LINER IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. COMPLETELY COVER ALL PORTIONS HALL BE PERFORMED BY THE CONTRACTOR. RESTORE TO MATCH EXISTING CONDITIONS. PROVISIONS AT BASE OF EACH VERTICAL RISER. OF DUCTWORK PLENUMS AND CASINGS WITH APPROVED ADHESIVE. INSTALL LINER WITH ALL TRAVERSE 3. VALVES USED FOR THROTTLING H CONTROLLING FLOW SHALL BE BALL (1"OR SMALLER) OR PLUG TYPE VALVES (ALL NEATLY BUTTED WITH NO INTERRUPT( JOINTS M. WHERE PIPE AND/OR DUCTWORK PENETRATE RATED WALLS, THE SPACE BETWEEN THE INSULATION AND THE WALL 7. ALL 90 DEG. TURNS SHALL BE MADE WITH 5-PIECE MINIMUM METERED ELBOWS AND ALL 45 DEG. TURNS WITH 3-PIECE ). VALVES FOR ISOLATION SHALL BE BALL FOR LIQUID SYSTEMS A ONS OR GAPS. COVER ALL EXPOSED EDGES, JOINTS, MECHANICAL FASTEN SIZES AND GATE FOR STEAM SYSTEMS UNLESS AND ANY DAMAGED AREAS WITH ADHESIVE. PROVIDE METAL NOSING AT EQUIPMENT DISCHARGES AND AT END ERS ALL BE CAULKED WITH NON-COMBUSTIBLE MATERIAL IN AN APPROVED MANNER. ALL PIPING AND/OR DUCTWORK MINIMUM METERED ELBOWS. ALV TO BE INSTALLED ABOVE HUNG CEILING UNLESS OTHERWISE NOTED ON DRAWINGS. THE CONTRACTOR SHALL OTHERWISE SPECIFIED. BUTTERFLY VALVE SHALL BE LUG TYPE AND MAY BE SUBSTITUTED FOR BALL VALVES FOR SIZES EDGES OF LINING, SECURE LINER WITH APPROVED MECHANICAL FASTENERS INSTALLED IN ACCORDANCE WITH COORDINATE WITH ARCHITECTURAL DRAWINGS FOR ALL CEILING ELEVATIONS. 8. CLEAN-OUT DOORS SHALL BE OF THE PAN TYPE, 2"THICK WITH CALCIUM SILICATE WITHIN THE DOOR. ALL VERTICAL 4"AND (LARGER. BUTTERFLY VALVES SHALL NOT BE USED FOR MODULATING SERVICE OR STEAM SERVICE, USE ONLY FOR SMACNA DUCT LINER APPLICATION STA 2 POSITION ISOLATION ON WATER SYSTEMS. REFER TO AUTOMATIC TEMPERATURE CONTROL SECTION FOR CONTROL TS SHALL BE SUPPORTED AT EVERY FLOOR WITH 2'X 2"X 1/4"STEEL ANGLES FASTENED TO THE TOP OF EACH FDUCLOOR NDARD. C. DO NOT EXTERNALLY INSULATE ACOUSTICALLY LINED DUCTS. N. ACCESS DOORS IN FINISHED CONSTRUCTION: THE CONTRACTOR SHALL PREPARE A LIST OF ALL ACCESS DOORS SLAB. VALVES. (MINIMUM 18"X18") REQUIRED FOR OPERATION AND MAINTENANCE OF ALL CONCEALED EQUIPMENT AND OTHER 4. VALVES SHALL HAVE WORKING PRESSURE AND TEMPERATURE RATIN D. FURNISH AND INSTALL ACOUSTICAL LINING IN DUCTWORK PLENUMS 9. BRANCH CONNECTIONS TO HOOD EXHAUST DUCT SHALL BE MADE IN EITHER HE TOP OF SIDES OF THE MAIN DUCT IN GS SAME AS PIPE FITTINGS SPECIFIED FOR THE AND CASINGS AS SHOWN ON THE DRAWINGS VICES, WHICH SHALL BE SUPPLIED E THE GENERAL CONTRACTOR FOR INSTALLATION. THE COST D FURNISH SERVICE. REGARDLESS OF SERVICE, VALVES SHALL NOT BE DESIGNED FOR LESS THAN 125 PSI STEAM WORKINGAND AS SPECIFIED BELOW: AND INSTALL ACCESS DOORS SHALL BE INCLUDED IN THE CONTRACTORS BID. THE CONTRACTOR IN ADVANCE OF MANNER TO PREVENT GREASE FROM FLOWING INTO THE BRANCH DUCT. WITH DUCT VELOCITIES GREATER THAN 2. ALL DUCTS W 0 CEILING INSTALLATIONS SHALL SUITABLY FIELD TAG AND IDENTIFY ALL CONCEALED EQUIPMENT, VALVES, DAMPERS, 10. ALL REGISTERS CONNECTED TO EXHAUST BRANCHES AND ALL DUCT CONNECTIONS OF DIFFERENT DUCT MATERIALS PRESSURE. 1 00 FPM SHALL HAVE V THICK LINING FACED WITH 24 GAUGE TC., WHICH REQUIRE ACCESS DOOR PROVISIONS. SHALL HAVE FUSIBLE LINK FIRE DAMPER. 5. LUBRICATED, TAPERED PLUG VALVES WITH LOCKING FLOW PLATE SHALL BE PROVIDED IN THE DISCHARGE PIPING FROM PERFORATED ALUMINUM OR GALVANIZED STEEL SUPPORTED 12" ON CENTER. WATER CIRCULATING PUMPS, IN THE LEAVING WATER PIPING BRANCHES FROM ALL COILS, HEAT EXCHANGER TYPES OF 2. A MINIMUM DISTANCE OF 20 FEET FROM ALL AIR CONDITIONING UNIT INLETS AND DISCHARGES WITH A MINIMUM OF ONE 11. EQUIPMENT, AND ALL RETURN WATER RISERS OF SUB-MAINS THAT CONNECT TO HYDRONIC MAINS FOR BOTH BALANCING INCH THICK ACOUSTICAL LINING. SCOPE OF WORK L. HEATING APPLIANCE CHIMNEY AND ISOLATION PURPOSES. 3. ALL TERMINAL BOXES SUPPLY DUCTWORK SHALL B _ E LINED FOR A MINIMUM DISTANCE OF 15 FEET DOWNSTREAM OF BOX evisions A. THE PROJECT SHALL GENERALLY CONSIST OF THE FOLLOWING WORK: 1. THE FACTORY BUILT CHIMNEY SHALL BE LABORATORY TESTED AND LISTED BY UNDERWRITERS' LABORATORIES, INC.AS 6. CHECK VALVES SIZED 2-1/2"AND LARGER SHALL BE IRON BODY, FLANGED ENDS, BRONZE MOUNTED, SWING PATTERN DISCHARGE WITH A MINIMUM OF ONE INCH THICK ACOUSTICAL LINING. I. CONSTANT VOLUME AIR DISTRIBUTION TO HVAC SHEET METAL DUCTWORK AND AIR OUTLETS BUILDING HEATING APPLIANCE CHIMNEY"(REFERENCE UL STANDARD 103) FOR USE WITH BUILDING HEATING EQUIPMENT, WITH REMOVABLE CAP, RE-GRINDABLE DISC AND SEAT RING. CHECK VALVES SIZED 2"AND SMALLER SHALL BE BRONZE 4. ALL RETURN/EXHAUST FANS SHALL BE ACOUSTICALLY LINED FOR A MINIMUM DISTANCE OF 20 FEET OF THE FAN INTAKE 2. BURNING GAS OR FUEL OIL AS DESCRIBED IN NFPA 211, CHAPTER 2. SPLIT HEAT PUMP UNITS WITH REMOTE CONDENSERS BODY, SCREWED ENDS, SWING PATTERN. PROVIDE SPRING LOADED, SILENT ACTION, NON-SLAM TYPE CHECK VALVE WITH AND DISCHARGE OPENING WITH A MINIMUM OF ONE INCH THICK ACOUSTICAL LINING. 3. REFRIGERANT AND CONDENSATE PIPING 2. THE DOUBLE WALL METAL VENT PIPING SHALL HAVE AN OUTER JACKET OF 0.025"THICK ALUMINIZED COATED STEEL AND REMOVABLE CAP, RE-GRINDING DISC AND SEAT RING IN ALL VERTICAL INSTALLATIONS AND DISCHARGE PIPING FROM 5. ALL TRANSFER DUCTS. 4. TOILET EXHAUST SYSTEMS AN INNER LINER OF 0.015"THICK TYPE 304 STAINLESS STEEL. THE OUTER JACKET AND INNER LINER SHALL BE SEPARATED PUMPS AS MANUFACTURED BY SMOLENKSY, MEULLER, WILLIAMS-HAGER OR MILLER. _ BY A'/z'AIR SPACE EXCEPT AS REQUIRED FOR CONSTRUCTION OF THE PIPE, WHICH SHALL BE IN ACCORDANCE WITH THE 7. BALL VALVES SHALL BE PROVIDED WITH STAINLESS STEEL BALL, STEM AND SEAT RING, TFE BUSHING AND SEAT RING 5. AUTOMATIC CONTROL SYSTEMS TERMS OF THE PRODUCT'S UL LISTING. GASKET'. BALL VALVES INSTALLED IN COPPER SYSTEMS SHALL HAVE BRONZE BODIES. BALL VALVES SHALL BE RATED FOR IX. VIBRATION ISOLATION SYSTEMS 6. REFER TO THE DRAWINGS, SCHEDULES, DETAILS, ETC AS PART OF THIS PACKAGE. 3. VERTICAL CHIMNEY SHALL BE SUPPORTED AND RESUPPORTED AT EACH FLOOR BY MEANS OF FACTORY SUPPLIED A MINIMUM OF 275 PSI @ 100 DEGREE F. BALL VALVES USED FOR THROTTLING(1"AND SMALLER)SHALL BE PROVIDED A. ALL ROTATING, REVOLVING OR RECIPROCATING EQUIPMENT, INCLUDING PIPING CONNECTIONS TO THIS EQUIPMENT ALL WORK SHALL COMPLY WITH REQUIREMENTS OF NEW YORK STATE BUILDING CODE, NEW YORK STATE ENERGY SUPPORT DEVICES, AND ALL OTHER PIPE SHALT_ BE SUPPORTED AND GUIDED AT INTERVALS SPECIFIED IN THE PRODUCT WITH A LOCKING BALANCING STOP. SHALL BE ACOUSTICALLY ISOLATED TO PREVENT THE TRANSMISSION OF OBJECTIONABLE NOISES SOUND OR B. CODE AND ALL AUTHORITIES HAVING JURISDICTION AND APPLICABLE NATIONAL, STATE AND LOCAL CODES, LAWS AND INSTALLATION INSTRUCTIONS. 8. STRAINERS OF SARCO OR MEULLER MANUFACTURER SHALL BE PROVIDED IN THE INLET PIPING TO EACH STEAM TRAP VIBRATIONS TO THE OCCUPIED SPACES AND TO THE BUILDING STRUCTURES. ALL VIBRATION ISOLATION PRODUCTS REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK SHALL BE INCORPORATED INTO AND MADE 4. CHIMNEYS PASSING THROUGH ANY PORTION OF THE BUILDING ABOVE THAT IN WHICH THE CONNECTED APPLIANCE IS MAKE UP CONNECTION, PUMP, AND AUTOMATIC CONTROL VALVE OF STEAM AND HYDRONIC SYSTEM. STRAINER SHA SHALL BE SPECIFICALLY DESIGNED FOR THEIR INTENDED USE. LL BE seal & signature PART OF THESE SPECIFICATIONS. THE CONTRACTOR IS TO INFORM THE ENGINEER OF ANY EXISTING WORK OR LOCATED MUST BE ENCLOSED WITHIN ANON-COMBUSTIBLE CHASE HAVING A ONE HOUR OR GREATER FIRE RESISTANT Y-PATTERN UNLESS OTHERWISE SPECIFIED ON DRAWINGS. STRAINERS SHALL BE OF DESIGN TO ALLOW BLOW-DOWN B. STATIC DEFLECTION OF ISOLATOR o OF S SHALL BE A MINIMUM OF 90% EFFICIENT. MATERIALS, WHICH VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR RATING AS DESCRIBED IN NFPA 211, CHAPTER 2. CHIMNEY PENETRATING A COMBUSTIBLE ROOF STRUCTURE MUST USE A ACCUMULATED DEBRIS AND TO FACILITATE REMOVAL AND REPLACEMENT OF THE STRAINER SCREEN WITHOUT C. MANUFACTURER OF VIBRATION ISOLATION EQUIPMENT SHALL DETERMINE VIBRATION ISOLATOR SIZES AND OF NE�y CAUSING SUCH VIOLATION SHALL BE CORRECTED AT THE CONTRACTORS EXPENSE AND AT NO EXPENSE TO THE FACTORY BUILT VENTILATED THIMBLE OR VENTILATED ROOF SUPPORT. DISCONNECTION FROM THE MAIN PIPING. STRAINERS INSTALLED IN COPPER SYSTEMS SHALL HAVE BRONZE BODIES. LOCATIONS, PROVIDE SUITABLE PIPING AND EQUIPMENT Y STRAINER BASKET SHALL BE NICKEL, COPPER, BRASS OR STAINLESS STEEL OF AMPLE STRENGTH TO PREVENT ISOLATION C MENT VIBRATION ISOLATION SYSTEMS, GUARANTEE SPECIFIED �►� ,4-iLATT Q OWNER 5. THE CHIMNEY SIZE, SYSTEM CONFIGURATION,AND PARTS MUST BE SELECTED TO OPERATE ONLY UNDER NEUTRAL OR _ ATION SYSTEM ATTENUATION AND DEFLECTION, AND PROVIDE INSTALLATION INSTRUCT( � �' COLLAPSING UNDER SHOCK LOADING. PERFORATIONS SHALL BE AS FOLLOWS: STEAM=1/32", WATER UP TO 3" SIZE-1/16", FIELD SUPER ONS, DRAWINGS AND Q� .� C. THE WORK SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT, HOISTING AND RIGGING, BREAKDOWN AND SETUP OF NEGATIVE PRESSURE, GRAVITY DRAFT DURING ALL OPERATING MODES OF THE APPLIANCE. VISION TO ASSURE PROPER INSTALLATION AND PERFORMANCE. * W WATER 4L"ANDOVER-1/8". FOR STRAINERS 2-1/2"AND LARGER, PROVIDE A VALVE DIRT BLOW-OUT PIPING CONNECTION 7 EQUIPMENT FOR INSTALLATION, SCAFFOLDING, AND SERVICES TO COMPLETE THE SYSTEM AND PROVIDE THE OWNER 6. CHIMNEY PIPE SHALL EXTEND ABOVE ROOF STRUCTURES AND BE TERMINATED AS REQUIRED IN THE PRODUCTS TERMINATED WITH A PIPE NIPPLE AND CAP. STRAINERS 2"AND SMALLER D. MOUNTING TYPES: ,- SHALL HAVE 6" LONG BLOW OFF NIPPLE WITH t WITH A FULLY OPERATIONAL SYSTEM. ANY EQUIPMENT, PARTS, MATERIALS,ACCESSORIES, OR LABOR THAT IS INSTALLATION INSTRUCTIONS THUS CONFORMING TO THE REQUIREMENTS OF NFPA 211, OR TERMINATE AS REQUIRED BY CAPPED END. 1. PROVIDE SPRING ISOLATORS TYPE SLF FOR FLOOR M a w NECESSARY FOR PROPER PERFORMANCE OF THE MECHANICAL WORK ALTHOUGH NOT SPECIFICALLY MENTIONED LOCAL CODE. ( ) MOUNTING OF CENTRIFUGAL FANS (3 HP AND LESS). A+ HEREIN OR SHOWN ON THE DRAWINGS, SHALL BE FURNISHED AND INSTALLED WITHOUT ADDITIONAL COSTS. 0. THERMOMETERS AND PRESSURE GAUGES: 2. PROVIDE SPRING ISOLATORS TYPE DNHS FOR MOUNTED OF CEILING-SUPPORTED FANS, IN-LINE PUMPS HEAT O� 7. ALL ASPECTS M THE CHIMNEY INSTALLATION MUST COMPLY WITH THE INSTRUCTIONS AND THUS BE IN ACCORDANCE 1. PROVIDE PIPE THERMOMETERS WITH SEPARABLE SOCKETS IN THE ENTERING AND LEAVING WATER PIPING CONNECTIONS EXCHANGERS,AND AIR HANDLING UNITS. �O g�Q fit' D. THE CONTRACTOR SHALL PERFORM ALL SPECIAL INSPECTIONS IN ACCORDANCE WITH THE NEW YORK CITY BUILDING WITH THE TERMS OF THE PRODUCT'S UL LISTING. CODE. TO COOLING TOWERS, CHILLERS, HEAT EXCHANGES, HEATING, COOLING AND CONDENSER COILS. THERMOMETERS SHALL 3 PROVIDE NEOPRENE-IN-SHEAR ISOLATORS TYPE RNIDFOR FLOOR MOUNTING OF PUMPS (3HP OR LESS). �FE3S� '* °�l�� G 8. REFER TO ARCHITECTURAL DETAILS FOR CUSTOM ROOF CAP AND OFFSETS AT GABLE ROOFS. BE WEISS, WEKSLER, THERICE OR OTHER APPROVED MANUFACTURER AND SHALL BE MINIMUM OF 4-1/2" DIAL TYPE, 4. FLOOR MOUNTED PACKAGED AIR CONDITIONING UNIT WITH INTERNAL ISOLATION OF COMPRESSORS, ey Ian E. SECURE ALL REQUIRED PERMITS AND APPROVALS AND TRANSMIT SAME TO THE OWNER. CONTRACTOR SHALL BE N. PRE-FABRICATED BREECHING AND STACK: PROVIDE NEOPRENE P RESPONSIBLE FOR ALL FEES. ALUMINUM FLANGELESS CASE FURNISHED WITH MICROMETER ADJUSTABLE POINTER. THERMOMETER SHALL HAVE A 1% PADS TYPE SUPER W. 1. PROVIDE DOUBLE WALL ALL FUEL RATED STAINLESS STEEL BREECHING AND STACK BY METALVENT OR METALFAB. ACCURACY AND MIDPOINT AS SYSTEM OPERATING TEMPERATURE. 5. SUPPORT OF PIPING EXPOSED ON ROOF AND IN EQUIPMENT ROOMS: III. SHOP DRAWINGS, EQUIPMENT SUBMISSION, MAINTENANCE MANUALS 2. SUPPLY ALL REQUIRED FITTINGS INCLUDING DRAFT INDUCER AS REQUIRED BY STACK/DRAFT CALCULATIONS AND 2• PROVIDE LIQUID FILLED PRESSURE GAUGES ON INLET AND OUTLET WATER PIPING CONNECTIONS TO ALL PUMPS AND A. STRUCTURAL SUPPORTS FOR A COMPLETE OPERATIONAL INSTALLATION. INSTALL SYSTEM AND MAKE IT SMOKE TIGHT IN OTHER WATER HEAT EXCHANGE APPARATUS INCLUDING WATER COILS, HEAT EXCHANGERS, CHILLERS. EACH PRESSURE A) FLOOR SUPPORTED PIPING ISOLATORSSLR TYPE . ( ) SUBMIT ONE (1) REPRODUCIBLE AND ONE(1) PRINT OF THE SHEET METAL AND PIPING SHOP DRAWINGS, 3/8"SCALE, STRICT CONFORMANCE TO MANUFACTURERS INSTRUCTIONS. GAUGE INSTALLATION SHALL INCLUDE A 1/4" BALL VALVE FOR ITS CONNECTION TO PIPING. PRESSURE GAUGES SHALL BE CERTIFIED BY ALL TRADES THAT COORDINATION HAS BEEN ESTABLISHED. WEISS, WEKSLER, THERICE OR OTHER APPROVED MANUFACTURER AND SHALL BE MINIMUM OF 4-1/2" DIAL TYPE, CAST B) VERTICAL RISER PIPING ANCHOR AND GUIDES (TYPE ADA). 3. PROVIDE AN EXPLOSION RELIEF VALVE IN THE EXHAUST SYSTEM PER NFPA 37 AND A DRAIN CONNECTION AT THE FLUE ALUMINUM M CASE, STEEL MOVEMENT, MICROMETER ADJUSTABLE POINTER, 1%ACCURACY AND MIDPOINT AT SYSTEM 6• PROVIDE FLEXIBLE CONNECTIONS BETWEEN ALL FANS AND DUCTWORK AS PER DUCTWORK SPECIFICATION B. SUBMIT THREE(3) COPIES OF ALL SHEET METAL AND PIPING SHOP STANDARDS LEAKAGE TEST CERTIFICATION, AIR BASE. ON SECTION. AND WATER BALANCING REPORTS, AND CERTIFIED EQUIPMENT CUTS WITH CONSTRUCTION WIRING DIAGRAMS,AND OPERATING PRESSURE. E. FLEXIBLE HOSE CONNECTORS SHALL BE INSTALLED AT INLET AND DISCHARGE CONNECTIONS TO ALL PUMPS. 4. THE INNER AND OUTER PIPE JOINTS SHALL BE SEALED BY USE OF OVERLAPPING TYPE V-BANDS WITH PROPER SEALANTS P. PIPE' TESTING: AUTOMATIC TEMPERATURE CONTROL SHOP DRAWINGS INCLUDING CONTROL AND POWER WIRING DIAGRAMS, FOR INTERIOR AND EXTERIOR INSTALLATIONS. F. SPRING TYPE 30N HANGERS SHALL BE PROVIDED FOR PIPING FOR A DISTANCE OF 5 SEQUENCE OF OPERATIONS AND ALL CUTS OF EQUIPMENT AND DEVICES. 0 FEET UP AND DOWNSTREAM OF . I r_- 5. THE SYSTEM SHALL BE INSTALLED AS PER THE MANUFACTURERS RECOMMENDATIONS AND IN CONFORMANCE WITH THE 1. NO TESTIING SHALL BE CONDUCTED UNTIL PIPE CLEANING AND PRETREATMENT HAS BEEN COMPLETED AND RECORDED. ALL ROTATING EQUIPMENT. C. SUBMIT FOUR (4) BOOK BOUND OPERATING AND SERVICE MANUALS WHICH SHALL INCLUDE COPIES OF ALL AS-BUILT MANUFACTURERS TEN (10)YEAR WARRANTY. 2. ALL TESTING SHALL BE COORDINATED BY THE CONTRACTOR AND SHALL BE WITNESSED BY A BUILDING OWNERS G. VIBRATION ISOLATORS FOR FLOOR OR CEILING SHOP DRAWINGS FOLDED AND PLACED INTO BINDER POCKETS, AS-BUILT DRAWINGS IN ELECTRONIC FORMAT, COPIES NG SUPPORTED EQUIPMENT SHALL HAVE A MAXIMUM LATERAL MOTION REPRESENTATIVE. ALL SYSTEMS WHICH FAIL THE PRESSURE TESTS SHALL BE FIXED AND RETESTED AT NO EXPENSE TO UNDER EQUIPMENT START-UP OR SHUT-DOWN CONDITIONS OF 1/4"AND MOTIONS IN EXCESS SHALL BE RESTRAINED F REVIEWED EQUIPMENT CUTS FOR INSTALLED EQUIPMENT, COPIES OF EQUIPMENT START R CHECKLISTS, AIR AND 6. SUBMIT STACK CALCULATIONS FOR REVIEWAND APPROVAL BY THE ENGINEER. THE OWNER. WATER BALANCING REPORTS, LEAK TESTS, HYDROSTATIC TESTS, WATER TREATMENT AND CHEMICAL CLEANING M. GRILLES, REGISTERS AND DIFFUSERS. BY SPRING TYPE MOUNTINGS. 3. ISOLATE,ALL EQUIPMENT WHICH IS TO BE EXCLUDED FROM THE PRESSURE TEST AND PROVIDE A H. ALL ISOLATORS IN CERTIFICATION. CONTRACTOR SHALL INSTRUCT OWNERS PERSONNEL ON THE OPERATION OF ALL HVAC SYSTEMS. A. PROVIDE ALL AIR OUTLETS AND RETURNS OF THE TYPE AND SIZES,AS SELECTED AND INDICATED ON DRAWING. ALL ALL TEMPORARY PIPING STALLED OUTDOORS SHALL BE PROVIDED WITH CORROSION PROTECTION. CONNECTIONS, FITTINGS, VALVES, EQUIPMENT, LABOR, ETC., TO PRESSURE TEST ALL SYSTEMS. I. VIBRATION ISOLATOR SHALL BE PROVIDED BY MASON INDUSTRIES, tient D. AOF S WORK PROGRESSES AND FOR DURATION OF CONTRACTOR, MAINTAIN COMPLETE AND SEPARATE SET OF PRINTS DUCTED RETURN AND EXHAUST OUTLETS SHALL HAVE OPPOSED BLADE DAMPERS (ADJUSTABLE THROUGH THE 4. ALL TENANT WATER SYSTEM SHALL BE ISOLATED FROM T S, VIBRATION ELIMINATOR CO., CONSOLIDATED HE BASE BUILDING SYSTEM. KINETICS CO., OR APPROVED EQUAL. Dana Ben Ari & Nikola Duravicevic CONTRACT DRAWINGS AT THE JOB SITE. RECORD WORK COMPLETED AND ALL CHANGES FROM ORIGINAL FACE). PROVIDE FRAMES AND MOUNTING TYPES AS REQUIRED TO MATCH SURROUNDING CEILING CONSTRUCTION. 82 5. CHILLED WATER, CONDENSER WATER,AND STEAM SYSTEMS WILL BE HYDROSTATICALLY TESTED WITH WATER AT 1-1/2 Washington Avenue CONTRACT DRAWINGS CLEARLY AND ACCURATELY INCLUDING WORK INSTALLED AS A MODIFICATION OR ADDITION TO FINISHES TO BE SELECTED BY THE ARCHITECT, rook TIMES THE WORKING PRESSURE, FOR A MINIMUM PERIOD OF TWO HOURS, WITH NO LEAKS. Brooklyn HE ORIGINAL DESIGN. RECORD VALVE TAGS AS THEY ARE INSTALLED. FINAL SUBMISSION OF REPRODUCIBLE B. ALL CEILING TYPE AIR DIFFUSERS SHALL BE PROVIDED WITH EQUALIZING DEFLECTOR. X. EQUIPMENT Y 11205 AS-BUILT DRAWINGS ARE TO BE SIGNED AND CERTIFIED BY INSTALLING CONTRACTOR THAT THIS IS THE AS-BUILT 6. REFRIGERANT PIPING SHALL BE TESTED IN ACCORDANCE WITH ASHRAE 15-1994 USING MINIMUM TEST PRESSURES OF 300 A. PR CONDITION OF THE WORK. AS-BUILT SHOP DRAWINGS SHALL BE SUBMITTED IN DRAWING AND ELECTRONIC FORMAT C. A SCHEDULE OF DIFFUSERS, GRILLES AND REGISTERS WITH MANUFACTURERS MODELS, SIZES,ACCESSORIES, PSI ON THE GAS SIDE AND 150 PSI ON THE LIQUID SIDE. AN ELECTRONIC REFRIGERANT DETECTOR PROVIDE AND INSTALL ALL EQUIPMENT AND ACCESSORIES OF THE SIZES AND CAPACITIES AS SCHEDULED AND AS _ FINISHES, ETC., SHALL BE SUBMITTED FOR APPROVAL PRIOR TO RELEASE FOR FABRICATION AND DELIVERY CTOR SHALL BE UTILIZED INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH APPROVED SHOP DRAWINGS AND MANUFACTURERS rchitects (AUE. TOCAD 2004 MINIMUM). FOR LEAK DETECTION. RECOMMENDATIONS. PROVIDE ALL MOTOR STARTERS TO D. DIFFUSERS SHOWN ON DIFFUSER SCHEDULE SHALL BE CHANGED TO MATCH EXISTING DIFFUSER TYPE WHERE 7. ALL REFRIGERATION AND OIL LOST DURING GUARANTEE PERIOD SHALL BE REPLACED BY THE CONTRACTOR AT NO RS AS REQUIRED; MOTOR STARTERS WILL BE INSTALLED BY THE Shenton Architects LLP ENGINEERING REVIEWS ARE TO BE LIMITED TO TWO REVIEWS PER SUBMITTAL TYPE. ALL ADDITIONAL REVIEWS ARE CONTRACTOR AND WIRED BY ELECTRICAL TRADE. EXISTING DIFFUSERS ARE REMAINING. 95 Plymouth Street BE SUBJECT TO ADDITIONAL SERVICES. EXPENSE TO THE OWNER. E. ALL LINEAR DIFFUSERS SHALL BE PROVIDED WITH PATTERN CONTROL VANES. 8. FUEL OIL PIPING CARRIER AND OUTER CONDUIT SHALL BE TESTED WITH WATER TO HYDROSTATIC PRESSURE AT 1-1/2 COORDINATE REQUIREMENTS WITH ALL TRADES. Y 11201 B. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL REQUIRED CLEARANCES FOR SERVICING AND MAINTENANCE. Brooklyn IV. DUCTWORK F. ALL UNUSED PORTIONS OF SUPPLY LINEAR DIFFUSERS SHALL BE BLANKED-OFF WITH SHEET METAL. TIMES OPERATION PRESSURE OR 50 PSI WHICHEVER IS GREATER. ALL CONNECTION SHALL BE CHECKED FOR LEAKS WITH C. IDENTIFICATION OF EQUIPMENT AND CONTROLS: G. ALL LINEAR DIFFUSERS AND DIFFUSERS IN INACCESSIBLE CEILINGS SHALL BE PROVIDED WITH A REMOTE OPERATED SOAP SOLUTION. VACUUM TESTS SHALL BE PERFORMED ON ALL FUEL OIL SUCTION LINES AS REQUIRED BY CODE. O- y A. PROVIDE ALL SUPPLY, RETURN, EXHAUST, AND OUTSIDE AIR SHEET METAL DUCTWORK, FITTINGS, DAMPERS, TURNING 1. ALL EQUIPMENT SHALL BE STENCILED OR LABELED WITH LAMACOID PIL VANES, ACCESS DOORS, PLENUMS, FLEXIBLE CONNECTIONS,AND SUPPORTS AND PERFORM LEAK TEST PER LATEST OPPOSED BLADE DAMPER AND A 3-FOOT(MINIMUM) FLEXIBLE ADJUSTMENT CABLE WITH 1/8-INCH KEY OPERATOR. 9. HIGH PRESSURE STEAM PIPING WELDS SHALL BE X-RAY TESTED IN ACCORDANCE WITH NEW YORK CITY CODE SYSTEMS SERVICE. PLATES SCREWED THEREON WHICH SHALL INDICATE 8 Jay Street, #501 REQUIREMENTS. TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY. PROVIDE CERTIFICATION OF Brooklyn MACNA STANDARDS AND NFPA90A AS MODIFIED BY N.Y.C. BUILDING CODE. ALL DUCTWORK JOINTS SHALL BE 2. MOTOR STARTERS SHALL BE PROVIDED WITH LAMA SEALED AIR TIGHT WITH APPROVED DUCT SEALANT, SIMILAR TO 3M-900. VI. PIPING TEST AS WELL AS X-RAYS TO OWNER UPON COMPLETION. COID PLATES WHICH INDICATE SYSTEM SERVED. Y 11201 B. CONTRACTOR SHALL ADHERE TO THE FULL INSIDE CROSS SECTIONAL DUCTWORK AREAS SHOWN ON THE DRAWINGS A. PROVIDE PIPING WHICH IS SCHEMATICALLY INDICATED AND SIZED ON DRAWINGS. PIPING TO BE INSTALLED TO MEET Q. FUEL OIL SYSTEMS:ADD SECTION FROM STANDARDS 3. CONTRACTOR TO SUBMIT LIST OF EQUIPMENT TO RECEIVE LABELS AND THE COORDINATED DESIGNATIONS, SIZE OF LABEL LETTERING, PLATE SIZE AND COLOR FOR REVIEW PRIOR TO INSTALLATION. tructural engineer D PROVIDE ALL TRANSITIONS AND OFFSETS AS REQUIRED TO MEET FIELD CONDITIONS, ACCOMMODATE SPECIFIED HEADROOM OR FIELD CONDITIONS AND SHALL CONFORM TO LATEST ASME CODES FOR PRESSURE PIPING. EQUIPMENT MAINTENANCE REQUIREMENTS AND COORDINATE WITH ALL TRADES. D. FOR ALL FLOOR MOUNTED EQUIPMENT PROVIDE A 4" HIGH CONCRETE HOUSE-KEEPING PAD; WHERE FLOOR STANDS ilman Associates PIPE MATERIALS AND FITTING MATERIALS SHALL BE AS PER THE PIPE AND FITTING SCHEDULES SHOWN ON VII. INSULATION REQUIREMENTS ARE INDICATED PROVIDE FLOOR STAND OF STRUCTURAL STEEL OR STEEL PIPES AND FITTING 2 Old Slip, 10th Floor C. FOR DUCTS WITH ACOUSTICAL LINING THE SIZES SHOWN ON THE PLAN SHALL BE THE CLEAR INSIDE DIMENSIONS. DRAWINGS. SAND BOLT TO PAD; A. INSULATION SHALL BE APPLIED TO PIPING AND DUCTWORK OF MATERIALS AS SPECIFIED HEREIN AND FOR FOR ROOF MOUNTED EQUIPMENT PROVIDE SUPPORTS WITH APPROVED ANCHORS DIRE T ew York D. EXISTING DUCTWORK TO BE REUSED: CONTRACTOR SHALL INSPECT, SEAL AS PER PRESSURE CLASSIFICATION, LEAK B. PIPING, FITTINGS,AND ALL PIPE APPURTENANCES SHALL BE SUITABLE FOR THE PRESSURE AND TEMPERATURE OF C LY FROM BUILDING STEEL Y 10005 APPLICABLE SYSTEMS OF THIS PROJECT. INSULATION SHALL HAVE A FLAME SPREAD RATING NOT EXCEEDING 25 AND STRUCTURE. PROVIDE SUPPLEMENTARY STEEL AS REQUIRED TO ADEQUATELY SUPPORT THE LOAD. EST, AND INSULATE ALL EXISTING DUCTWORK TO BE REUSED. ALL REQUIRED WORK SHALL BE PART OF BID. SERVICE. A SMOKE DEVELOPED INDEX OF 50 OR LESS AND SHALL MEET THE REQUIREMENTS OF ASTM, NFPA. XI. CHEMICAL CLEANING AND PRETREATMENT E. NEWAND EXISTING DUCTWORK TO BE REUSED SHALL HAVE PRESSURE CLASSIFICATION, SEALING REQUIREMENTS C. PROVIDE DIELECTRIC FITTINGS TO CONNECT DIFFERENT PIPING MATERIALS. B. INSULATION SHALL BE CONTINUOUS THROUGH WALL AND SLAB SLEEVE OPENINGS EXCEPT FOR RATED WALLS R me engineer O A. CLEANING OF PIPING SHALL BE PERFORMED IN THE PRESENCE OF A BUILDING REPRESENTATIVE. P 9 eer D LEAKAGE TESTING AS LISTED BELOW UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS: D. PROVIDE AIR VENTS AT EACH HIGH POINT AND DRAIN VALVES WITH HOSE BIB AT EACH LOW POINT. SLABS WHERE AN APPROVED FIRESTOP IS REQUIRED AS PER NFPA. B. PROVIDE ALL DISPERSANTS, SCALE INHIBITORS AND CORROSION INHIBITORS AS REQUIRED FOR CLEANING AND LS Consulting Engineers 1. 3" CLASS:ALL SUCTION AND DISCHARGE OF KITCHEN HOOD, AND SMOKE EXHAUST DUCTWORK. SEAL CLASS B, LEAKAGE E. PIPING SHALL BE INSTALLED WITH PROPER ANCHORS AND EXPANSION/CONTRACTION DEVICES SUCH AS LOOPS OR C. INSULATION OF COLD SURFACES WHERE VAPOR BARRIER JACKETS ARE SPECIFIED SHALL BE APPLIED WITH AN TREATING ALL PI 50 W. 30th Street CLASS 12 (RECTANGULAR) OR CLASS 6(ROUND). UNBROKEN VAPOR SEAL. HANGERS AND SUPPORTS THAT ARE SECURED TO COLD SURFACES SHALL BE ADEQUATELY PING SYSTEMS. CHROMATES SHALL NOT BE USED. ew York, NY 10001 APPROVED EXPANSION JOINTS TO PREVENT UNDUE STRAINS ON PIPING OR APPARATUS CONNECTED TO THE PIPING, C. ALL CHEMICALS TO BE USED FOR PIPE CLEANING SHALL BE APPROVED BY THE BASE BUILDING CHEMICAL TREATMENT 2. 2"CLASS:ALL OTHER LOW PRESSURE DUCTWORK. SEAL CLASS B, LEAKAGE CLASS 24 (RECTANGULAR) OR CLASS 12 AS REQUIRED. INSULATED TO PREVENT CONDENSATION. (ROUND). D. WHERE INSULATION IS SPECIFIED FOR PIPING, INSULATE SIMILARLY ALL CONNECTIONS, VENTS, DRAINS, FLANGES, COMPANY. F. SUPPORT PIPING WITH HANGERS EQUIPPED WITH INSULATION SADDLES FROM APPROVED CONCRETE INSERTS, D. FLUSH PIPING SYSTEMS WITH THE APPR 3. LEAKAGE TESTING: ALL EXISTING LOW PRESSURE DUCTWORK SHALL BE LEAK TESTED PRIOR TO REUSE TO VERIFY ITS EXPANSION SHIELDS, BEAM CLAMPS, AND/OR SUPPLEMENTARY STEEL ANGLES, PLATES, AND CHANNELS. FITTINGS, VALVES, TANKS, PUMP CASINGS AND OTHER PARTS OF THE SYSTEM SUBJECT TO HEAT GAIN OR LOSS ANDOVED CLEANING CHEMICAL TO REMOVE PIPE DOPE SLUSHING C OMPOUNDS, INTEGRITY. ALL NEW LOW PRESSURE DUCTWORK(2"CLASS) SHALL BE TESTED ON AN AS-NEEDED BASIS AT THE CONTRACTOR SHALL SUBMIT METHOD OF PIPING SUPPORT SIGNED AND SEALED BY A LICENSED PROFESSIONAL TO PREVENT CONDENSATION. CUTTING OILS AND OTHER LOOSE EXTRANEOUS MATERIALS, SEAL ENDS AFTER CLEANING. ENGINEERS DIRECTION OR IF BALANCING AIR QUANTITIES CAN NOT BE MET. IF SPECIMEN FAILS TO MEET ALLOTTED ENGINEER FOR REVIEW. E. ALL EQUIPMENT, FITTINGS, DEVICES, ETC REQUIRING SERVICING OR INSPECTION SHALL HAVE REMOVABLE E. THE CONTRACTOR SHALL: ivil engineer LEAKAGE LEVEL, THE CONTRACTOR SHALL MODIFY TO BRING IT INTO COMPLIANCE AND SHALL RETEST IT UNTIL 1. ALL SUPPORTS SHALL CONFORM TO THE LATEST REQUIREMENTS OF THE ANSI CODE FOR PRESSURE PIPING B31.10 AND INSULATION WHICH CAN BE REPLACED WITHOUT DAMAGE. 1. SATISFY EACH CHEMICAL HAS THE PROPER FEED RATES FOR CLEANING AND PRETREATMENT OF EACH SYSTEM AND B Bennett ACCEPTABLE LEAKAGE IS DEMONSTRATED. TESTS AND NECESSARY REPAIRS SHALL BE COMPLETED PRIOR TO MSS STANDARD PRACTICE SP-58. F. ALL LEAK AND PRESSURE TESTS SHALL BE COMPLETED PRIOR TO THE INSTALLATION OF ANY INSULATION. RECORD. 0 Inkberry Street F.CONCEALMENT OF DUCTS. 2. HANGER SHALL BE MANUFACTURED BY GRINNEL CO., CENTRAL IRON, FEE AND MASON, BLACKNOX CO. OR AN APPROVED 2. CHECK THAT THE CLEANING SOLUTION IS ACTUALLY IN EACH a G. DUCTWORK INSULATION: SYSTEM. East Hampton MATERIALS: EQUAL. 3. SATISFY WHEN TO FLUSH THE SYSTEM. Y 11937 1. SHEETMETAL: HOT-DIPPED GALVANIZED SHEETMETAL WITH G60 COMMERCIAL COATING ACCORDING TO ASTM A653&A924 3. PIPE HANGERS, RODS, INSERTS AND CLAMPS SHALL BE THOSE APPROVED FOR THEIR RESPECTIVE USE BY THE 1• ALL NEWAND EXISTING SHEET METAL SUPPLY DUCTWORK SHALL BE INSULATED WITH 1-1/2"THICK FLEXIBLE DUCT INSULATION, 1.5 LB/CU.FT. DENSITY WITH A MAX. K FACTOR OF 0.24 AT 75 DEGREES F MEAN TEMPERATURE, WITH 4. CHECK EACH SYSTEM FOLLOWING FLUSHING TO ENSURE CLEANING CHEMICALS HAVE BEEN REMOVED FROM EACH urve OR ALL DUCTWORK UNLESS OTHERWISE SPECIFIED. UNDERWRITER'S LABORATORIES, INC. REINFORCED FOIL FACED, FLAME RESISTANT, ALUMINUM FOIL VAPOR BARRIER. ALL INSULATION SHALL BE SECURED WITH SYSTEM AND TEST TO ENSURE PH OF NEW SYSTEM IS WITHIN 0.5 yor OF FRESH INCOMING WATER. athan Cord' 2. BLACK IRON (CARBON STEEL): WELDED BLACK IRON (CARBON STEEL)SHEET, COMPLYING WITH ANSI/ASTM 415, 4. PROVIDE ADDITIONAL SUPPORTS AT CHANGE OF DIRECTION, RUNOUTS AND CONCENTRATED LOADS DUE TO VALVES, ETC. DUCT ADHESIVE AND SEAMS SEALED BY TWO-INCH SEALING LIP WITH ADHESIVE AND FASTENED WITH 1 F, in Land Surveyor 6 GAUGE RUST BLOCK MODULATING VALVES, ZONE VALVES AND OTHER SYSTEM RESTRICTIONS. PROVIDE BY PASS PIPING AND yor THICKNESS AS PER CODE. PROVIDE FOR ALL KITCHEN EXHAUST AND FIELD FABRICATED LOW TEMPERATURE CHIMNEYS, RESISTANT WIRE OR FIBERGLASS CORD ON 12" CENTERS. ON DUCTS OVER 24"WIDE, WELDED PINS AND 586 Main Rd. 5. VERTICAL PIPING SHALL BE SUPPORTED WITH BEARING PLATE ON STRUCTURAL SUPPORT. PROVIDE GUIDES AT EVERY CLIPS SHALL BE VALVING TO ISOLATE NEW AND EXISTING TO BE RE-USED EQUIPMENT SUCH AS CHILLERS, COILS, HEAT EXCHANGERS, ames ort BREECHING AND KITCHEN HOOD SYSTEMS. WELD FILLER ROD SHALL HAVE THE SAME PROPERTIES AS THE BASE METAL. USED ON THE UNDERSIDE FOR FASTENING INSULATION. ETC. FROM THE CLEANING PROCESS. p DUCTWORK SHALL BE SEALED AIR, WATER AND GAS TIGHT. SECOND FLOOR (SPACING NOT TO EXCEED 25 FT.) SUPPORT AT TOP SHALL BE PROVIDED WITH SPRING HANGER HAVING Y 11947 A PROVISION FOR EXPANSION. 2. CONDENSER UNIT AIR INTAKE, CONDENSER AIR DISCHARGE, FRESH AIR INTAKE, MIXED AIR DUCTWORK AND LOUVER G. PROVIDE PORTABLE PUMPS TO CIRCULATE WATER FOR CLEANING PURPOSES AT RESPECTIVE FLOWS FOR FOUR (4) 3. FLEXIBLE CONNECTIONS AT FANS SHALL BE NEOPRENE COATED, FLAME RETARDANT GLASS FABRIC (COMPLYING WITH BLANK-OFF PANELS SHALL BE INSULATED WITH 1-1/2" RIGID DUCT INSULATION 3 LBS/CU.FT. DENSITY WITH A MAXIMUM K HOURS. REMOVE AND CLEAN STRAINERS. BLOW OFF L NFPA 90), 30 OZ./SQ, YD. WITH SEWED AND CEMENTED SEAMS. FACTOR OF 0.23 AT 75 DEGREES MEAN TEMPERATURE WITH WHITE VINYL FOIL BARRIER FACING. INSULATION SHALL BE TRAPS ARE INSTALLED. DRAIN ENTIRE SYSTEM. OW POINTS WITH STEAM AFTER CLEANING AND BEFORE roject title 4. FLEXIBLE DUCTWORK: CONSTRUCTED OF A SUPPORTING HELIX OF COATED SPRING STEEL OR FORMED ALUMINUM; IMPALED OVER WELDED PINS WITH CLIPS FIRMLY EMBEDDED INTO INSULATION. ALL JOINTS AND CLIPS SHALL BE SEALED H. CHEMICAL USED FOR CLEANING OF SYSTEMS SHALL COMPLY WITH THE RECOMMENDATIONS OF THE ast Marion House BONDED OR MECHANICALLY LOCKED TO A CORE LINER OF IMPREGNATED/COATED FIBERGLASS FABRIC OR LAMINATED MANUFACTURERS OF THE MAJOR COMPONENTS IN THE SYSTEM FIBERGLASS-REINFORCED AND ALUMINIZED POLYESTER FILM. INSULATED FLEXIBLE DUCTWORK TO HAVE A MINIMUM OF S EM AND SHALL BE APPROVED FOR USE, Rocky Point Road, East Marion, NY 1-IN. FIBERGLASS YIELDING AN OVERALL U-FACTOR NO GREATER THAN 0.23 BTU/H/FT2/dF AT 75dF RATED MEAN I. UPON INITIAL FILL(FOLLOWING SYSTEM FLUSHING)THE APPROVED CHEMICALS WHICH PROVIDE A PROTECTIVE TEMPERATURE. OUTER JACKET/VAPOR BARRIER TO BE AS A MINIMUM, FIBERGLASS-REINFORCED, ALUMINIZED COATING TO PREVENT OXIDATION OF THE CLEANED SYSTEM SHALL BE ADDED. rowing title POLYESTER FILM, WITH A MAXIMUM ASTM E96 PERMEANCE RATING OF 0.1 INCH PERM (GRAIN/H/FT2/IN. HG). DUCT TO MECHANICAL SPECIFICATION 1 OF 2 tutus project no. ERMIT _ _ E009-01-001 cote drawn by NTS _ X ate page 2,05.2016 3 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. _ Mm201 100 I II dimensions to be checked n site. Do not scale. XII. WATER TREATMENT 14. 2 YEAR SITE PARTS AND LABOR WARRANTY AFTER START-UP. A. ALL CHEMICALS TO BE USED FOR WATER TREATMENT SHALL BE APPROVED BY THE BASE BUILDING. R. VARIABLE FREQUENCY DRIVE MOTORS SHALL COMPLY WITH NEMA MG-1 PART 31.40.4.2 STANDARD SUITABLE FOR VFD B. PROVIDE ALL BIOCIDES AND BIODISPERSANTS AS REQUIRED TO TREAT WATER SYSTEMS FOR THE PREVENTION OF OPERATION. CONTRACTOR TO COORDINATE VFD AND MOTOR MANUFACTURERS. MICROBIOLOGICAL GROWTH. CHROMATES SHALL NOT BE USED. S. ALL VFD DRIVES FOR ALL EQUIPMENT SHALL BE OF THE SAME MANUFACTURER. MECHANICAL CONTRACTOR SHALL C. PROVIDE A VENTURI CHEMICAL FEED FITTING AND SYSTEM OR EACH SYSTEM TO BE TREATED. FITTINGS SHALL BE COORDINATE VFD DRIVE MANUFACTURER WITH EACH EQUIPMENT VENDOR. NALCO BIODUCTOR OR APPROVED EQUAL. D. PROVIDE ALL CONTROLS AND EQUIPMENT REQUIRED FOR AN AUTOMATIC BLEED AND CHEMICAL FEET SYSTEM. XVII. AUTOMATIC TEMPERATURE CONTROL E. AFTER CHEMICAL CLEANING AND PRETREATMENT OF PIPING SYSTEMS ANALYZE WATER SYSTEMS TO DETERMINE A. GENERAL SPECIFIC BIOCIDES AND INHIBITORS TO BE USED. 1. PROVIDE ALL CONTROL, POWER,AND INTERLOCK WIRING INCLUDING CONDUITS AND INSTALL PER THE NEW YORK CITY F. ADD THE NECESSARY BLEND OF INHIBITORS, BIOCIDES AND DISPERSANTS FOR PROPER CONTROL OF CORROSION, AND NATIONAL ELECTRIC CODE. SUBMIT TERMINAL TO TERMINAL WIRING DIAGRAM, SEQUENCE OF OPERATION AND CUTS SCALING AND MICROBIOLOGICAL GROWTH. SUBMIT IN WRITING THE RECOMMENDED FEED RATE OF ALL CHEMICALS OF ALL COMPONENTS FOR APPROVAL. PROVIDE ALL RELAYS, SWITCHES, DAMPERS AND ACTUATORS, PNEUMATIC AND BLEED RATE OF ALL SYSTEMS. USE PROPER CHEMISTRY TO PROVIDE THE FOLLOWING MINIMUM LEVELS: EQUIPMENT, PILOT POSITIONERS THERMOSTATS, PANELS, LIMIT SAFETIES, TRANSFORMERS, TIME CLOCKS, CONTROL 1. CLOSED SYSTEM BACTERIA COUNTS BELOW 10^3 COLONIES PER MILLILITER(AEROBIC & NON AEROBIC). PH LEVELS TO BE VALVES AND OTHER DEVICES TO ACCOMPLISH THE DESIRED SEQUENCE OF OPERATION. BETWEEN 7.0 AND 9.0 CORROSION RATE TO BE LESS THAN 1/2 MILS/YEAR STEEL, 1/10 MIL/YEAR COPPER. 2. FURNISH AND INSTALL AS HEREIN SPECIFIED,A COMPLETE AUTOMATIC TEMPERATURE CONTROL SYSTEM OF THE{DDC 2. OPEN SYSTEM TREATMENT(CONDENSER WATER) PROVIDE AGENTS TO REDUCE SCALE DEPOSITS, TO ADJUST PH AND TO TYPE WITH NATIVE BACNET DEVICES, ELECTRIC,}TYPE AS REQUIRED MANUFACTURED, DESIGNED AND INSTALLED BY INHIBIT CORROSION. TREATMENT SHALL NOT CONTAIN ANY CHROMATES OR OTHER TOXIC SUBSTANCES. USE PROPER ADVANTEX, TEL: (718)278-2290 OR APPROVED EQUAL BY THE ENGINEER. MANUFACTURER SHALL BE APPROVED BY CHEMISTRY TO PROVIDE BACTERIA COUNTS BELOW 10^5 COLONIES PER MILLIMETER (AEROBIC AND NON-AEROBIC). PH TO ENGINEER BEFORE BID AWARD. THE ATC CONTRACTOR SHALL BE AN INDEPENDENT CONTRACTOR NOT AFFILIATED WITH BE BETWEEN 7.5 AND 8.5. CORROSION RATES TO BE LESS THAN 1 MILS/YEAR-STEEL AND 1/10 MILS/YEAR COPPER. THE MECHANICAL CONTRACTOR. 3. ALL TEMPERATURE CONTROL SYSTEMS AND COMPONENTS ARE TO BE FULLY MODULATING TYPE, EXCEPT WHERE NOTED XIII. PERFORMANCE TESTS AND COMMISSIONING OTHERWISE. A. UPON COMPLETION OF THE INSTALLATION, TEST AND BALANCE ALL EQUIPMENT AND SYSTEMS UNDER FIELD 4. IF NEW WORK IS TO CONNECT TO AN EXISTING SYSTEM, THE PROPOSED NEW SYSTEM TO BE INSTALLED SHALL BE FULLY OPERATING CONDITIONS TO DEMONSTRATE ITS COMPLIANCE WITH SPECIFICATION REQUIREMENTS. COMPATIBLE WITH THE EXISTING SYSTEM. THE MANUFACTURER OF THE PROPOSED NEW SYSTEM SHALL PROVIDE ALL REQUIRED INTERFACES OR GATEWAYS TO ENSURE THAT THEIR SYSTEM IS FULLY COMPATIBLE. B. SHOULD ANY PART OF THE SYSTEM FAIL TO MEET THE CONTRACT REQUIREMENTS, ADJUST, REPAIR OR REPLACE ALL DEFECTIVE OR INOPERATIVE PARTS AND AGAIN CONDUCT THE COMPLETE PERFORMANCE TEST. 5. ALL CONTROLS MUST BE THE PRODUCT OF ONE MANUFACTURER. ALL AUTOMATIC CONTROL VALVES AND DAMPER C. SUBMIT SYSTEM START UP SHEETS AND TEST RESULTS TO THE OWNER AND ENGINEER. OPERATORS SHALL BE MANUFACTURED BY THE TEMPERATURE CONTROL MANUFACTURER. 6. THE MANUFACTURER OF THE AUTOMATIC CONTROL EQUIPMENT SHALL SUBMIT THE FOLLOWING FOR APPROVAL:A SCHEMATIC DIAGRAM OF EACH CONTROL SYSTEM WHICH SHALL INDICATE THE PROPER SEQUENCE OF OPERATION AND XIV.AIR AND WATER BALANCING RANGE OF THE CONTROLS FOR ALL CYCLES, PROVIDE TERMINAL POINT TO TERMINAL POINT ELECTRICAL WIRING A. AIR AND WATER SYSTEM BALANCING SHALL BE PERFORMED BY A NEBB OR AABC CERTIFIED BALANCING AGENCY. AIR DIAGRAMS FOR APPROVAL,A COMPLETE DESCRIPTION OF THE AUTOMATIC OPERATION OF EACH SYSTEM WHERE THE AND WATER SYSTEM BALANCING SHALL BE PERFORMED IN THE PRESENCE OF A BUILDING REPRESENTATIVE. DESCRIPTION INCLUDES THE DUTY OF EACH THERMOSTAT, VALVE, SWITCH, ETC., INCORPORATED IN THE CONTROL SYSTEM WITH A SCHEDULE AND ILLUSTRATION OF ALL CONTROL INSTRUMENTS AND EQUIPMENT INCLUDING CONTROL B. BALANCING SHEETS ARE TO BE AVAILABLE ON SITE ON REQUEST FOR FIELD VERIFICATION. PANELS AND DEVICES FOR EACH SYSTEM. C. SUPPLY HOODS ARE TO BE USED FOR PROPORTIONAL BALANCING ONLY. ALL OUTLETS ARE TO BE BALANCED USING TRAVERSE READINGS. B. ELECTRIC WIRING: D. MAKE ALL REQUIRED ADJUSTMENTS OF ALL NEW AND EXISTING AIR AND WATER SYSTEM DEVICES UNTIL ALL 1. ALL ELECTRIC WORK(EXCEPT FOR MOTOR FEEDERS, WIRING BETWEEN MOTORS, MOTOR CONTROLLERS, FEEDER SPECIFIED PERFORMANCES ARE MET. PROVIDE NECESSARY PIPING AND CONNECTIONS FOR BALANCING ALL WATER PANELS, FUSES, CIRCUIT BREAKERS AND BUS BARS) REQUIRED FOR THE AUTOMATIC TEMPERATURE CONTROL SYSTEM SYSTEMS. PROVIDE VOLUME DAMPERS AS REQUIRED FOR FINAL BALANCING OF AIR SYSTEMS. PROVIDE A CLEAN SHALL BE PROVIDED BY THE CONTRACTOR. WORK SHALL INCLUDE BUT NOT BE LIMITED TO TIME SWITCHES, DAMPER SET OF AIR FILTERS AT ALL AIR CONDITIONING UNITS AND CLEAN ALL STAINERS PRIOR TO ANY BALANCING. MOTORS, DAMPER SWITCHES, ELECTRIC THERMOSTAT, ELECTRIC RELAYS, E/P SWITCHES, INTERLOCKING WIRING, WIRE, E. SUBMIT THREE (3)AIR AND WATER BALANCING REPORTS FOR REVIEW CONSISTING OF DESIGN AND ACTUAL CONDUIT, ETC. READINGS OF ALL EQUIPMENT/DEVICES, LOCATION PLANS OF ALL EQUIPMENT/DEVICES BALANCED, BALANCING EQUIPMENT USED AND METHODS OF BALANCING. 2, ALL POWER REQUIRED FOR CONTROL PURPOSES SHALL BE PROVIDED BY THE CONTROL CONTRACTOR FROM A SOURCE ESTABLISHED BY THE ELECTRICAL CONTRACTOR. F. ALL REPORTS SHALL INDICATE PRELIMINARY READINGS PRIOR TO BALANCING AND FINAL READINGS AFTER 3THE CONTROL MANUFACTURER SHALL INCLUDE WIRING DIAGRAMS IN HIS SHOP DRAWINGS SUBMITTALS FULLY PROVIDE ALL NECESSARY NEWCOMPONENTS.BALANCING HAS BEEN COMPLETED. IF IS DETERMINED THAT DRIVE CHANGES ARE REQUIRED, CONTRACTOR SHALL . COORDINATED WITH THE ELECTRICAL CONTRACTORS WORK. IT SHALL BE THE AUTOMATIC TEMPERATURE CONTROL CONTRACTORS RESPONSIBILITY TO PROVIDE ALL WIRING AND CONDUIT AS REQUIRED TO ACHIEVE THE FUNCTION CALLED G. CONTRACTOR SHALL INCLUDE IN THEIR BID TWO(2)JOB SITE COMFORT BALANCES UPON ACCEPTANCE OF THE FINAL FOR IN THESE SPECIFICATIONS, CONFORMING WITH LOCAL CODES FOR MATERIAL AND INSTALLATION. THE ELECTRICAL BALANCING REPORT. SPECIFICATION FOR THE PROJECT ELECTRICAL WORK IS TO BE FOLLOWED. H. CONTRACTOR SHALL SUBMIT WATER BALANCE DATA SHEETS AND REPORTS WHICH TABULATE TEST DATA FOR FINAL C. CONTROL PANELS SHALL BE MANUFACTURED OF FURNITURE GRADE STEEL WITH WELDED ANGLE BRACKETS AND A ADJUSTED SYSTEM CONDITIONS WITHIN 2% OF DESIGN QUANTITIES FOR SYSTEM COMPONENTS INDICATING GPM AND BAKED PRIME COAT ENAMEL FINISH. THE PANEL DOORS SHALL BE HINGED LOCKING TYPE. CONTROL PANELS SHALL PRESSURE DROP AT PIPE RISERS AND MAINS; PERFORMANCE CHARACTERISTICS FOR ALL PUMPS INDICATING RPM, CONTAIN ALL CENTRAL CONTROL DEVICES, SUCH AS CONTROLLERS, RELAYS, SWITCHES, PILOT LIGHTS, TERMINAL GPM, TDH,AMPS, SUCTION AND DISCHARGE HEAD PRESSURE, BHP AND HP AT DESIGN AND NO FLOW CONDITIONS; BLOCKS, AND ALL OTHER ACCESSORIES AS REQUIRED FOR A WORKABLE ENVIRONMENTAL CONTROL SYSTEM. ALL PRESSURE DROP ACROSS COILS, EQUIPMENT, EACH RISER AND MAIN. MARK BALANCING VALVE TAG OF BALANCED COMPONENTS WITHIN THE CONTROL PANELS SHALL BE PRE-WIRED TO NUMBERED TERMINAL TRIPS, READY FOR POSITION. FIELD CONNECTION FOR FIELD MOUNTED CONTROL COMPONENTS. PROVIDE ENGRAVED NAMEPLATES TO LABEL THE I. CONTRACTOR SHALL SUBMIT AIR BALANCE DATA SHEETS AND REPORTS WHIICH TABULATE TEST DATA FROM FINAL CONTROLLED EQUIPMENT. PROVIDE A PLASTIC LAMINATED CONTROL SCHEMATIC DRAWING HUNG NEXT TO EACH ADJUSTED SYSTEM CONDITIONS WITHIN 5% OF DESIGN QUANTITIES FOR SYSTEM COMPONENTS AIR OUTLETS, CONTROL PANEL. RETURNS AND TERMINAL UNITS INDICATING CFM AND PRESSURE DROP AT DUCT RISERS AND MAINS; PERFORMANCE D. THE SYSTEM INSTALLATIONS SHALL BE SUPERVISED BY THE AUTOMATIC CONTROL MANUFACTURER, WHO SHALL CHARACTERISTICS FOR ALL FANS AND AIR CONDITIONING EQUIPMENT INDICATING RPM, CFM, PRESSURE DROP COORDINATE WITH AND INSTRUCT PIPING OR SHEET METAL TRADES AS TO TEES OR TAPPINGS TO BE INSTALLED IN ACROSS EACH COMPONENT(FILTERS, COILS, DAMPERS, ETC), AMPS, SUCTION AND DISCHARGE STATIC PRESSURE, PIPING OR EQUIPMENT AND OPENINGS THAT ARE REQUIRED IN SHEET METAL FOR THE SETTING AND INSTALLATIONS OUTSIDE AIR CFM, BHP AND HP AT DESIGN CONDITIONS;AIR OUTLET DISCHARGE TEMPERATURE AND CFM; TERMINAL OF CONTROL DEVICES THEREIN BY THESE TRADES. BOX INLET SP, MINIMUM AND MAXIMUM AIR SETTINGS. E. THE CONTROL CONTRACTOR SHALL FURNISH AND INSTALL THE NECESSARY AIR PIPING FOR ALL INDICATING, J. CONTRACTOR TO PROVIDE TRAVERSE READING AT BASE BUILDING MAIN SUPPLY AND RETURN SHAFTS AND PROVIDE CONTROLLING AND CONTROLLED DEVICES. AIR PIPING THROUGHOUT THE SYSTEM SHALL BE FR (FIRE RETARDANT) STATIC PRESSURE READINGS DOWNSTREAM AND UPSTREAM OF ALL REHEAT/HEAT COILS AND PRV. MULTIPLE VIRGIN POLYETHYLENE TUBING WITH INTEGRAL ANTI-OXIDANT, VERMIN-PROOF INHIBITOR UNLESS K. THE FINAL REPORT AFTER COMFORT BALANCE IS PERFORMED SHALL BE PROVIDED TO THE BUILDING MANAGER. OTHERWISE SPECIFIED HEREIN. evisions L. PRE-CONSTRUCTION AIR TESTING: 1. THE AIR PIPING SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER AND SHALL BE PROPERLY SUPPORTED 1. MEASURE PRESSURE, TEMPERATURE,AND VOLUME OF AIR FROM EXISTING BASE BUILDING RETURN AND SUPPLY AIR USING STRAPS, CLIPS OR HANGERS, AS APPROVED. AIR PIPING SHALL BE SUPPORTED ON NOT OVER 6 FT. CENTERS ON SYSTEMS SERVING THE SCOPE OF WORK AREA BEFORE STARTING WORK. SUBMIT REPORT TO ENGINEER IMMEDIATELY VERTICAL RUNS, AND 4FT. CENTERS ON HORIZONTAL RUNS. PIPES SHALL NOT BE HIDDEN WITHIN DUCT INSTALLATION, AFTER COMPLETION OF TEST. RUN OVER ACCESS PANELS, OR SUPPORTED FROM PIPES OR CONDUITS. 2. ALL-LOW PRESSURE CONNECTIONS(25 PSI OR LESS) SHALL BE BARBED, PUSH-ON TYPE, WHEREAS, HIGH-PRESSURE L BE MADE WITH COMPRESSION FITTINGS AND SHALL BE SEAMLESS, HARD COPPER TUBING. XV. ELECTRICAL WORK TUBING SHALL - A. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR POWER WIRING UNDER A SEPARATE DIVISION OF CONTRACT 3. SUPPLY AIR RISERS SHALL BE SEAMLESS, HARD COPPER TUBING. WORK. AUTOMATIC TEMPERATURE, SAFETY AND INTERLOCKING CONTROLS FOR MOTORS, MOTOR STARTERS AND F. ALL ROOM THERMOSTATS/SENSORS AND SWITCH LOCATIONS SHALL BE SUBMITTED FOR REVIEW BY THE ARCHITECT OTHER ELECTRICAL APPARATUS AND DEVICES SHALL BE PROVIDED BY THE HVAC CONTRACTOR. CONTROL WIRING AND ENGINEER PRIOR TO INSTALLATION WHETHER THE DEVICES ARE SHOWN ON PLANS OR NOT. SHALL INCLUDE BUT NOT LIMITED TO ALL 12, 24, AND 120 VOLT WIRING. G. ALL ROOM THERMOSTATS/SENSORS SHALL HAVE OVERRIDE SWITCH, LOCAL READOUT AND LOCAL ADJUSTMENT. B. HE MECHANICAL CONTRACTOR SHALL PREPARE AND SUBMIT FOR APPROVAL TERMINAL POINT TO TERMINAL POINT, READOUT AND ADJUSTMENT SHALL BE CAPABLE OF BEING LOCKED OUT AT THE BMS. seal & signature COMPLETELY COORDINATED AND INTEGRATED WIRING DIAGRAMS FOR ALL WIRING REQUIRING FIELD INSTALLATION H. AUTOMATIC VALVES: S \ BY THE ELECTRICAL CONTRACTOR. 1. ALL AUTOMATIC CONTROL AND ISOLATION VALVES SHALL BE OF THE ELECTRONIC TYPE, UNLESS OTHERWISE SPECIFIED, OF NL't �P•� � C. SPECIFIC WIRING DIAGRAMS OF FACTORY INSTALLED EQUIPMENT WIRING SHALL ALSO BE SUBMITTED FOR APPROVAL QUIET IN OPERATION,AND SHALL BE ARRANGED TO SPRING RETURN FAIL SAFE, IN A NORMALLY CLOSED POSITION. IATT O AND FURNISHED TO THE ELECTRICAL CONTRACTOR FOR HIS INSTALLATION REQUIREMENTS AND OTHER USES. CONTROL VALVES SHALL BE FULLY PROPORTIONING AND ISOLATION VALVES SHALL BE 2-POSITION.VALVES TO HAVE � � i►Z D. OPERATING RANGES AND STARTING POINTS TO PROVIDE FLEXIBILITY OF ADJUSTMENT IN SEQUENCING AND HVAC CONTRACTOR SHALL MAINTAIN ALL EXISTING CONTROL CONNECTIONS FOR STARTERS TO BE REUSED. ADJUSTABLE � 4 u CONTRACTOR SHALL COORDINATE EXISTING CONDITIONS AND PROVIDE ALL CONTACTS AND RELAYS REQUIRED FOR THROTTLING. MODULATING VALVES SHALL BE PROVIDED WITH PILOT POSITIONERS. m EXISTING STARTERS TO BE REPLACED WITH NEW. 2. VALVES SHALL BE SIZED BY THE TEMPERATURE CONTROL MANUFACTURER AND GUARANTEED TO MEET THE HEATING OR Z E. HVAC CONTRACTOR SHALL COORDINATE WITH THE ELECTRICAL CONTRACTOR FOR THE INSTALLATION OF DUCT COOLING REQUIREMENTS AS SPECIFIED. CONTROL VALVES SHALL BE SUITABLE FOR PRESSURE CONDITIONS AND CLOSE O DETECTORS. DUCT DETECTOR SHALL BE FURNISHED AND WIRED BY THE ELECTRICAL CONTRACTOR AND MOUNTED AGAINST 110% OF PUMP DIFFERENTIAL PRESSURE. d50y�FESSION'�y BY THE HVAC CONTRACTOR. 3. ALL VALVE BODIES SHALL HAVE THE SAME PRESSURE CHARACTERISTICS AS THE PIPE IN WHICH IT IS INSTALLED. 4. VES 2 INCHES AND SMALLER UNLESS OTHERWISE SPECIFIED SHALL HAVE BRONZE BODIES WITH SCREWED ey plan XVI. MOTOR STARTERS, CONTROL DEVICES AND MOTORS CONNECTIONS. VALVES SHALL BE FISHER TYPE ED, WARREN TYPE 20/70, K&M SERIES GCG, OR AS APPROVED. A. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL STARTERS FOR POWER WIRING BY THE ELECTRICAL 5. VALVES BETWEEN 2-1/2"AND 4 INCH UNLESS OTHERWISE SPECIFIED, SHALL HAVE CAST IRON OR CARBON STEEL BODIES CONTRACTOR. WITH FLANGED CONNECTIONS IN ACCORDANCE WITH THE PIPING SPECIFICATIONS. VALVES SHALL BE FISHER STYLE ED, B. MOTOR STARTERS SHALL BE CUTLER HAMMER, WESTINGHOUSE OR ALLEN-BRADLEY MANUFACTURER, SUITABLE FOR WARREN TYPE 20/70 OR 1800 SERIES GCG, K&M SERIES GCG OR AS APPROVED. WALL OR ANGLE IRON FRAME MOUNTING. 6. CONTROL VALVES 4"AND LARGER UNLESS OTHERWISE SPECIFIED SHALL BE FISHER V100, K&M C-PORTBALL, WARREN C. ALL STARTERS FOR MOTORS LESS THAN 1!2 HP SHALL BE 120 VOLT, SINGLE PHASE, 60 CYCLE,A.C. SERVICE. MANUAL 3800 SERIES, ORAS APPROVED. 7. AUTOMATIC CONTROL VALVES EXPOSED TO THE ELEMENTS SHALL HAVE ELECTRONIC ACTUATORS WITH ALL REQUIRED STARTERS WITH OVERLOAD PROTECTION AND LOCKOUT TYPE DISCONNECT SWITCH OR BREAKER MAY BE USED TO CONTROL SUCH MOTORS, EXCEPT WHERE INTERLOCKS OR AUTOMATIC CONTROLS ARE REQUIRED. IN SUCH CASES, ACCESSORIES. MAGNETIC ACROSS-THE-LINE STARTERS SHALL BE FURNISHED. I. AUTOMATIC DAMPERS: D. ALL STARTERS FOR MOTORS 1/2 HP TO 75 HP SHALL BE COMBINATION FUSED DISCONNECT, MAGNETIC 1. PROVIDE CONTROLS FOR ALL THE AUTOMATIC DAMPERS, AS SPECIFIED IN THE DUCTWORK SECTION, AND SHOWN ON THE ACROSS-THE-LINE TYPE WITH FUSIBLE SWITCH. STARTERS 75 HP AND GREATER SHALL BE SOLID STATE ELECTRONIC DRAWINGS. SOFT START TYPE STARTERS. 2. CONTROL MOTORS OR ACTUATORS SHALL BE OF THE ELECTRONIC TYPE UNLESS OTHERWISE NOTEDF O APPROPRIATE E. CONTROLLERS FOR CONDENSATE PUMPS, DUPLEX AIR COMPRESSOR, SUMP AND EJECTOR PUMPS, ETC., SHALL BE SIZE AND QUANTITIES TO PROVIDE TWO-POSITION OR PROPORTIONING CONTROL ACTION AS SPECIFIED. PROPORTIONING FACTORY MOUNTED AND WIRED AS PART OF THE WORK OF THE HEATING, VENTILATING AND AIR CONDITIONING TYPE SHALL BE EQUIPPED WITH PILOT TYPE POSITIONERS. PILOT POSITIONERS SHALL BE SELECTED FOR VARIED SPRING tient SECTION. RANGES AND ADJUSTABLE WITHOUT DISMANTLING POSITIONER AND CONTROL MOTOR. Dana Ben Ari & Nikola Duravicevic F. ALL MAGNETIC STARTERS SUBJECT TO MANUAL START AND IN DIRECT VIEW OF THE MOTORS THEY CONTROL SHALL 3. AUTOMATIC DAMPERS EXPOSED TO THE ELEMENTS SHALL HAVE ELECTRIC ACTUATORS WITH ALL REQUIRED 282 Washington Avenue HAVE MOMENTARY CONTACT START AND STOP BUTTONS AND PILOT LIGHT BUILT IN TO COVER. ALL MAGNETIC ACCESSORIES. Brooklyn STARTERS SUBJECT TO ELECTRICAL INTERLOCK OR AUTOMATIC CONTROL SHALL HAVE HAND-OFF-AUTOMATIC J. SEQUENCES OF OPERATION- FURNISH AND MOUNT ALL DEVICES AS REQUIRED TO PERFORM THE FOLLOWING Y 11205 SWITCHES AND PILOT LIGHT BUILT INTO COVER. SEQUENCES OF OPERATION: G. WHERE STARTERS ARE NOT IN SIGHT OF MOTORS THEY CONTROL,A LOCAL DISCONNECT SWITCH WILL BE PROVIDED 1. THE INTENT OF THIS SECTION IS TO DESCRIBE THE COMPLETE FUNCTIONAL CONTROL OF ALL MECHANICAL EQUIPMENT, rchitects BY THE ELECTRICAL CONTRACTOR. SYSTEMS AND DEVICES OF THE PROJECT, THIS CONTRACTOR IS TO FURNISH AND INSTALL AS REQUIRED Shenton Architects LLP 95 Plymouth Street H. PROVIDE ALL STARTERS WITH TRANSFORMERS BUILT INTO EACH STARTER CASING FOR CONTROL CIRCUIT. ELECTRIC/ELECTRONIC CONTROLS, ALL NECESSARY COMPONENTS, CONTROL WIRING, INTERLOCK WIRING, WIRING TRANSFORMERS SHALL SERVE ALL CONTROL CIRCUITS. EACH STARTER SUBJECT TO ELECTRICAL INTERLOCK CONTACTORS, THERMOSTATS, RELAYS, P.E.S, CONTROL TRANSFORMERS, STARTERS, ALARMS, CONTROL VALVES, ETC. Brooklyn Y 11201 AND/OR AUTOMATIC CONTROL SHALL HAVE THE NECESSARY AUXILIARY CONTACTS. ONE SET OF TERMINALS SHALL TO ACHIEVE THE DESIRED CONTROL OPERATION FOR THE AIR CONDITIONING SYSTEMS. BE PROVIDED FOR EACH CONTROL CIRCUIT. CONTROL CENTERS SHALL BE PROVIDED WITH CONTROL TERMINAL XVIII. SEQUENCE OF OPERATION O-IL BLOCKS. PROVIDE THREE SETS OF NORMALLY CLOSED OR NORMALLY OPEN CONTACTS. A. HEATING SYSTEMS Brooklyn I. ALL MAGNETIC STARTERS SHALL HAVE THERMAL OVERLOAD IN EACH PHASE LEG AND LOW VOLTAGE PROTECTION. 8 Jay Street, #501 J. ALL PARTS SUBJECT TO WEAR,ARCHING, ETC., SHALL BE REPLACEABLE. 1. BOILER TO BE ENABLED WHENEVER THE TEMPERATURE DROPS BELOW 60 DEGREES. K. ALL WIRING, STARTERS, SWITCHES, ETC., SHALL BE IN FULL ACCORDANCE WITH ALL LOCAL INSURANCE 2. BOILER TO BE DISABLED IN COOLING MODE. Y 11201 UNDERWRITERS CODE REQUIREMENTS. 3. TWO STAGE HEATING: RADIANT FLOOR HEATING TO BE EMPLOYED AS FIRST STAGE OF HEATING tructural engineerL. ilman Associates FURNISH DETAILED COMPOSITE WIRING DIAGRAMS FOR THOSE INSTALLING ELECTRICAL WORK, AND FURNISH SUCH AND HEAT PUMPS TO BE EMPLOYED AS THE SECOND STAGE. OTHER INFORMATION NECESSARY TO ASSURE THE PROPER CONNECTION, OPERATION AND CONTROL OF MOTORIZED 4. THE HOT WATER BOILERS AND FLOW CONTROL VALVES SHALL BE CONTROLLED BY THE 2 Old Slip, 10th Floor ew York EQUIPMENT, INCLUDING INTERLOCKS, AUTOMATIC OR SAFETY CONTROLS AND AUXILIARY CIRCUITS. M. FURNISH THE PERTINENT INFORMATION SUCH AS STARTING TORQUE REQUIREMENTS OF HIGH INERTIA EQUIPMENT, BOILER MANUFACTURER SUPPLIED MASTER CONTROL PANEL. THE CONTROL SYSTEM SHALL Y 10005 SO THAT THE PROPER TYPE STARTER MAY BE PROVIDED BY THE STARTER MANUFACTURER. ALL INFORMATION IS 5. CONTROL THE HOT WATER PUMPS AND DIFFERENTIAL PRESSURE CONTROL VALVE AND SHALL SUBJECTED TO THE REVIEW OF THE ENGINEER. mep engineer N. PROVIDE LAMINATED NAME PLATE ATTACHED TO EACH STARTER IDENTIFYING THE SYSTEM IT SERVES. INTERFACE TO THE MASTER BOILER PANEL FOR MONITORING AND CONTROL OF THE HOT WATER SYSTEM. LS Consulting Engineers O. STARTER AND VFD ENCLOSURES SHALL BE NEMA 1 FOR INDOOR APPLICATIONS, NEMA 3R WITH ADDITIONAL 6• PROVIDE CONTROLS FOR COMPLETE STAND-ALONE OPERATION OF THE BOILER HOT WATER SYSTEM. 50 W. 30th Street ASKETING FOR WEATHERPROOF RAINTIGHT OUTDOOR ENCLOSURE OR INDOOR ENVIRONMENTS SUBJECT TO 7. THE CONTROL SYSTEM SHALL INSTALL ALL FIELD WIRING REQUIRED FOR HOT WATER SYSTEM ew York, NY 10001 MOISTURE. P. MOTORS SHALL BE HIGH EFFICIENCY, COMPLY WITH NEMA MG-1 STANDARD AND MEET THE 1992 EPA ENERGY OPERATION THAT CANNOT BE FACTORY INSTALLED INCLUDING BUT NOT LIMITED TO PUMP CONTROL, EFFICIENCY ACT AND UTILITY COMPANY REBATE REQUIREMENTS. FLOW CONTROL VALVES, TEMPERATURE AND PRESSURE SENSORS, ETC. Q. PROVIDE VARIABLE FREQUENCY DRIVES (VFD)AS MANUFACTURED BY GENERAL ELECTRIC, MAGNATEK, ABB, OR 8. THE HOT WATER SYSTEM SHALL BE ENABLED/DISABLED THROUGH THE CONTROL SYSTEM. APPROVED EQUAL BY THE ENGINEER FOR CONTROL OF FANS AND/OR PUMPS AS SHOWN ON THE PLANS AND AS 9. WHEN THE HOT WATER SYSTEM IS ENABLED THE LEAD HOT WATER PUMP SHALL START, ONCE THE ivil engineer B Bennett SPECIFIED HEREIN. VFD DISTORTION FACTOR SHALL NOT EXCEED 3%THD(VOLTAGE)AT POINT OF COMMON 0 IBenn Street ° PUMP IS OPERATING, THE BOILER SHALL BE ALLOWED TO FIRE. ry COUPLING, AS DEFINED BY IEEE 519.1992 AND IN NO CASE SHALL THE CURRENT THD EXCEED 10%. VFDS SHALL ast Hampton INCLUDE THE FOLLOWING: 10. FOR THE PUMPS ONE PUMP IS PRIMARY AND THE OTHER IS STAND-BY. PROVIDE STAGING CONTROL Y t Ham 1. PWM TECHNOLOGY INCORPORATING IGBT. OF THE PUMPS SO IF THE PRIMARY PUMP FAILS, LOCK IT OUT AND START THE STAND-BY PUMP. 2. 40 CHARACTER FULL ENGLISH DIGITAL DISPLAY. CODES ARE NOT ACCEPTABLE. 11937 N ALARM SHALL BE ANNUNCIATED TO THE CONTROL SYSTEM. ROTATE THE PRIMARY AND STAND-BY 3. DC LINE CHOKE surveyor 4. NEMA 1 ENCLOSURE PUMPS ON A REGULAR SCHEDULE(ADJ.)TO EQUALIZE RUNTIME. qathan Corwin Land Surveyor 586 Main Rd. amesport 5. MANUAL BYPASS AND MANUAL BYPASS CONTACTORS Y 11947 6. THREE SETS OF NORMALLY CLOSED OR NORMALLY OPEN CONTACTS. B. AC UNITS 7. CIRCUIT BREAKER DISCONNECT 1. UNIT SHALL INDEX ON VIA A TIME OF DAY SCHEDULE roject title 8. VFD DRIVE SERVICE SWITCH 2. ALL ASSOCIATED MOTORIZED DAMPERS WILL BE CLOSED WHEN UNIT IS OFF. 9. SPEED CONTROL DIAL ast Marion House 10. THERMAL MOTOR OVERLOADS 3. UNIT SHALL SEQUENCE COMPRESSORS TO MAINTAIN ZONE TEMPERATURE OF 72 DEGREES (ADJUSTABLE). Rocky Point Road, East Marion, NY 11. 3%AC LINE REACTOR PRE-WIRED AND INSTALLED WITHIN VFD ENCLOSURE 4. ON A DROP IN OUTSIDE AIR TEMPERATURE BELOW 55 DEGREES(ADJUSTABLE), AIRSIDE ECONOMIZER WILL 12. FACTORY START-UP SERVICE INCLUDING COMPONENT TESTING, FIELD CHECK OF CONTROL CONNECTION, AND MODULATE DAMPERS TO MAINTAIN DISCHARGE TEMPERATURE TO MAINTAIN ZONE SET POINT. rawing title DOCUMENTS STATING THAT ALL WORK AND DRIVE FUNCTIONS ARE DEEMED ACCEPTABLE. 5. IN ECONOMIZER MODE, COMPRESSORS WILL BE LOCKED OUT. MECHANICAL 13. PROGRAMMING OF ALL DRIVE PARAMETERS PARTICULAR TO THIS INSTALLATION 6. LEAK DETECTION SENSOR LOCATED IN DRIP PAN WILL SEND SIGNAL TO RAM MODULE TO AUTOMATICALLY SPECIFICATION SHUT UNIT AND PRODUCE AN AUDIBLE ALARM. C. FANS 20F2 tatus project no.ERMIT E009-01-001 ' N � 1. TOILET EXHAUST FANS WILL OPERATE AND BE CONNECTED TO THE RESTROOM LIGHT SWITCH. KITCHEN EXHAUST FANS WILL drawn by OPERATE ON A SWITCH AT THE KITCHEN HOOD. cote NTS _ _ x 2. THE RETURN AIR FANS WILL OPERATE WHEN THE CORRESPONDING AIR CONDITIONING UNIT IS IN OPERATION date page 3. THE OUTSIDE AIR FAN WILL OPERATE WHEN THE AIR CONDITIONING UNITS AND BOILER ARE IN OPERATION. THE ELECTRIC DUCT 2.05.2016 4 HEATER WILL MAINTAIN THE OUTSIDE AIR TEMPERATURE ABOVE 50°F (ADJUSTABLE). WHEN THE AIR CONDITIONING UNITS ARE THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICATION SPECIFICATION SHEET. ALL NOT OPERATIONAL, THE OUTSIDE AIR FAN AND ELECTRIC DUCT HEATER ARE DISABLED AND THE MOTORIZED DAMPER CLOSED. OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPUCABLE CODES. M =202000 II dimensions to be checked n site. Do not scale. MECHANICAL NOTES 1. REFER TO M101 FOR GENERAL NOTES. 2. THE CONTRACTOR SHALL SURVEY THE WORK PRIOR TO COMMENCING. 3. ALL EXISTING SERVICES NOT SHOWN SHALL REMAIN AS EXISTING. 4. COORDINATE WITH ARCHITECT FOR FINAL LOCATIONS OF ALL THERMOSTATS AND SEEK ENGINEER APPROVAL PRIOR TO INSTALLATION. 5. THE CONTRACTOR SHALL INSTALLALL EQUIPMENT AS REQUIRED ALLOWING FOR MANUFACTURER'S RECOMMENDED ACCESS REQUIREMENTS. — c co 6. DUCTWORK SHOWN IS DIAGRAMMATIC. _ ALL DUCTWORK SHALL BE INSTALLED AT --� THE MAXIMUM HEIGHTALLOWABLE UNLESS OTHERWISE STATED. � I 7. ALL OPEN-ENDED DUCTWORK SHALL HAVE i WIRE MESH SCREENS. I 8. ALL CONTROL POWER WIRING AND C, TRANSFORMERS FOR DAMPERS, 20x8 RA FROM ACTUATORS,CONTROL PANELS,ETC ABOVE SHALL BE PROVIDED BY THE CONTRACTOR. POWER FOR CONTROL DEVICES SHALL BE DERIVED FROM SOURCE DESIGNATED BY THE ELECTRICAL CONTRACTOR. _ - -g�- 9. PROVIDE V ACOUSTICAL LINING IN ALL SUPPLY AND RETURN DUCTWORK CONNECTED TO AIR CONDITIONING UNITS. RFS-.1B DUCTWORK SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS. i 10. INACTIVE SECTIONS OF LINEAR DIFFUSERS 10x6-DX UP ARE TO BE RETURN INLETS. COORDINATE -49 TOTAL LENGTHS WITH ARCHITECT. f I 12x6 OUTSIDE AIR DUCT UP an G I� f 1� 1 SG f (100)I 8x6 evisions— — — CONNECT TO DRYER TX UP 6x4 (200) — — — :_ 10x6 SA DUCT UP - 20x1LoJ f — — 1I ws i x �I x _ 3' 8x6 x 1 X EDH-1 12x1016x10 I I -�. •�f1{ I seal &�2I /A r�s i �n 0 8S8UAF 1m � SG SG ACC- -1O SG SG (100) (250) (250) (200) AC-C-1 �C-1-2 8S5t-7OI 16X12I X8 + 111960 xA E�C- -3 RS 0) (20 ey plan THERMOSTAT- o >< . 0x16 S1 0x6 8x6 I i '7 14 01 t1,a ! J I II I i li II it I i ! f AC-1-3 IJ L �.�� I L II it II I II 11 II I II II II II a�j I! 11 it ;l _. _ _ _ L _ _ -_ �s x z6 $XG - ---- tient - Dana Ben Ari & Nikola Duravicevic x I 82 Washington Avenue � -- rooklyn Y 11205 -- rchitects Shenton Architects LLP 95 Plymouth Street 34x10 RA FROM ABOVE Prooklyn Y 11201 30x10 RETURN RF-1 2 THRASFER AIR DUCTS O- IL (Np 3) 38 Jay Street, #501 rooklyn 36x10 RA DUCT DN 11201 .�.------- --I - - — --------8x6 tructural engineer ilman Associates -I 2 Old Slip, 10th Floor 2xNew York u Y 10005 L mep engineer LS Consulting Engineers 50 W. 30th Street -� x v New York, NY 10001 16x10 f d — I ivil engineer B Bennett 0 Inkberry Street i I12X$ East Hampton I Y 11937 ------- surveyor Nathan Corwin Land Surveyor - I! 586 Main Rd. 444 i x6 C amesport I'i it Y 11947 � ®-- -------- I roject title ast Marion House Rocky Point Road, East Marion, NY yawing title MECHANICAL DUCTWORK BASEMENT PLAN tatus project no. N ERMIT — — E009-01-001 A cale drawn by /4" = 1'-0" BY ate page 2.05.2016 5 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPUCABLE CODES. M =30050 AM dimensions to be checked on site. Do not scale. S I'D 20 X 8 RA DUCT DN l_LLLLLLUL_L1_L A-Lk-t-ilm-111.1 LLIJ �F 0() EXHAUST AIR LOUVER TEMPERATURE SENSOR(TYP) tAC-1-1 AC-1-1 I TS EF-3 A —OUTSIDE AIR LOUVER 0 I -M-1 12x6 OUTSIDE AIR DUCT DN -7171 (D EXHAUSTAIR LOUVERS I Ox6 SA DUCT DN BE 1�1 I Ox6 DX 1! - 01 TTM 01 FD FD (160) (160) FD D -—Fl) �200) UI 11 FD_ -evisions 160) 77�20OT' DN6 x4 (D 30x10 - RAD ICT JP (D S G (200) EG KITCHEN EXH�US HOOD TOBEPROVI ED 3YOTHERS (150)1 r-7 r ED RF- V I �L 50 ------------- EF-1 3eal & sl p _40x12-RADUCTD`N EG C-1-3 (D (150) ED RF-1-3B 3OX10 Ili V I ri) KX-11 RA DUCT UP <ey plan E F-2 F D D-- (200) 6 ED E) (D —F --------- 150) .. . ......... FD 160 iLJ L 0 zzzzzzzz/ lient z Dana Ben Ari& Nikola Duravcevic EXHAUST AIR LOUVER AC-1- 282 Washington Avenue R Brooklyn orchitects in, Fill Shenton Architects LLP 34X1 0 RA DUCT DN- __M 195 Plymouth Street Brooklyn 14Y 11201 58 Jay Street,#501 Brooklyn NY 11201 MECHANICAL NOTES -tructural engineer 1. REFER TO M101 FOR GENERAL NOTES. Silman Associates 32 Old Slip, 10th Floor 2. THE CONTRACTOR SHALL SURVEYTHE New York 36x10 RA DUCT DN ............ WORK PRIOR TO COMMENCING. NY 10005 3. ALL EXISTING SERVICES NOT SHOWN mep englineer SHALL REMAIN AS EXISTING. LS Consulting Engineers 4. COORDINATE WITH ARCHITECT FOR FINAL 150 W. 30th Street LOCATIONS OF ALL THERMOSTATS AND New York, NY 10001 SEEK ENGINEER APPROVAL PRIOR TO INSTALLATION. 0 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS REQUIRED ALLOWING FOR -ivil engineer T T-T MANUFACTURER'S RECOMMENDED DB Bennett ACCESS REQUIREMENTS. 20 Inkberry Street �Eo 6. DUCTWORK SHOWN IS DIAGRAMMATIC. :-:ast Hampton -------------- i ALL DUCTWORK SHALL BE INSTALLED AT NY 11937 THE MAXIMUM HEIGHT ALLOWABLE UJILl surveyor UNLESS OTHERWISE STATED. 0 01 Nathan Corwin Land Surveyor 7. ALL OPEN-ENDED DUCTWORK SHALL HAVE 1586 Main Rd. WIRE MESH SCREENS. Jamesport 8. ALL CONTROL POWER WIRING AND NY 11947 TRANSFORMERS FOR DAMPERS, )roject title ACTUATORS,CONTROL PANELS,ETC SHALL BE PROVIDED BY THE :-::ast Marion House Tll� I mi CONTRACTOR. POWER FOR CONTROL Rocky Point Road, East Marion, NY �'H1 DEVICES SHALL BE DERIVED FROM SOURCE DESIGNATED BY THE ELECTRICAL drawing title CONTRACTOR. MECHANICAL 9. PROVIDE 1"ACOUSTICAL LINING IN ALL SUPPLYAND RETURN DUCTWORK DUCTWORK 1ST CONNECTED TO AIR CONDITIONING UNITS, DUCTWORK SIZES SHOWN ARE INSIDE FLOOR PLAN ------ Ell CLEAR DIMENSIONS. Actus project no. 10. INACTIVE SECTIONS OF LINEAR DIFFUSERS 5ERMIT E009-01-001 ;cale drawn by ARE TO BE RETURN INLETS. COORDINATE /4"=11-01, BY 7 TOTAL LENGTHS WITH ARCHITECT. J ate page 2.05.2016 6 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED rawing no. ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE NTH APPUCABLE CODES. M-301 000 Ell, II dimensions to be checked n site. Do not scale. SM I1777 1 I i I T"'- 10co it lg � T1 F� AC-2 11 i4 IJ_ i EXHAUST AIR LOWER { g � I ilk 24x12 RETURN AIR I A TRANSFER DUCT I111 t t, AC-2- -T I I I b 'ail 1 IIS OID I E{ II l I { 24x12 ' I RETURN AIR 30x10 TRANSFER DUCT RA DUCT DN -� L-• , I r AC-2-2 _ 12x8 8x4 ,L g pF L9 Lf j I �j �-� E �� ii ��P��.� LA77fi��•. ' � --! ,� i 1 ,,-• tom,.�.--' r_--~ _-._..---= ._.___ ..___ _.v.._.._ i ;; ,�. ' y plan m. EF-5 --- r i E 01 x IF r PE 1 –_ I �C I�iSII I � LiiiWS ! i " � i!' .�-L - ana Ben Ari &Nikola Duravicevic l -EXHAUST AIR LOUVER 82 Washington Avenue f, Brooklyn !! Y 11205 — i" rchitects IShenton Architects LLP 95 Plymouth Street rooklyn Y 11201 SO- IL 8 Jay Street, #501 { Brooklyn i ! MECHANICAL NOTES Y 11201 1. REFER TO M101 FOR GENERAL NOTES. tructural engineer I 1 ; ilman Associates :.I, 2. THE CONTRACTOR SHALL SURVEY THE 2 Old Slip, 10th Floor WORK PRIOR TO COMMENCING. Y 10005 i 3. ALL EXISTING SERVICES NOT SHOWN _ i i I SHALL REMAIN AS EXISTING. ! _ j mep engineer sl j LS Consulting Engineers _ 4. COORDINATE WITH ARCHITECT FOR FINAL al LOCATIONS OF ALL THERMOSTATS AND 50 W. 30th Street SEEK ENGINEER APPROVAL PRIOR TO New York, NY 10001 INSTALLATION. 5. THE CONTRACTOR SHALL INSTALLALL ij ; ji EQUIPMENTAS REQUIRED ALLOWING FOR � I g I f MANUFACTURER'S RECOMMENDED ivil engineer ACCESS REQUIREMENTS. B Bennett 6. DUCTWORK SHOWN IS DIAGRAMMATIC. 0 Inkberry Street East Hampton i ALL DUCTWORK SHALL BE INSTALLED AT THE MAXIMUM HEIGHT ALLOWABLE Y 11937 UNLESS OTHERWISE STATED. — — — { surveyor { ! ! ! 7. ALL OPEN-ENDED DUCTWORK SHALL HAVE athan Corwin Land Surveyor IN WIRE MESH SCREENS. 586 Main Rd. amesport 8. ALL CONTROL POWER WIRING AND Y 11947 I P i f i I I TRANSFORMERS FOR DAMPERS, ACTUATORS,CONTROL PANELS,ETC roject title i SHALL BE PROVIDED BY THE j i i i i l I f I { CONTRACTOR. POWER FOR CONTROL a st Marion House { i 111 ! (` { I ( { I ! ; i I DEVICES SHALL BE DERIVED FROMRocky Point Road, East Marion, NY SOURCE DESIGNATED BY THE ELECTRICAL CONTRACTOR. rowing title 9 �ROVIDE I"SUPPLYAND REOUSTICAL TURN DUCT WORK RIK ALL MECHANICAL DUCTWORK 2ND CONNECTED TO CONDITIONING UNITS. DUCTWORK SIZES SHOWN ARE INSIDE { I CLEAR DIMENSIONS. FLOOR PLAN 10. INACTIVE SECTIONS OF LINEAR DIFFUSERS tatus project no. v ARE TO BE RETURN INLETS. COORDINATE ERMIT E009-01-001 -119, { TOTAL LENGTHS WITH ARCHITECT. cote drawn by I III i 1/4"= 1'-0" BY _ - _ a - rrr r r ate page 2.05,2016 7 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. EM ON THE APPUCATION SPECIFICATION SHEET. ALL "91 OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED Mm302000 OR IN ACCORDANCE WITH APPUCABLE CODES. II dimensions to be checked MECHANICAL NOTES n site. Do not scale. 1 . REFER TO M101 FOR GENERAL NOTES. 2. THE CONTRACTOR SHALL SURVEY THE WORK PRIOR TO COMMENCING. 3. ALL EXISTING SERVICES NOT SHOWN SHALL REMAIN AS EXISTING. 4. THE CONTRACTOR SHALL INSTALL ALL i EQUIPMENT AS REQUIRED ALLOWING -- --- FOR MANUFACTURER'S RECOMMENDED ACCESS REQUIREMENTS. 5. PIIPING SHOWN IS DIAGRAMMATIC. ALL PIPING SHALL BE INSTALLED AT THE MAXIMUM HEIGHT ALLOWABLE UNLESS REFRIGERANT OTHERWISE STATED. 6. ALL CONTROL POWER WIRING AND TRANSFORMERS FOR DAMPERS, ACTUATORS, CONTROL PANELS, ETC SHALL BE PROVIDED BY THE IE - CONTRACTOR. POWER FOR CONTROL i , - STEEL DOMESTIC WATER PRESSURE TANK 125 GALLONS DEVICES SHALL BE DERIVED FROM � e � ) SOURCE DESIGNATED BY THE PROPANE WATER RADIANT ZONE M-1 ELECTRICAL CONTRACTOR. i I€ - HEATER, WH-1 I RADIANT ZONE M-2 RADIANT ZONE M-3 k (S Y1 . f i .t t f DOMESTIC BOOSTER PUMP, BP-1 . COORDINATE WITH CIVIL evisions ENGINEER ON WELL PUMP REFRIGER ACCU-2-1 � LOCATiO a I ® ® pi II I f � I � i I 1 ! _1CU-2-2 iI ! EEEttt� II W asI II seal & signat1,_ -1 A -C-1_12f uT,f . :. i Accu-C-1 I I j ! ;moi + I I III A -1-1 i Z tii I , T TI " R UTILITY METERS A � ey planFIIT RAfI N A MAIN ELEC. PANELf 150A ATSACCU-1 -1 i -1 I11 I A � I il h11 if ill I I ; i A 1. AC-1-3 I �t ® ® I i II I II II - - - �.,� i EM.. ELEC. PANEL I i ti I) I 1 qCCU_1 _2 I H , IATIEIR,113101 ][E _ BAC-K-D RAF-T--DAM PER - ® ® REFRIGERANT - --- --- -- - LINES AC-1-3 CU-1 -3 BOILER FLUE UP 'ZI ien t Dana B en Ari & Nikola Duravicevic 82 Washington Avenue i rooklyn I14Y 11205 DOMESTIC HOT WATER FLUE UP — L' - rchitects IShenton Architects LLP 95 Plymouth Street rooklyn Y 11201 O- IL 8 Jay Street, #501 rooklyn Y 11201 _ structural engineer ilman Associates 2 Old Slip, 10th Floor ew York i Y 10005 mep engineer LS Consulting Engineers l I 50 W. 30th Street New York, NY 10001 t t , i OUTDOOR CONDENSING UNITS - ---- ___ ! Iv11 engineer u B Bennett 0 Inkberry Street , ast Hampton t Y 11937 W------- surveyor i' h win Land Surveyor 58Main amesport + Y 11947 _ I roject title I - ast Marion House Rocky Point Road, East Marion, NY ! I rawing title MECHANICAL PIPING BASEMENT PLAN tatus project no. i ERMIT E009-01-001 cale drawn by BY ate page 2,05.2016 8 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPUCABLE CODES. Mm3501 MECHANICAL NOTES 1 . REFER TO M101 FOR GENERAL NOTES. _. 2. THE CONTRACTOR SHALL SURVEY THE WORK PRIOR TO COMMENCING. RADIANT 2, RATN DIANT ZONE M-7 3. ALL EXISTING SERVICES NOT SHOWN SHALL REMAIN AS EXISTING. REFRIGE 4. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS REQUIRED ALLOWING ' I REFRIGERANT FOR MANUFACTURER'S RECOMMENDED = DN ACCESS REQUIREMENTS. Ell 000 5. PIIPING SHOWN IS DIAGRAMMATIC. ALL - f PIPING SHALL BE INSTALLED AT THE ! i MAXIMUM HEIGHT ALLOWABLE UNLESS RADIANT ZONE M-8 OTHERWISE STATED. j Q f i 6. ALL CONTROL POWER WIRING AND I �� TRANSFORMERS FOR DAMPERS, ACTUATORS, CONTROL PANELS, ETC l I SHALL BE PROVIDED BY THE II RADIANT ZONE CONTRACTOR. POWER FOR CONTROL - � .�I DEVICES SHALL BE DERIVED FROM SOURCE DESIGNATED BY THE 1 REFRIGERANT ° { - ly P ELECTRICAL CONTRACTOR. -01 f ' , ► _ J1111 4-- M ._w r 771 AI- ® I s ij i� I d f .,r R E ;RAIN { --f RADIA T ZONE ETJ M-12 _ �_ ---'---- ------------ m" �... 11 ! -- f N ---i ajr<' k` ! BOILER FLUE UIP & DN d; RADIANT ZONE DOMESTIC HOT I M-11 WATER FLUE UP & DN I II I ; l IT � 1 I i 'ice j i I l I! 1 ; 1+ T® I RADIANT ZONE f ° I M-10 I ll I 1 k 1' I fl, !it � Il jO i � id I I i ji TLIT j , I i 111 ! II I THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. II dimensions to be checked n site. Do not scale. 1 2 3 4 5 6 7 8 MECHANICAL NOTES RADIANT ZONE M-14 1 . REFER TO M101 FOR GENERAL NOTES. 2. -JHE CONTRACTOR SHALL SURVEY THE WORK PRIOR TO COMMENCING. 3. ALL EXISTING SERVICES NOT SHOWN SHALL REMAIN AS EXISTING. REFRIGERANT DN 4. THE CONTRACTOR SHALL INSTALL ALL �- EQUIPMENT AS REQUIRED ALLOWING CONNECcT CONDENSATE FOR MANUFACTURER'S RECOMMENDED TO FUNNEL DRAIN ACCESS REQUIREMENTS. j 5. PIIPING SHOWN IS DIAGRAMMATIC. ALL I Ohl ' PIPING SHALL BE INSTALLED AT THE CONDENSATE PUMP I ► i ; i l MAXIMUM HEIGHT ALLOWABLE UNLESS ! RADIANT ZONE OTHERWISE STATED. M-16 , 6. ALL CONTROL POWER WIRING AND TRANSFORMERS FOR DAMPERS ACTUATORS, CONTROL PANELS, ETC SHALL BE PROVIDED BY THE j �y CONTRACTOR. POWER FOR CONTROL I � � � ,, � � I �► DEVICES SHALL BE DERIVED FROM --- _ - � SOURCE DESIGNATED BY THE --- - - , - ELECTRICAL CONTRACTOR. i I REFRIGERANT -evisions F1 TIE PUMP �' CONNECT CONDENSATE ® TO FUNNEL DRAIN ! i II i I v- RADIANT ZONE 1 NE i i' k. M-13 i i seal & signatu f I ` k9� i ey Plan if is it t S i � JI � T1 - z z z i i , I i i 01 lient BOILER _LU.E UP-&_DN Dana Ben Ari & Nikola Duravicevic 82 Washington Avenue Brooklyn { Y 11205 DOMESTIC HOT _._ __ _ - .__ _ i ' rchitects IE { Shenton Architects LLP WATE RI FLUE UP & DN 195 Plymouth Street iBrooklyn " Y 11201 y �{ li I 1 8 Jay Street, #501 's. I Brooklyn Y 11201 i I tructural engineer t— ilman Associates 1 2 Old Slip, 10th Floor iNew York Y 10005 I mep engineer LS Consulting Engineers i ( 50 W. 30th Street New York, NY 10001 ! I ivil en 3 ineer 9 ii B Bennett 0 Inkberry Street I i ifEast Hampton Y 11937 surveyor E athan Corwin Land Surveyor L- _ -- —I 586 Main Rd. ,? Jamesport Y 11947 r II ++ I roject title 1 I I I I ast Marion House Rocky Point Road, East Marion, NY drawing title MECHANICAL PIPING 2ND ' FLOOR PLAN 1 tatusroject no. o ERMIT E009- 01-001 N cale drawn by 1/4" = 1'-0" BY -- 1 — �� ate page ,--------- _ _ _ — 2.05.2016 10 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE SHEET. ALL 1 OTHER MATTE SCSHOWN ARE INOT TONBE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED Mm352 , 00 OR IN ACCORDANCE WITH APPLICABLE CODES. II dimensions to be checked n site. Do not scale. 1 2 3 4 5 6 7 8 — � 4 MECHANICAL NOTES 1 . REFER TO M101 FOR GENERAL NOTES. 2. THE CONTRACTOR SHALL SURVEY THE WORK PRIOR TO COMMENCING. I I 1 H 3. ALL EXISTING SERVICES NOT SHOWN �-- SHALL REMAIN AS EXISTING. I 4. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AS REQUIRED ALLOWING I G FOR MANUFACTURER'S RECOMMENDED_ I ACCESS REQUIREMENTS. ' I17-1 i I -I 1 I � I I I I I I 5. PIIPING SHOWN IS DIAGRAMMATIC. ALL ' ! II I I I \ IIII I III I l i IIIII 1111111 II I III IIEI i 111111 PIPING SHALL BE INSTALLED AT THE I I ( I \ I Io evisions - - MAXIMUM HEIGHTAL-LOWABLE UNLESS OTHERWISE STATED. I � 1 �� 1—t -- -- — — 6. ALL CONTROL POWER WIRING AND IIIII I I I I i I I \ I I I I I I IIII I III \ I I \ t I I I I I I l IIII TRANSFORMERS FOR DAMPERS, ACTUATORS, CONTROL PANELS, ETC I I I I I ' I III I I I I l l � I I III I I I . I I I l I III I I l E I eal & si eNE �. SHALL BE PROVIDED BY THE CONTRACTOR. POWER FOR CONTROL . wQ DEVICES SHALL BE DERIVED FROM SOURCE DESIGNATED BY THE � i I 4,09 ELECTRICAL CONTRACTOR. I 4 \ \ II I I \ 111 I I I I I SS% 41 ey plan E _J 1 4 1 11 4_1 11 4 11 1-�- 1 14_1 1 W, \ 141 ' 4-1 1 1� � \ III \ I ► I 1 \ III IIIII � I � � 11 I , \ � II I II II \ 1111111 ► I o \ \\\\ ® LLL LLLj=L e \ \ \ \\ tient ® LLI __N --- :e __ """'' °`"�'— �' — I I --�-- Dana Ben Ari & Nikola Duravicevic r a_�_ �\ \, \ \ \ 82 Washington Avenue BOILER FLUE - `\� \\ `\ �, �. Y111205 \, \x� N, � rchitects DOMESTIC HOT \\ `\\ \� `�` Shenton Architects LLP 95 Plymouth Street WATER FLUE \ \ \, \ Brooklyn I � � \ \ � \\\, Y 11201 8 Jay Street, # 501 Brooklyn - -___ tructural engineer I 1 I •\ I ilman Associates 2 Old Slip, 10th Floor ew York Y 10005 mep engineer �- LS Consulting Engineers 50 W. 30th Street ew York, NY 10001 i --1--.� i ivil engineer B Bennett 0 Inkberry Street I --®- Y 1 937pton 4 — —� I _ _ _ urveyor B _ athan Corwin Land Surveyor 586 Main Rd.amesport Y 11947 �® I roject title I 1 I ast Marion H - ouse Rocky Point Road, East Marion, NY rowing title ®i - MECHANICAL -- --- - - -- ( PIPING ROOF PLAN tatus project no. ERMIT _ _ E009-01-001 I I —ca Ie drawn by Nf 1/4"= 1'-0" _ BY � I ate page 2.05.2016 11 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. I ( I I I ON THE APPUCATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED e OR IN ACCORDANCE WITH APPUCABLE CODES. M353000 II dimensions to be checked n site. Do not scale. SEE NOTE#6 SEE NOTE#6 PROVIDE FOR EACH DAMPER END GENERAL NOTES: 40X 4"X 20 GAUGE SUPPORTS • • . e r •ad • ' F_�W� .d •e•• PINS SPOT WELDED TO LINER ADHERED TO THE 1. NOSING ATTACHED TO DUCT BY RNETED TO DUCT (TYP.) d• • '.d. d , .d •.• 1— 4 d '' DUCT SPEED CUD WASHER DUCT WITH 100% . • a• •• a . T • • RIVETS,SCREWS OR WELDS PRESSED DOWN OVER COVERAGE OF ADHESIVE 2, NOSING : 24 GA. UP TO 48", OVER 20 GAUGE DAMPERS — EDGES .' : , e , PIN TO LINER 48", SAME GA. AS DUCT HEMMED 1/2" AS SHOWN, HORIZONTAL CONCRETE SLAB d SEE NOTE#4 CORNER BREAK MAX. BLADE HEIGHT 12 DIMENSION SQUARE pi ( .). ROD WITH WASHER AT SECURE TO PQ�V, + + LOW DENSITY TRIM AWAY EACH END (TYP. FOR ALL RODS) DUCT PDUC REINFORCING RODS BACKING - " 6" LAPPED AND SEE NOTE#5 FASTEN TO SIDES OF DUCTS UNDER TOP BEAM C-CLAMP 16 16 COMPRESSED 48"WIDE, OVER 48"WIDE TURN LOCATED AT JOIST 6» METAL DECK WITH �� 6" CONCRETE SLAB UNDER BOTTOM FOR 2 AND FASTEN PANEL POINTS LONGITUDINAL JOINT DOWNSTREAM TRANSVERSE HIGH DENSITY ° PROVIDE BEARINGS AT ROOFING & DECK DUCT 3" 3 EDGES TO BE COATED FACING a, .a - . " WITH ADHESIVE. UPSTREAM BOTH ENDS AND • . ° GRIND ROD ROUND �' ' • •• a. ' SUPPLEMENTAL ANGLE I EDGES TO BE METAL (�')' CLAMP TO AS REQUIRED NOSE (SEE DETAIL) JOIST BEAM FLANGE DAMPER OR DAMPER ROD CUP (TYP.) SEE NOTE#4 TURNING VANE CADDY CLAMP SECTION NOTE: DAMPER REGULATOR WITH LOCKING DUCT DUCT LINER FOLD OVER HIGH DENSITY FACING TYPE INDICATOR QUADRANT ONE DUCT _\ - ON ALL LONGITUDINAL JOINTS & REGULATOR FOR EACH TWO BLADES. OPPOSED ACTION '1/8 STRAPPING URN TRAG LINKAGE ASSEMBLY. NOTES: , a., SECURE WITH MECH. FASTENERS DUCT (TYP.) WITH 11. METAL HANGER LOAD NOT T EX 5 S. FASTEN TO SIDES OF DUCTS UNDER BEND OF BOTTOM \ LONGITUDINAL JOINT DETAIL 20 GAUGE OFFSET QUADRANT NOTES: 2. FOR NON-STEEL DUCTS HANGERS TO BE ISOLATED TO PREVENT GALVANIC ACTION. MOUNTING BRACKET ON 1. USE SINGLE BLADE FOR DUCTS UP TO 12" HIGH 3. HANGERS SHALL BE SAME MATERIALS AS DUCTWORK BEING SUPPORT. 48"WIDE, OVER 48"WIDE TURN INSULATED DUCT ONLY. UNDER BOTTOM FOR 2"AND FASTEN NOSING AND LESS THAN 28" WIDE. 4. EXPANSION BOLT MINIMUM SIZE 1/4" (B.S.&A. FILE#390-58-SM OR#480-64-SM OR#481-64-SM) FOR NOTE: DUCT NOTE: LINER NOSING 2. USE MULTIPLE BLADES FOR DUCTS GREATER STONE CONCRETE ONLY. HAT SECTION INSTALLED WITH ENTERING, BUTTING & TRAILING THAN OR EQUAL TO 28" AND/OR OVER 12" 5. 118"x 1"GALVANIZED IRON HANGERS T-0" ON CENTER FOR DUCTS 4 SQ. FT.AND UNDER, 4'-0" ON NOSING TO CONCEAL LINER EDGES. EDGES OF LINER AT TRANSVERSE HIGH. CENTER FOR DUCTS OVER 4 SQ. FT. IN AREA. JOINTS TO BE COVERED BY NOSING • 3. SEE SMACNA GUIDELINES FOR ROD QUANTITIES. 6. IN CINDER CONCRETE SLABS OR IN REPUBLIC ARCH. USE APPROVE SCISSOR TYPE HANGER HOOK DETAIL AT DAMPERS-AND TRANSVERSE JOINT DETAIL DOOR DUCT (B.S.&A. FILE#A-61-63 SM). TURNING VANES FRAME ACCESS DOOR NOSING DETAIL LOW PRESSURE VOLUME DAMPER TYPICAL DUCT HANGING DETAILS ACOUSTICAL DUCT LINER DETAIL 12 3 SCALE: NTS SCALE: NTS SCALE: NTS PROVIDE DUCT MOUNTED SMOKE DETECTOR AUTOMATIC AIR VENT IN CINDER CONCRETE SLABS OR IN PROVIDE VOLUME DAMPER IN MAIN DUCT FOR UNIT OVER 2000 CFM. SMOKE DETECTOR WITH GATE VALVE REPUBLIC ARCH CONCRETE BEAMS. WHEN THERE ARE NO FUTURE BRANCH TO BE PROVIDED AND WIRED BY ELECTRICAL CONCRETE FLOOR SLAB CONCRETE SLAB USE APPROVED EXPANSION BOLTS TAKE-OFFS (TYPICAL). CONTRACTOR AND INSTALLED BY MECHANICAL OR SCISSOR TYPE HANGER HOOK. evisions � a 4 e• •d' •d d �'• •—'-� I — ti DISCHARGE DUCTWORK WITH — — — ACOUSTICAL LINING m-,. _.._.._..__. .._�� -r..r._.___._. -.__ �,� '_CWS 1/8' x 1" GALVANIZED ti STEEL HANGERS — — — MAIN SUPPLY DUCT MAIN RETURN DUCT <�=I CWR I I I FLEXIBLE CONNECTION I I — — — CONDENSATE DRAIN BALLVALVE eal & si L L I I 45° L - W, 4" MINIMUM 45° HUNG CEILING APPROVED EXPANSION BOLTS SECURE TO REINFORCING RODS �P - W #, rF SOLENOID VALVE (TYP.) BSA #461-635M *y�Q yt9 � CINCH COLLAR LOCK BRANCH DUCTWORK 2 WAY CONTROL VALVE 3/4" DIA. MINIMUM HANGER • (TYPICAL). MODULATING - RODS WITH HEX NUTS AND r U VIBRATION ISOLATORS �`�' �`�� COMBINATION BALANCING LOCK WASHER (TYP.) VALVE AND FLOW METER " 5t�� STRAINER WITH ELBOW ,�; �< I (4) THREADED 3/4 HANGER W W DOWN VALVE �;. STATION RODS (TYP.) — — SPRING NEOPRENE TYPICAL THERMOMETER ey plan VOLUME DAMPER, SEE VOLUME — VERTICAL , , � l ISOLATOR .`` � DAMPER DETAIL A/C UNIT PRESSURE GAUGE WITH 6" HIGH ANGLE IRON GATE VALVE �I MOTOR a FLOOR STAND tti 1" CONDENSATE DRAIN NOTES: UQUITECT FAN k?` ��=�� s" DRAIN VALVE WITH 1. SEE PLANS FOR DUCT SIZES. !I' CAPPED CONNECTION ! DUCTWORK \"—FLEXIBLE CONNECTION AUXILIARY DRAIN PAN 6" UP AROUND ENTIRE UNIT (aL� � �' Bent BALL VALVE (TYP.) Dana Ben Ari & Nikola Duravicevic TYPICAL RECTANGULAR SUPPLY AND RETURN DUCTWORK CHECK VALVE 282 Washington Avenue rooklyn BRANCH DUCT CONNECTIONSSCALE: NTS TYPICAL A/C UNIT PIPING DETAIL c INLINE FAN HANGING SUPPORT DETAIL Y11205 SCALE: NTS 4 CJ CONDENSATE PUMP V SCALE: NTS rch itects — — HD-024 Shenton Architects LLP 95 Plymouth Street Brooklyn THREADED ROD SUPPORT SUPPLEMENTARY STEEL ANGLE OR CHANNEL PRECHARGED PERMANENTLY NY 11201 SEALED AIR CUSHION SUPPORT WELDED TO BEAM FLANGE. ALL SECURED TO STRUCTURE SEo-1L DAMAGED FIREPROOFING TO BE REPLACED SO FISH PLATTE LAY-ON IN AN APPROVED MANNER AIR PRE-CHARGING 38 Jay Street, #501 AS NOT TO COMPROMISE BUILDING FIRE RATING. TOP OF SLAB 3/8" COPPER TUBING VALVE Brooklyn SIZE OF STEEL TO SUIT EQUIPMENT WEIGHT. DOWN TO FL. DRAIN AUTOMATICS Y 11201 AIR GAP ,/ — AUTOMATIC AIR ELIMINATOR: / / , tructural eengineer A v . ' / / / / // CHANNEL STEEL SUPPORTS ilman Associates e d a • AMTROL 720 APCO-200A -a.! DUCT BRANCH,ACOUSTICALY a e .�a � ,/ WATER, // ��`��BACKFLOW PREVENTOR Old loth Floor LINED OR WRAPED AS v' 1" MIN OR PER MFR. - - ! ,/ / , / LAWLER MODEL RZ OR EQUAL Y 10005 I . (SEE DETAIL) REQUIRED BY SPECIFICATIONS STANDARD CONNECTION — — — ' � B OWOFFALVE mep engineer HORIZONTAL STRAINER WITH B. S. A. #469-74-SM BY—PASS GLOBE WATER METER (IF REQ'D) 2LS Consulting Engineers WELD THREADED ROD EXPANSION BOLT Is "�!'I I I FOR QUICK FILL 50 W. 30th Street r' E I New York, NY 10001 ROUND DUCT BRANCH WRAP THREADED ROD SIZE TO FISH PLATE ALL .� �; I ( � �`'o"I DETERMINED BY SUPPORTED AROUND a" WITH 1"THICK FOIL SCRIM --*—VOLUME DAMPER KRAFT INSULATION WEIGHT. (SEE SPECS FOR SPACING) TANGENTIAL 31/2"x 3112"x 1/4" d STEEL ANGLE WELDED ENTRY I I r ,'?�' ivil engineer VIBRATION ISOLATION TO BEAM FLANGE B Bennett (SEE SPECIFICATIONS) AIR SEPARATOR —l— •,, ,�-h, LIFTING LOG 20 Inkberry Street 1" NPT REMOTE AIR ast Hampton UTILIZE STAINLESS STEEL WORM 31/2"x 3 1/2"x 1/4" NOTES: is,; I CONNECTOR OR PLUGGED Y 11937 TO PUMP SUCTION DRIVEN CLAMPS AND UL STEEL ANGLE WELDED TO 1. SHOP DRAWINGS SHALL BE SUBMITTED // / /� 11" NPT CHARGING VALVE surveyor APPROVED MASTIC SEALANT INSULATED FLEXIBLE DUCTWORK HEAVY DENSITY 21/2"x 21/2"x 1/4" / y y NO ELBOWS GREATER THAN 300 SHOWING HANGER LAYOUTS AND LOADS � ,/ / i athan Corwin Land Surveyor PROMOLDED PIPE OF EACH HANGER. CALCULATIONS FOR - - \"%--150# FLANGE 4 & ABOVE WATER ASME PRECHARGING 586 Main Rd. FOR ATTACHING FLEXIBLE DUCT FROM THE VERTICAL PERMITTED INSULATION STEEL ANGLE FLANGE HEAVY LOADS (100 LBS OR GREATER) OR " SCRWED 3" & BELOW j/ / ,'I COMPRESSION TANK amesport TO SHEETMETAL DUCT. (3 FT MAXIMUM RUN) 6 BASE Y 11947 ANY VARIATION IN HANGERS SHALL HAVE (TYPICAL) / / �f • • o THE SUBMITTED DRAWINGS AND REQUIREMENT ` v CALCULATIONS SIGNED BY LISCENSED BLOW DOWN TO FLOOR i roject title AIR NITROGEN CUSHION PROFESSIONAL ENGINEER. SEE MFR. REQUIREMENT DRAIN SIZE PER MFR. VERTICAL East Marion House 2. FISHPLATE DETAIL MAX. LOAD 300 LBS. FOR WHERE STRAINER ALTERNATE Rocky Point Road, East Marion, NY HUNG CEILING PIPE WELD STEEL ANGLE 3. STEEL TO STEEL ANGEL DETAIL MAX. REQUIRED BRACKET TO THE WEB 'r�TO FLOOR r" DRAIN rowing title SADDLE----'-"" ADDLE OF THE I-BEAM AND LOAD 400 LBS. " 4" CONCRETE PAD FIREPROOF 4. ANCHOR BOLT MAX. LOAD 60 LBS. STD, TAPPING ��•••��•�•�•••� MECHANICAL BORDER STYLE TO MATCH .a DETAILS SHEET 1 OF 2 CEILING TYPE ' ,a • ' •, •• • +' 5. BEAM CLAMP DETAIL MAX. LOAD 300 LBS. COMPRESSION TANK W/AI R 6. PROVIDE UNIT PRICE FOR EACH SEPRARATOR PRECHARG E tatus project no. N TYPICAL PIPE DIFFERENT PIPE SUPPORT DETAIL. 9 cale drawn by v ERMIT — _ E009-01-001 � FASTEN EAM 4NG MFIREOPROOFING SCALE: NTS DIAPHRAGM TY P E N.T.S. — — BY TYPICALDIFFUSER CONNECTION WITH FLEXIBLE DUCTWORK R HANGING DETAILS BEA FLANGE.BE FIREPROOFING ate page 7 SCALE: NTS SCALE: NTS INSTALLATION OF CLAMP (AMTROL OR APPROVE EQUAL) drawing no. 2.05.2016 12 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED ON THE APPUCA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVEDM =401 OR IN ACCORDANCE WITH APPUCABLE CODES. 100 4.11 dimensions to be checked n site. Do not scale. WATER STOP AND NIPPLE ANCHOR COLLAR WALL DRAIN CONNECTION (W) TEE FPT MINIMUM CLEANOUT PLUG 1 BALL VALVE 1-r,F� -VIBRATION ISOLATION MASON DRAIN PAN UNION i BYPASS UNE I 1 "DN HS". SEE SPECS. LINK—SEAL TYPE i+ 3 � � N WALL SLEEVE MODEL—WS ,I I POURED IN PLACE PITCH X = MINIMUM DROP — i SECURE TO BUILDING BEAM OR ''` ! ?! MISCELLANEOUS STEEL CHANNEL MOTOR WELDED TO BEAM 5" MINIMUM OR X/2 + 1" = LEG DISCHARGE MUST BE BELOW `5 (WHICHEVER IS GREATER) LEVEL OF DRAIN PAN PRESSURE ' { GAUGE � 'I All, I RETURN BEND X = NEGATIVE INTERNAL STATIC PRESSURE AT PAN INLET. I BALL VALVE ECCENTRIC REDUCER PLUG VALVE DRAW — THRU UNIT LINK—SEAL TYPE STRAINER W/BLOW—OFF UNION CHECK VALVE WALL PENETRATION VALVE SEAL MODEL — LS NOTES: 1. ALLOW SUFFICIENT SPACE BELOW DRAIN PAN FOR TRAPS. 2. PITCH DRAIN FOR PROPER RUN—OFF. 3. MANUALLY PRIME FILL TRAP BEFORE START UP TO FORM LINK—SEAL PIPE THRU WALL PENETRATION ASSEMBLY DETAIL INITIAL DRAIN SEAL. 4. SUPPORT LENGTHY DRAIN LINES TO PREVENT SAG AND CONDENSATE OVERFLOW. PIPE FOUNDATION SLEEVE DRAIN PAN WATER SEAL PIPING DETAIL IN-LINE PUMP DETAIL 1O SCALE: NTS 11 SCALE: NTS 12 SCALE: NTS X=12" FOR FLOOR MOUNTED UNITS X=3" FOR CEILING MOUNTED UNITS STRAINER W/BLOW LIQUID DETECTOR WIRED TO O � X PRESSURE GAUGE W DOWN VALVE / BALL VALVE (TYPICAL). SHUT DOWN AC UNIT. �— — — — — - ' — — — — AUXILIARY DRAIN PAN. -evisions AUTOMATIC — — — THERMOMETER (TYPICAL) AIR VENT DRY-COOLER AQUASTAT AIR PURGER A RELIEF VENT 30 PSI — — - - X AC UNIT GWS r-- — �J VERTICAL EDGES TO BE I 16 GAUGE GALVANIZEDeal & sig BALL VALVE (TYPICAL) °�" 1 1/2" HIGH WITH A 1/2" STEEL WITH ALL SEAMS +Df�tEIK, L — HEM TURNED DOWN THE � — — — — _ _ AND CORNERS WELDED �.� uri t''r� CHECK VALVE OUTSIDE OF THE PAN ' — — ,J FOR WATERTIGHTNESS. ,�'��` . YN S" MAKEUP WATERAND CORNERS TO BE W/BALL VALVE FOLDED X SIMPLEX PUMP PACKAGE DRAIN BALL VALVE Z 085 CLOSED EXPANSION TANK BY AMTROL MODEL �� GWR�� DC-20-324 1. THIS DETAIL APPLIES TO— ey plan —FLOOR MOUNTED OR CEILING HUNG AC UNITS WITH INTEGRAL CONDENSATE DISCHARGE PUMPS. —FLOOR MOUNTED OR CEILING HUNG AC UNITS WITH GRAVITY FLOW CONDENSATE DRAIN PIPING. 2. FOR CEILING INSTALLATIONS, SUPPORT AC UNIT AND DRAIN PAN INDEPENDENTLY FROM STRUCTURE OVERHEAD. 3. PITCH DRAIN PAN TO LIQUID DETECTOR. PROVIDE 3/4" DRAIN AT LOW POINT. DRY-COOLER SCHEMATIC PIPING DETAIL 4. PROVIDE AUXILIARY CONTACT OR LIQUID DETECTOR FOR 13 SCALE: NTS INTERFACE WITH THE BUILDING MANAGEMENT SYSTEM WHEN SPECIFIED. Bent Dana Ben Ari & Nikola Duravicevic 82 Washington Avenue TYPICAL DETAIL OF AUXILIARY DRAIN PAN FOR AC UNITS 3rooklyn 14 SCALE: NTS Y 11205 rchitects Shenton Architects LLP 95 Plymouth Street Brooklyn Y 11201 O- IL 8 Jay Street, #501 rooklyn Y 11201 structural engineer ilman Associates 2 Old Slip, 10th Floor ew York Y 10005 mep engineer LS Consulting Engineers 50 W. 30th Street New York, NY 10001 ivil engineer B Bennett 0 Inkberry Street ast Hampton Y 11937 urveyor athan Corwin Land Surveyor 586 Main Rd. amesport Y 11947 roject title ast Marion House Rocky Point Road, East Marion, NY yawing title MECHANICAL DETAILS SHEET 2OF2 tatus project no. ERMIT _ _ E009-01-001 cale drawn by N.T.S. BY ate page 2.05.2016 13 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICATION SPECIFICA11ON SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPUCABLE CODES. Mm4021 II dimensions to be ch n site. Do not scale. (EF-4) (EF-4) g 1 (150) (100) I I I I I 1 (100) (150) (700) AC-2-1 AC-2-2 I r I (700) i I I I I I I I I I I I I I I BEDROOM 4 I I BEDROOM 3 L— BATHROOM 20J L204 ——__JFF- L201 ___—J L BATHROOM 202 J 2ND FLOOR 8 = JEL (EF-3) (EF-1) (KX-1) KITCHEN VT� -- -- ----- ---- —�— (DX-1) ----- ... EXHAUST -__ - r r 7 I -- -- -- HOOD— ®-- ----- � r � F-----] r � r � r � � r � I (150) I I I I I I I I I I I I (50) I I (50) I I I I I I I I I I I I I I I I 1 1 I I I I I I I I 1 1 (1000) I I I I I I I I I I I I I I I I I � I I I IBJ I I I I I I I I I I I I 1 1 I I I I I I I I I I I I I I (4-40) I I I I I I I I I I I I AC-1-1 _ I I I I I 140 i i 140 i I (660) 1 I 1010) 305 (350) AC 1-2 AC-1-3 AC-C-1 AC-2-1 AC-2-2 I L BATHROOM 107 J LMASTE BEDROOM) L_BEDRO M 108 J L_BEDR0 M 109 J L 11VI ROOM J LROOMR D INIING J L BATHROOM 110 J L— WC ROOM—J L—FOYER 101 —J L— __J L __J 106 — —— —— KIT EN SUN ROOM 1ST FLOOR rv- f .. �� a' r .. Yom..,. ..___ ., _• .» ..,..'- �._. ._. = it`- - .. ".. s (250) ± -i I I (200) O (95) I I (345) I I (555) I 1 50 1 I I I I I I 1 I I AC-1-1 AC-1-2 AC-1-3 AC-C-1 1 I ( I I I I I - I I I I I I I I I I I L————_–———————_—___ ICAL I L_ LAUNDRY 002 J L—MEDIA BOOM 005 J L_ PLAYROOM 008 J L BATHROOM 006 J ROOM 003 CELLAR_ eVISIOnS AIR RISER DIAGRAM - - - eat & signatu LA 14 Cid 4 � ' ey plan DIFFERENTIAL PRESSURE SENSOR tient Dana Ben Ari & Nikola Duravicevi P 82 Washington Avenue Brooklyn Y 11205 rchitects El: [:Y*-- I Shenton Architects LLP 95 Plymouth Street Brooklyn M-16 M-15 M-14 M-13 Y 11201 O- IL 2ND FLOOR 38 Jay Street, #501 Brooklyn Y 11201 tructural engineer ilman Associates 2 Old Slip, 10th Floor New York Y 10005 mep engineer LS Consulting Engineers 50 W. 30th Street New York, NY 10001 M-4 M-5 M-6 M-7 M-8 M-9 M-10 M-11 M-12 1ST FLOOR ivil engineer LEI B Bennett 2"HWS&R P-2 04 20 Inkberry Street ast Hampton Y 11937 M-1 M-2 M-3 — surveyor DIFFERENTIAL c MAKE-UP AS-1 P-1 Nathan Corwin Land Surveyor PRESSURE COLD WATER EX-1 B-1 1586 Main Rd. –� VALVE Jamesport -- CELLAR Y 11947 roject title ast Marion Hoy Rocky Point Road, East Marion, WATER RISER DIAGRAM drawing title MECHANICAL RISER DIAGRAM tatus project ERMIT _ _ E009-01 cale drawn E N.T.S. _ _ BY_ ate page 2.05,2016 14 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVEDM =501 I OR IN ACCORDANCE WITH APPLICABLE CODES. ■ II dimensions to be checked n site. Do not scale. FAN SCHEDULE AIR SEPARATOR MANUFACTURER "BELL & GOSSET" EXT. FAN FAN STATIC WHEEL ELECT. DIMENSIONS WEIGHT MANUFACTURER/ HEIGHT CAPAC. WORK OPERATING CONNECT. MODEL TAG LOCATION SERVICE CFM PRESS. DIA. DRIVE OTOR BHP RPM Vlf1JlHz (LxDxH) (LBS) MODEL COMMENTS UNIT NO. SERVICE (LOCATION DIAM. (IN) GPM PRESS. REMARKS TYPE TYPE HP/W (IN) (GAL) WEIGHT (IN) NO. (IN.W.G.) (IN) (PSIG) TX-1 GROUND CELLAR 100 IN-LINE 0.5 - DIRECT 1/4 .06 1725 115/1/60 - 58 GREENHECK - FLOOR SQ-97-VG HOT CELLAR OAF-1 CELLAR MER 250 IN-LINE 0.5 - DIRECT 1/6 .06 1725 115/1/60 - 59 GREENHECK - AS-1 WATER LEVEL - 40 - - - - - - SQ-80-VG EF-1 GROUND RESTROOM 100 IN-LINE 0.5 - DIRECT 1/4 .06 1725 115/1/60 - 58 GREENHECK - FLOOR SQ-97-VG EF-2 GROUND RESTROOM 150 IN-LINE 0.3 - DIRECT 1/6 .03 1725 115/1/60 - 44 GREENHECK - CONDENSATE PUMP SCHEDULE FLOOR SQ-70-VG EF-3 GROUND RESTROOM 150 IN-LINE 0.3 - DIRECT 1/6 .06 1725 115/1/60 - 44 GREENHECK - MOTOR FLOOR SQ-70-VG TOTAL ELECTRICAL BASIS SECOND TAG TYPE LOCATION SERVICE GPH LIFT WATTS RUN AMPS VFD REMARKS OF EF-4 RESTROOM 150 IN-LINE 0.3 - DIRECT 1/6 .06 1725 115/1/60 - 44 - SERVICE FLOOR GREENHECK NO FT HP DESIGN SO-70-VG SECOND RESTROOM 150 IN-LINE 0.3 - DIRECT 1/6 -115/1/60 44 GREENHECK _ CP-1 CONDENSATE PUMP SECOND FLOOR AC-2-1 309 12 - - 6.0 NO 115/1/60 HARTELL A3 EF-5 FLOOR 06 1725 SQ-70-VG CP-2 CONDENSATE PUMP SECOND FLOOR AC-2-2 1309 1 12 - - 6.0 NO 115/1/60 HARTELL A3 KX-1 GROUND KITCHEN 1000 IN-LINE 0.75 - DIRECT 3/4 5 2200 115/1/60 - 64 GREENHECK - FLOOR SQ-99-VG DX-1 GROUND DRYER 200 IN-LINE 0.5 - DIRECT 1/6 .05 1725 115/1/60 - 59 GREENHECK - EXPANSION TANK MANUFACTURER "BELL & GOSSET" FLOOR SQ-80-VG RF-1-1A CELLAR AC-1-1 900 IN-LINE 0.3 - DIRECT 1/4 .1 1725 115/1/60 - 45 GREENHECK " SQ-100-VG HEIGHT CAPAC. WORK OPERATING CONNECT. MODEL RF-1-16 CELLAR AC-1-1 400 IN-LINE 0.3 - DIRECT 1/6 .05 1725 115/1/60 - 47 GREENHECK - UNIT NO. SERVICE LOCATION (IN) DIAM. (IN) GPM (GAL) PRESS. WEIGHT (IN) NO REMARKS SQ-90-VG (PSIG) RF-1-2 CELLAR AC-1-2 1100 IN-LINE 0.3 - DIRECT 1/2 1 850 115/1/60 - 132 GREENHECK - SQ-160HP-VG RF-1-3A FLOOR FIRST AC-1-3 700 IN-LINE 0.3 - DIRECT 1/4 .07 1100 115/1/60 - 81 GREENHECK - ET-1 WATER LEVEL HOT R - 40 - - - - - SQ-140HP-VG FIRST AC-1-3 700 IN-LINE 0.3 - DIRECT 1/4 115/1/60 - 81 GREENHECK " RF-1-36 FLOOR .07 1100 SQ-140HP-VG NOTES: PIPING MATERIAL 1. CONTRACTOR TO PROVIDE COMBINATION STARTER/DISCONNECT SWITCH AS REQUIRED. SCHEDULE PIPING FITTING 2. TX-1 FAN TO BE CONTROLLED BY THE LOCAL LIGHT SWITCH FOR THE RESTROOM. 3. OAF-1 FAN TO OPERATE WHEN THE AIR CONDITIONING UNIT AC-1 IS IN OPERATION. SCHEDULE SERVICE SIZE MATERIAL WEIGHT STANDARD JOINT TYPE TYPE ASTM BRAZE OR FITTING FITTING COLD CONDENSATE 2"'& HARD 'L' A88 SILVER PIPE MATERIAL PIPE SIZE JOINT TYPE MATERIAL CLASS DRAINS, BELOW COPPER SOLDER RADIANT FLOOR MANIFOLD SCHEDULE MISCELLANEOUS SOLDER 95-5 DRAINS AND SCHEDULE ASTM A53 WELDED TINANTIMONY OVERFLOWS 40 2 1/2"& ALVANIZE SEAMLESS ASTM B32 GR 95 MANIFOLD/ZONE DATA BASIS OF DESIGN ABOVE STEEL GRADE B TA WROUGHT 300 PSIG AT COPPER OR 100°F, 150 UNIT NO. SERVICE AREA SERVED UMBER OF TUBE TUBE TUBE REFRIGERANT FLOW HEAD REMARKS (AIR BRAZE SILVER SOLDER CAST COPPER PSIG AT 250°F ZONE CONTROL RATE LOSS MANUFACTURER VENDOR TYPE ACR OR ASTM B32 GR 95 LOOPS (GPM) (FT) TYPE SIZE SPACING COOLED AND ALL HARD EFRIGERAN ASTM 8280 OR TS COMMERCIAL COPPER ASTM B-88 SOLDER COPPER TUBING 4"& REFRIGERATION) OR TYPE'L' HARD DRAWN SMALLER M-1 RADIANT FLOOR ZONE 1 MEDIA ROOM ZONE VALVE 2 1.1 1.1 hePEX 3/4" 12" UPONOR WALES DARBY - BLACK SCHEDULE ASTM A53 OR SOCKET BATHROOM/ 450 PSIG AT M-2 RADIANT FLOOR ZONE 2 ZONE VALVE 1 0.3 0.3 hePEX 3/4" 12" UPONOR WALES DARBY - 2",& STEEL 40 A106 WELD KITCHEN BRAZING WROUGHT 100°F TO BELOW SEAMLESS COPPER 200°F, 150 M-3 RADIANT FLOOR ZONE 3 FAMILY ROOM ZONE VALVE 3 2.3 2.7 hePEX 3/4" 12" UPONOR WALES DARBY - REFRIGERANT GRADE B PSIG AT 250°F M-4 RADIANT FLOOR ZONE 4 MASTER BEDROOMVENT 2 1/2"& BLACK SCHEDULE ZONE VALVE 2 1.5 2.7 hePEX 3/4" 12" UPONOR WALES DARBY - ASTM A53 OR WELDED ABOVE STEEL 40 A106 M-5 RADIANT FLOOR ZONE 5 MASTER ZONE VALVE 1 0.4 0.4 hePEX 3/4" 12" UPONOR WALES DARBY - SEAMLESS COPPER TUBING SOLDER 15-5-80 BATHROOM GRADE B HARD DRAWN SILVER REFRIGERANT 4 & PHOSPHOROUS WROUGHT STANDARD M-6 RADIANT FLOOR ZONE 6 BEDROOM 1 ZONE VALVE 1 0.5 0.8 hePEX 3/4" 12" UPONOR WALES DARBY - SMALLER COPPER ALL HARD TYPE ASTM BRAZE OR SYSTEMS TYPE COPPER AWS A5.8 evisions _ M-7 RADIANT FLOOR ZONE 7 BEDROOM 2 ZONE VALVE 1 0.5 0.8 hePEX 3/4" 12" UPONOR WALES DARBY - AUTOMATIC AIR VENT COPPER 'K' B88 SILVER ACR OR BRAZINGSOLDER M-8 RADIANT FLOOR ZONE 8 BATHROOM 2 ZONE VALVE 1 0.4 0.4 hePEX 3/4" 12" UPONOR WALES DARBY - NOTES: NOTES: M-9 RADIANT FLOOR ZONE 9 LIBRARY/DINING ZONE VALVE 5 5.0 4.0 hePEX 3/4" 12" UPONOR WALES DARBY - 1. REFER TO SPECIFICATIONS FOR MORE INFORMATION. 1. REFER TO SPECIFICATIONS FOR MORE INFORMATION. - M-10 RADIANT FLOOR ZONE 10 LIVING ROOM ZONE VALVE 5 5.0 4.0 hePEX 3/4" 12" UPONOR WALES DARBY - M-11 RADIANT FLOOR ZONE 11 KITCHEN ZONE VALVE 3 2.4 2.1 hePEX 3/4" 12" UPONOR WALES DARBY - ELECTRIC HUMIDIFIER SCHEDULE M-12 RADIANT FLOOR ZONE 12 SUN ROOM ZONE VALVE 2 1.6 2.4 hePEX 3/4" 12" UPONOR WALES DARBY - WINTER AIR DATA DIMENSIONAL DATA ELECTRICAL DATA ELECTRICAL DATA EAT LAT DUCT STEAM SHIPPINGeal & si B TAG SERVICE CFM DB/W13 DB/ SIZE RATE LXVVXH WEIGH OPERATING MCA MOP ELECT. MANUFACTURE MODEL NO. REMARKS M-13 RADIANT FLOOR ZONE 13 BATHROOM 3 ZONE VALVE 1 0.7 1.3 hePEX 3/4" 12" UPONOR WALES DARBY - (LB/HR) (IN.) EIGHT(LB] (AMPS) (AMPS) V/O/Hz '( M-14 RADIANT FLOOR ZONE 14 BATHROOM 4 ZONE VALVE 1 0.7 1.3 hePEX 3/4" 12" UPONOR WALES DARBY - H-1 AC-1-1 1,300 - - SEE PLANS 14.0 - - - 24 30 208/1/60 ARMSTRONG EHU-701 CM 24 M-15 RADIANT FLOOR ZONE 15 BATHROOM 3 ZONE VALVE 1 0.5 0.9 hePEX 3/4" 12" UPONOR WALES DARBY - H-2 AC-1-2 2,100 - - SEE PLANS 24.0 - - - 40 50 208/1/60 ARMSTRONG EHU-701 CM 40 Z� 2 M-16 RADIANT FLOOR ZONE 16 BATHROOM 4 ZONE VALVE 1 0.7 1.9 hePEX 3/4" 12" UPONOR WALES DARBY - H-3 AC-1-3 1,800 - - SEE PLANS 19.0 - - - 32 40 208/1/60 ARMSTRONG EHU-701 CM 32 NOTES: 1. PROVIDE CONTROL TRANSFORMER. 2. PROVIDE DUC-MOUNTED HUMIDITY SENSOR. <ey plan 3. UNIT TO BE CONTROLLED TO MAINTAIN LEAVING AIR RELATIVE HUMIDITY OF 50% RH(ADJ.) 4. PROVIDE HIGH LIMIT HUMIDITY ALARM. 5. PROVIDE AIRFLOW SWITCH--FLOW SWITCH TO PROVIDE ON BEFORE HUMIDIFIER CAN BE ENABLED. AC UNIT SCHEDULE GRILLE, REGISTER AND DIFFUSER SCHEDULE COOLING CAPACITY ELECTRICAL DATA UNIT AREA TOTAL EXT. MANUFACTURER& NO. SERVED LOCATION TYPE CFM SP EAT EAT TOTAL SENSIBLE LAT LAT VOLT/PH/HZ FLA MCA MODEL NUMBER EER @AHRI COMMENTS DESIGNATION TYPE REMARKS BASIS OF DESIGN IN.W.C. DB(°F) V1B ff) MBH MBH DB(°F) WB(°F) TITUS AC-C-1 CELLAR CELLAR VERTICAL 1200 80 67 35.6 26.6 59.2 57.3 208/1/60 2.8 4.0 TRANE 12.5 FD-1 SUPPLY FLOOR GRILLE J''THICK BARS, 0° DEFLECTION,J'SPACING,3"DUCT WIDTH, BORDER C1 MODEL CT-481 GAM5AOB3OM21SA LD-1 LINEAR SLOT DIFFUSER FLOWBAR, 1-1/2"WIDE SLOW,2 SLOT, BORDER 11 MODEL FL-15 AC-1-1 BEDROOM CELLAR VERTICAL 1200 TRANE SG-1 SUPPLY GRILLE 0.75" BLADE SPACING, 35° DEFLECTION MODEL 30ORL - 80 67 35.6 26.6 59.2 57.3 208/1/60 2.8 4.0 GAM5A0630M21SA 12.5 EG-1/RG-1 EXHAUST/RETURN GRILLE 0.75" BLADE SPACING, 35° DEFLECTION MODEL 350RL tient AC-1-2 BEDROOM CELLAR VERTICAL 2000 80 67 57.6 44.8 58.9 57.6 208/1/60 5.5 7.0 TRANE 11.7 NOTES: TAM7BOC6OH51SA 1. COORDINATE WITH ARCHITECT FOR FINAL COLOR. Dana Ben Ari & Nikola Duravicevic KITCHEN( TRANE 2. DIFFUSERS TO BE SUITABLE FOR TYPE OF CEILING. 82 Washington Avenue AC-1-3 SUNROOM CELLAR VERTICAL 1600 - 80 67 48.1 37.0 58.3 57.2 208/1!60 6.0 8.0 GAM5AOC48M41SA 12.0 Brooklyn 3. NECK SIZES AND AIRFLOW ARE INDICATED ON DRAWINGS. Y 11205 AC-2-1 600 18.3 13.4 59.0 57.0 208/1/60 2.0 3.0 TRANE 12.2 BEDROOM 2ND FLOOR VERTICAL 80 67 GAF2A0A18S11SA - rchitects AC-2-2 600 18.3 13.4 59.0 57.0 208/1/60 2.0 3.0 TRANE 12.2 Shenton Architects LLP BEDROOM 2ND FLOOR VERTICAL 80 67 GAF2AOA18S11SA NOTES: 95 Plymouth Street 1. AC Brooklyn UNITS SHALL BE PROVIDED WITH EXTENTED RANGE/LOW TEMPERATURE PACKAGE. Y 11201 2. AC UNITS SHALL BE PROVIDED WITH CONDENSATE PUMPS. 3. AC UNITS SHALL BE PROVIDED WITH DISCONNECT SWITCH. O- IL 8 Jay Street, #501 rooklyn PUMP SCHEDULE SPLIT AIR CONDITIONING SCHEDULE - CONDENSER SECTION Y11201 FLUID DATA PUMP DATA MOTOR DIMENSIONAL DATA BASIS OF DESIGN OUTDOOR UNIT POWER SUPPLY tructural engineer DRIVE TAG (SEE NOTES) FAN WEIGHT ilman Associates UNIT NO. SERVICE LOCATION OPERATING EER COP MANUFACTURER MODEL# MEA# TEMP TDH NPSH TYPE LXVVxH WEIGHT REMARKS NO STARTER EMERGENCY (HP/AMPS) (LBS) 2 Old Slip, 10th Floor (°F) FLUID GPM (FT) PRESSURE TYPE BHP RPM REQ. (FT.) TYPE HP RPM V/PH/HZ (IN) (LB) MANUFACTURER MODEL NO. SERVICE MCA OCP BY POWER New York (PSI) ACCU-C-1 208/3 22.0 - Y 10005 MFR NO - - 0.125/0.64 156.0 TRANE 4TTR4036 - 14 P-1 HOT WATER BASEMENT 180 WATER 40 20 150 INLINE 0.42 1750 - ODP 0.5 1750 115/1 /60 DIRECT _ _ BELL& 608 2,3 GOSSETT ACCU-1-1 208/3 22.0 - MFR NO - - 0.125/0.64 156.0 TRANE 4TTR4036 - mep engineer LS Consulting Engineers P-2 RADIANT FLOORS BASEMENT 180 WATER 20 25 150 INLINE - 3450 - ODP 0.33 3450 1115/11 /60 DIRECT - - TACO 2445 1,2 ACCU-1-2 208/3 31.0 - MFR NO - - 0.2/0.95 211.0 TRANE 4TTR4060 _ 50 W. 30th Street New York, NY 10001 NOTES: ACCU-1-3 208/3 24.0 - MFR NO - - 0.2/0.95 189.0 TRANE 4TTR4048 - 1. PROVIDE DISCONNECT AND PUMP-MOUNTED VFD. 2. PROVIDE DOWNSTREAM DIFFERENTIAL PRESSURE TRANSMITTER. PUMP TO BE CONTROLLED TO MAINTAIN DOWNSTREAM DIFFERENTIAL PRESSURE OF 4 PSIG(ADJ.). ACCU-2-1 208/3 9.0 - MFR NO - - 0.2/0.95 133.0 TRANE 4TTR4018 - 3. PROVIDE DISCONNECT AND STARTER. ACCU-2-2 208/3 9.0 - MFR NO - - 0.06/0.60 133.0 TRANE 4TTR4018 _ ivil engineer HOT WATER BOILER SCHEDULE (NATURAL GAS) DBBennett 0 Inkberry Street HEATING MAX WATER DATA FUEL DATA ELECTRICAL DATA DIMENSIONAL DATA BASIS OF DESIGN NOTES: East Hampton UNIT NO. LOCATION TYPE URFACE(SQ MIN. INLET MAX. INLET 1. MCA=CIRCUIT AMPS(FOR WIRE SIZING): OCP MAXIMUM OVERCURRENT INPUT OUTPUT EFFICIENCY OPERATING Y 11937 = (MBH) (MBH) (%) FT) PRESSURE EWT(°F) LWT(°F) GPM PRESSURE FUEL TYPE PRESSURE PRESSURE V/PH/HZ LXWXH(IN.) OPERATING MANUFACTURER MODEL NO. REMARKS PROTECTION AMPS. BASED ON ACTUAL UNIT,ACCESSORY AND COIL LOSSES - (PSI) DROP(FT.) (IN H2O) (IN H2O) WEIGHT(LB.) AND SPECIFIED FINAL FILTER APD. surveyor 2. UNIT TO COME WITH HOT GAS BYPASS AND QUENCH VALVE athan Corwin Land Surveyor B-1 BASEMENT PROPANE 399 371 93.9 36.70 80 160 180 37.9 - PROPANE 10 14 120/1 /60 23.7"Wx 27.1"Dx 44.5"H - VIESMANN B2HA 112 _ 3. UNIT TO HAVE FLOODED LOW AMBIENT CONTROL 586 Main Rd. 4. UNIT TO HAVE PAINTED CABINET amesport NOTES: 5. UNIT TO COME WITH OIL SEPARATOR Y 11947 6. CONDENSING UNIT TO COME WITH OUTDOOR MOD KIT 1. PROVIDE DISCONNECT. 2. PROVIDE MANUFACTURER'S CONTROLLER WITH BACnet INTERFACE. roject title 3. PROVIDE TYPE IV(AL29C)FLUE VENT KIT UP TO ROOF WITHIN EXISTING CHIMNEY,AND PVC INTAKE PIPE TO OUTDOORS. 4. PROVIDE RELIEF VALVE VENT TO OUTDOORS. Ca St Marion HOuSe 5. PROVIDE CONDENSATE NEUTRALIZATION TANK. ocky Point Road, East Marion, NY - ELECTRIC DUCT HEATER SCHEDULE rowing title MECHANICAL DESIGNATION LOCATION SERVICE DUCT CFM KW OF ELECTRICAL MANUFACTURER/ COMMENTS SCHEDULES SIZE STAGES V/0/Hz MODEL PROVIDE ADJ. tatus project no. EDH-1 CELLAR FRESH AIR 12X6 250 5.0 1 208/1/60 INDECCO THERMOSTAT ERMIT Eroject no. N -001 ELECTRIC DUCT HEATER SCHEDULE(TYPICAL FOR EACH HEATER): Cale drawn by N.T.S. BY 1. PROVIDE FACTORY SUPPLIED DOOR INTERLOCK DISCONNECT SWITCH, PRESSURE DIFFERENTIAL AIR FLOW SVVITCH, MERCURY TYPE ate page CONTRACTOR, DUCT SENSORS AND ANY REQUIRED CONTROL CONTACTS AND TRANSFORMERS. 02.05.2016 14 of 14 2. REFER TO EQUIPMENT SPECIFICATIONS FOR ADDITIONAL INFORMATION. THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVEDM =60100 OR IN ACCORDANCE WITH APPLICABLE CODES. ■ All dimensions to be checked on site. Do not scale. LP-2 120/240V 10, 3W+G 100A MLO i SECOND SITE MOUNTED STANDBY GENERATOR: GARAGE PROPANE, 120/240V, 10, 3W+G, 20kW IN WEATHERPROOF ENCLOSURE. LP-1 LP-G 120/240V 10, 3W+G 120/240V G 10, 3W+G 200A MLO 100A MCB GROUND FIRST !� I TO BASEMENT A/C UNITS INCOMING AND HUMIDIFIERS ELECTRIC SERVICE O PP-B LP-13 ATS EP-13 120/240V 120/240V 120/240V I 10, 3W+G 10, 3W+G 10, 3W+G 600A MLO 200A MLO 100A 100A MCB BASEMENT revisions — — — ELECTRICAL DISTRIBUTION SCHEMATIC: — — — — — — — 1. PANEL PP-B SHALL SERVE THE FOLLOWING: — — — — — — — — — — • ALL OTHER PANELS,AS INDICATED ON THE RISER DIAGRAM. • FOUR (4)A/C UNITS AND THREE (3) HUMIDIFIERS LOCATED IN THE BASEMENT. • PROVIDE FUTURE PROVISIONS FOR FEED TO FUTURE GUEST HOUSE/POOL. — — — — — — — — — — 2. THE STANDBY POWER SYSTEM (20kW GENERATOR, ATS, AND PANEL EP-B) SHALL SERVE seal & signature THE FOLLOWING: • THE WELL PUMP (COORDINATE WITH SITE/CIVIL ENGINEER) • THE DOMESTIC WATER SYSTEM (PUMP AND FILTRATION UNIT) Of • THE DOMESTIC HOT WATER SYSTEM (WATER HEATER AND RE-CIRCULATING PUMP) • THE HEATING HOT WATER SYSTEM (BOILER AND ASSOCIATED PUMPS) • BASEMENT PANTRY AND MAIN KITCHEN REFRIGERATOR/FREEZERS 3 s • STAIR LIGHTING AND MINIMAL GENERAL LIGHTING ON ALL LEVELS • MAIN KITCHEN COUNTERTOP RECEPTACLES • ONE (1) RECEPTACLE IN EACH BEDROOM, LIVING ROOM, DINING ROOM �t 3. PANEL LP-B SHALL SERVE THE FOLLOWING: �pFESS10M�`j, • BASEMENT LAUNDRY EQUIPMENT • BASEMENT MECHANICAL/PLUMBING EQUIPMENT NOT PREVIOUSLY LISTED (RETURN key plan FANS, EXHAUST FANS, ETC.) • BASEMENT GENERAL LIGHTING AND RECEPTACLES NOT CONNECTED TO THE STANDBY POWER SYSTEM 4. PANEL LP-1 SHALL SERVE THE FOLLOWING: • MAIN KITCHEN EQUIPMENT • FIRST FLOOR MECHANICAL EQUIPMENT(RETURN FANS, EXHAUST FANS, ETC.) • FIRST FLOOR GENERAL LIGHTING AND RECEPTACLES NOT CONNECTED TO THE STANDBY POWER SYSTEM 5. PANEL LP-2 SHALL SERVE THE FOLLOWING: • SECOND FLOOR MECHANICAL EQUIPMENT (A/C UNITS, CONDENSATE PUMPS, FANS, ETC.) • SECOND FLOOR AND ROOF TERRACE GENERAL LIGHTING AND RECEPTACLES NOT CONNECTED TO THE STANDBY POWER SYSTEM. client 6. PANEL LP-G SHALL SERVE THE FOLLOWING: Dana Ben Ari & Nikola Duravicevic • GARAGE LIGHTING AND RECEPTACLES 282 Washington Avenue • GARAGE DOOR MOTORS Brooklyn • MECHANICAL FLUID COOLER UNIT(FC-1), SITE MOUNTED ADJACENT TO GARAGE. NY 11205 architects Shenton Architects LLP 195 Plymouth Street Brooklyn NY 11201 SO-IL 68 Jay Street, #501 Brooklyn NY 11201 structural engineer Silman Associates 32 Old Slip, 10th Floor New York NY 10005 mep engineer 2LS Consulting Engineers 150 W. 30th Street New York, NY 10001 civil engineer DB Bennett 20 Inkberry Street East Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. Jamesport NY 11947 project title East Marion House Rocky Point Road, East Marion, NY drawing title ELECTRICAL RISER DIAGRAM N status project no. PERMIT_ _ _ —dr—awn—by— NOT E009-01-001 _ scale drawn by NOT_TO SCALE MM date — — — —page — — — 02,05,2016 X of Y THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCATION SPECIFICA11ON SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED Em501 100 OR IN ACCORDANCE WITH APPUCABLE CODES. II dimensions to be checked n site. Do not scale. - - EScf��c Softwi�re �1�r�e >t� �# . - - Section ___-_ S.ettion - - RESchelck,SoftWa e - r Velriii7 �5. - - . I - - ` - - - eirifaed i Plaid VerifPed - Fc�undaticrn_inspection=- -__ -_ Complies? -- -- CornmenisJAs:svm tions_ = -- '__=_ # Framin Renu h-In Iris action Corn l a 11 I t -. .. .. # i- - -_ -_ - I p Ie ammentsldkssumptioris- ■ ■_ :rruValue Z+apue - t - ■ . ■. Fx-Re .iD - i p_ P 9l . 9 p s, = C q - - € Re iD i., .. t q - -- - - - -cr =.i Compliance ■■ c o y /� 303= . , . R �, &. ■ _ -4. Z 1.-_.A prtatectxue tbvering is Installed to []Complies Requirement will be.reset.. 402.1,1, Donr tl-factor. ° U U- ;'Dcom lies ;See the-Fnvera a A55erblies " - . ., + i(FQ1E] -` - protectexpased-diiteriorinsulat€on ❑roes Not 462.3.4 - - UDaesNot :tahreforvafues, Fited:Metal Fra rte:Double P _ `� 1i . . Erls'r COCIE' D[}9_IE ,, and extends a minimum of 6 in,below s [FRI]' ane dd3 0.36(} 159 - ❑NatCYbsrV3bi€ Orientation:Left side 6,. ®tJat AppfiiCatie { 4 ]Nflt gbseC ad�3 grade: e Ftequirehnents:_73.0%Were addressed directly+iii the RES�heck softinrare Pp able ; Terrace South:Wood Frame,24^a.c. - 181_ 0:0 33.5 Q;tY26. 3 �io3:8 Snow-acid ice-meltin system tailtrais,®Corer ices x e tion•Requirement's o applicable. Text its the Carrsinents ASsurii titins"column A Yovided b th u r n-th• R k i - r F r a" hi � Y m p E C p .R q tr notI 402.1,1, :Glazing U-fa�tar(area-treightetf - U___,_ ' U-- ,Ocomplles ;Ser?the Envelope.AssembUes Project. East Mi3t`o,n Orientation:want e CSctsec Requirements screen, a e t _er- -,-. .- y se i - iFd3121 _:installed. CiloeSNrt 4D2.3.1, ::average). '❑Does_Not ;tabfefaryalites._ requirement,the user certlfres that code requir'errient will be riY t and hove that is documented;or:that an exception I .: ;]parable.Metal.Frarrl ;pau6le.l ane 18 0.3607 6 402.3-.3,- ; I Energy Cade:` 2(l�9 lgC C is-brain§claimed. UWhere compliance is iterntzed in a separate table,.a reference t4 that table is=provided. '.©Not Obsefvabte: :0Not'Ob"servable orientat€on:Front dD2:5' , -- 1€xedt metal Fr;3me:stn le Pane - - - --- = - -- - - -- - - -- - - -_ _- k1]iUot Applicable - ❑NatApplicatle ? [FR21x Location. New York County, New York 9 52 0.360, 19 - Section 4nentat.an:Front, - Pians-Ver€frad _,-.Field Verified - Additional tso' Coristructlon'T.. Sino le-famil #f Pre-InspectionlPlan Rev-sew - -- com lies? Cnmmenfsl,Assumptions �� 5� SSum[sti0 _ g Vaiu 4raiue P Assumptions �_ __� _� - - - - --- I mm�nt �► n5• _ _ Te berth.Wood Frame 2A v c. &=Re .iG= - - - R ` Project Type.- 172 O.t7 33.5 0.026 3 _--q - ---.---_-- ----- -. - - -- -_-- - -_ --`- 3[73.1.3 U-factors a#lei�estration redacts_ ❑Com lies Re ui€emEnt will tae met. J t Yp New ConstruCtsan --- - - - - -- P P q C7rientatlon.Bach � [FR411 are determined in accordance 'DDaes Not - 103.2 carlstru[tlan drawings and t _. ClCzsrYsplies .Requirement thrill be met. ctrientatfan: Bldg•'1FaGes 180 dEg.from North z with the'NFRGtest rocedure or Door I,:Sofl 40 .4,650 tri [PRS] documentation demonstrate: I]Daes N at P .00 40 Floor Area: =5;822 ft2 r- f '[]Nnt Obseivatrle orientation:Baric energjj code compliance for the ._ F `tai et7 from the default table. Gla2itig Area 3S°f4 z;' ;building envelo e: r, ;. i7Not:Cfbservable ° _ __ L7Not Applicable _ Terrace East:Woad Prime;24"a.c.. 172 0.{I 33.5" 0;428 3 9 P _ ... Climate Zone'. CJNot App9ieable 402,1,1; skylight U-.factor: : U-- U /❑Complies ,sae the EnvelopeAssembires n '4 (5499 HDD) Orientation:Right side - _ tabFe forvalves. 1.03.2 Construction drauvin s aria €`" i 402.3.3, ;� Permit Crate; g Dc�omp!esu. :requirement�+ill be met. Does Not Operable Metal Frame:0ouble Pane 18 0.360 °6 403.7 rdotumefitatlon efernonstrate 4'42.5 ' I Permit Number; Orierttatidri:Rightside_ 1 , i -_. -,❑coesNot 1 :CJNotdbtirvable: [PR3]. en€rgyta0e compliance far - `• fFR5] Fixed:relate!1'rame:bouble Pane=_ - of feeble 52 0.360 19 . . ;ICgFlting a-rsd raiecKanical systems s = DC4tot(3tsservaEle 4 ❑NotA litabt �€, I❑N Afspl. Construction Site: Owner/Agent: Qe5ignerlContr'actor: ;Orientation:Right side :Systems serving multiple Pp e - - - -- _-- - -- -- -;dwellingunits rnlfstdemonstrate l 2.3 5 ng candytioned U- U- �lCamplies 11 Terrace West:Wood Frerne,2a`---o.c. if33 0.0 .33.5 0.02.8 5 at? 5 nraoms enclasi Orientation:-Left side `{4rnpliants earth the commercial � `code. [.yg] f�e t anon U fa tar of I)5Q in ' 1f]des Not, floor.l:other Flocin Over Unconditioned Space 3.547- 0.025- 90 - - -' _ - � - _ - < Not C1 ervabl Climate Zones 4 New glazing : :i_1 65 e 403.6_ Heating and cooling equipment i5: Heating; : Heating. ;DComplies /.Requirement will be,met separating the st�nroam from ,❑Not Applicable ; �.. . - _. _ _ 1tsR2]a ='sized perACCA.ManuaiS.hasPti t3tultir_ Btu/tir. .c ;flOaes Not con itioned a e must me t ri.t- � .. s.,I�. p t, 'i' -. a Cornpdtante Srat6irserit. The proposed building dere n.described hero-Is consisteht with 0 buRdIn fans,s "ecifich-U6 S--And other - - e ^:., ... :. P P 9 9 3 P p ".'on loads per:ACCA Manuai 1 or d sp c . _..._.__�,....._M,._,, __<_._..o..- - aa,z_ Con3in9° R CaotirrJ Nat" b e Ohl ! e Pec}uFremenks. eaieulajresns submitted yrrth the permit apphsatian:The presposed bulldrnrl has been designed ko rrseetttre 2009 iFr G rsqutremeRts In other a roved rrletflods: _ O s e ' cod C6mpliaiiee: 25.9%better=Than Code Mekimurn OF. 1816, Y6ur uA. 1391_- pp - ------ €Schack Version 4.6.2 and to comply with the mandato air Btu 11 a r Btu/hr - R - - p y e ry req smenis[fisted Inthe RE5check inspection Checklist,. - - _ ❑Not Applicable 02.3:5 Sun aeras ericlosir5g ccrnditroned U- : U- :I]Gompfies The%Hekter 6i-worse"firan.tJ e IridrYk 7etlr� lmw close to.eoci;ptiar�[e rhe fiause Is basetl on carte drade•aff rule_s.= - - - - - --- - - - -- ---- - - - - - - - -- - z - FR9; •space tr�Vt? rT1a3t1rr1t1Prr skylight r .It Pf}ESRJaFprovacre-drz�+�titndte tar enrr4Y u;eor�tv�,r¢laiivt:t�a rt;inir.7Um-(ode r16ti7S'= _ [ - J ' P - . `ODaes Not: e:. U-factor of 0-.75 in Climate-Zones !Jame-Title Signature Crate Additional Comments/Assilrts[}tiorls: ;❑(kat'ApPilcablhee 4-8., 11 IiV 'IC)7E rS 'tTIJ/11£S 402,4:4 ;F'enestrationthatisnot ikel�uilt ®Compfi.es ;ftequirernentu illbe.met: t=r - ] i€5-listed and 3aheled as ileet3n J - ❑Da CFR2Q; es Not i.-. 's AAA'IA/WDMA/CSA 01AS.21A440 € C .,,.., � 444r` - i�. + r d(ipt oEservabie. g I e ;ar fres infiltration rates per NFRC1. I 7,L--,;,..„,., i�[ 440 that do not exceed code i ❑Not Appl6cabfe Roof:Steel'truss: 4,449 0.0 00.9 0.023 82. Itrhits. i 402 R S. IC-rated recessed lighting tixtares -❑Complies ;Requirement uvlfl be met. Skylight l:-Other 372 0:350 141 FR1c1?= sealed at hasrsinglinterlor.fiin€sh .. DDaes Not Green Roof.Other 499 0.390 190 E- and labeled to indicate X2.0 cfm leakage:at]5 Fa. ❑ t Ap pili No able , ©No tyle , -. �-'--- �,_.. - •.. -- .- _ .,n_.__-�, Solid wall 4"4004 Praire.24"o Z. 1,464. t1.0 33.5- 0:028 �- 403.2,1- ',supply ducts€n attics are - R- R- ❑Complies- orientation Front [FR1211 Insulated to--R-8.-All other ducts -P.� R DDoes Not Operable:Metal Frarrre:baubls Pans with Low.§ 160 0,30= 65 ;in uncotrdltiiinetl- poi es or ` Orientation Faint ' :outsidethebuilding-envelope are` - _ ❑Nat Observable Cxpd:f�Ietai Frarrre:Deuble Pane with Law-€ 426; t3 3611 153- ;insulated toR-S. °DNot Applieable Orientation;Front 403.2,2 'All faints and seams of air dui is []Complies 'Requirement-will be.metr solid wall north:Wood Frame,24"o-.c. 1.254 G.Q 33,5 0.026. 29- tFR1311 air handlers,filter boxes,and - ❑Does Not Dnentation:Back ;, iEluildinlg cavitis"s used as return [ Nat Observable F fixed;Metal Frarrle:pc7ulale F'irsg with Latif-E 332 fI:3b0. 48 :duets are sealed. Orientat€erre,Back I Choi Applicable I .403'.2.3 .Building cavitles aril not used fc�r •-©Compiles Requireirent will be met. Spiid fast:4"load/Frame-2a"a.c. 1.347 0.0 33.5 4.028 21 itFR151'__.supply ducts. C ;❑Does iVnt i .Orientation:Right side Operable.Metal Frame:Dcuble Pane with Low-15 '136. .0:360 49 i ` ❑Diet(Sbservah9e prientation:Right side _ DNtat Rpp9€Cable i 1. fixed-Metal Frarrre-Douhle Pane with Low-E 333 0:3617 1.41 403 3 - - •HVAC piping Cahveyihq fluids R� -� R -- TIComplies <Rciquirernent will be met evisions Orientation Rsght side r z s [F;_ - -above 105 F dr.ehilled fluids ;©Dons Not - trelow 55 QF are insulated to�R-- ;❑Nat OkrserVable ; I Solid West:-Wood Frame 2d"o:c. 1.337 O.Q 33.5: 0=026 16 3. i Orientation:raft side 4 DNat Applicable t - operabie:-Metal-Frarne;bauble Pa.rie with Low-E 265 0:360 95_ Orientation;Left side 1 High Impact(Tier I) 2 Medium Impact(Tler 2) ( 3 Lava Impact(Tier 3) 1 High Impact{Tier I) -2 Medium Impact(Tier 21 3 Lova Impact(Tier3) 1 High Impact(Tler.1) _ `..M-dlum Impact(•!•ler 21 3 Low impact(-rier3) - 11 Project`title:East Marion Report date: 02/03/16 Project Title.East Marion Report date: 0210311.6 Project Title: East Marian Report elate: .02103/16 Project Title:East Marion Report date: 02103/16 Project Title: East!Marion Report date: 02/03/16 - Data lenarne.Z. Pra ects 0 - r • . - . p J p E 09 O1 001 East Marion rause Lan lsiarld Gal_ulatlan tEl H s RESt:heck East Pae l - 1 Yl t 1 ti 1 of 9 Data filename,,me �, Pro sets- E0 - - J 1 09 t}1-fl01 East Harlan Htsuse Lots island Galcufatlons REScheck Eask Page 2 of 9 - 9 g ] 1E1 g., E 1 1 g flats filename:�:1Prolects�E1E009 U1-001-East Harlan blouse, Lan: .island��alculatiorislRESchetklEast Page cat 9 Data filename:�;LPra ectsgE�E009-01-001 East Marian erase Lan [51and Gal ufaticans RESch�ck East Page 4 - - Marlon.-ick- 9. 9 J H 9 . 1 c 1. 1 0 Of.9 Data filenai-ne:ZIPrajectslE'tEf709�(11=001 East Marian House, Long island`LGalculatiorrslitE5checktEast Pago 5 rat 9 Marion,iric Marion,rck= Marian.rck- Marion.rck - - - - sal & sl - -- -- - • -V -. - - -- - - - -- -- -- - - - - - - - 'Sett ,t- °_' _ � - =' _- _ - - - - - - - - - -- - so ' - - - - ---- - - - - - -. e - - - - ttron - ' '- - � _ - - - -"` I S - ' _ - _ - - action - -' - - - C - --- Seetean •- - - _f'Ians Verif I - - - _ - _ :-,_ - ted - FIeId Verrfred - - ° °° ° - �° - f - Flans Verified Field Verifsed i F Pians Verified- Field Verified _ _ Plans Verified -_- Field Verlfred _ _ .. # Framrn Rou h Jn-ins action - - - Cam I es •-- _ _ - 1 I s CorrsmentslAsSum tions # --- - - r J- - = 9-° P P Insulation Fns- ecflorr- I - Com Ifesl' -- . =Com tints P- - =- , m Assum flans- _#_-- Final Ins ertion Previsions:._r-- - -- -_- I� - - - -- Cerra fiesT Carnments Assum tions # a final-ins e V Its - - p p p _- 1 - - Pravlstmns- - i_ -Corn !lest- amments Assum - air VaFu_ - - - t h p p _ 1 trans VaFue - Va ala - l - _VaiuQ -'_ ; `iia uc - e .sa - ! _ - - _ " _ q. ;_Value aI �4� __ - - -- - - - --. - - .-_ - -`- - 403. - irculatin se a ho s 4 C ry t oa�e R - , - lC sr r R li ❑Corn _s Re u re ant we I be met. - . _ _ _ n 2009 _ � t. I m I 303. 11 nstalle n _- _ -- . i _ _ t 9 p 1 A t d insulation �- ._ ,- ©Gem-Iles R arra ant ill be et 402:1.1 .Ceilin l"' �. r c „ _-- - ," ,_ _.. , - .- ___ _ �°' \ q p . eq m w m insulation R value,ill here . R R ,i]_om lies ,S_.the Enve ops A_semt� es ,303.3 .Manufacturer ufactu er manuals-for t -- e Q --- _ - _ 4 p n r DGom Ices Re urrement wlFl be met. _ _._ P a I . i ' - "e"'- . .. a - lilt!&1gy -=_pipes are insulated to R 2, ❑ R 1N13 ,- -arthe install r- ,.-. . -._. -- -_- - - , table fnrvafues. 3== = - - - _ * k► ,� < E7a_s Not [. t ed R value _ -❑Does Not 4o2.a,],. R 3Q Is reC{uired.R 34 can be ❑Does Not [F118] m�chanlcaf and water hcatrn - - +�'� - ] - -- -' =` i i 9 ❑t7oes Not '9� 4 t Wood ,❑ Woad € = rovrded. = - 402' tEfiL ■ •. _ P 2,2 t sail if rn utatiort is r at ea Ii Ment ileus been ravlded, - I x -_ ,❑Not Observable -- - c - - =_ ❑trot Cbsewable . ,[ steel Q.Steel Plcit Observable P P. • "_ 11 r 'compressed at.caves,R-30 may ❑ i ,_ Drlot Observable ; T DNot A Ilcabie r = -: . .. z F @@ y A '. _ = PP I - _ -- - ❑Not A Mable t I comp y ` 1 9. t - _ able _�., a _ _ _ - - -- PP - - hs used for 5bO ft'or 20 . DNat AppliE � DNot Applicable m t 40 ,5_- __ Automatic or gra tier dampers ire- _❑Comp(€es Requirement w€11 be met. 402.2.1- I Floor insulation R value. R= R=- ©Com lies See the Fnvero e asserrP ries (whichever is fess)where. Z - q p `; �_ �... _ Additional Comments/Assumptions. r_. is jFR131 rnsta/led ori all srutdoarrr - ❑Does Nut 402.2.6, ^ ,table for values. ;"sufficient s 'ace is not available. r. `G'a,; Wood ❑ Wood ;ODass Not P intal.es and exhausts, - ,- - - 402.2.6 _ - - - - - No < i Steel Steel .303.1.1,1 'Ceilin insulation installed er DCorn lies a ui a ent will be met. ------L-:--------- 4tl ---- ❑ t Observable I r m w I - °_ __ I [IN111 ❑Not ab5ervabie , 9 p _ R IR q Above-Grade Wall 33.50 ` C l O 0 i�' r - �ClRot Appikable ' : 343.2 •manufacturers instructions. Oboes Not I QF l (� u._-._- .r- I i []NritApplicable , ; 1 [F121 ;Blown insulation marked:every i s I '`` � : - ❑/+lot observable ; Below-Grade Wail t1.0b Additional Comments/Assumptions: - - - :300 ft?. & - r 303.2, 'Floor insulation installed pet f i]Complies- ;ftequ€remerst will ire met:, r i 1._ m. DNot Applicabte I -- F[rsor t},40 402.2.6 manufacturer's instructions,and ❑Does Not � 402.2,3 Attic access hatch and door' . R- :LLR- -Ocomplles ; [IN2-]1 in contact with the I E a - - I e Ian di. ,underside of the subflobe. - - ;phot Observable ; I CFi31 insirlatlor��R-value of the :[]pees Not i +Ceiling/ Roof 40.93 Y P l adjacent assemt3ly, -[]Not Applicable i €�' - _ ONot.Observable ; ductwork(ti6c6nditidneid spates)6 402,1.1, :Wall insulation R-value:If this is a R z R- :©Complies 'see the Envelop,-Assetnblies 'ONot Applicable ; I 4022:4; `mass wall With at least'/i of Lha Wood Woac# ODoes Ivof tahJe farvaiiie .. Mfr. , .,,V,fit(€r: d c 402.2.5 ,,wall{i�sulation can-thee'wall - 402, .2, Building envelope tigt mess ACI-1 50'= - ACF{50 yT L]Complies '-Requirement will be met: _�-_ �� f�L `® Mass `❑ l sass ❑Not Obser,ratrle ' 1 402.4.2.1 ,+rarified by blower door test result' � yDDfle's Not' [Ir-13]' (exterior,the exterior insulation I ().36 1. Steel steel 1 V1171 . :pf<7 ACH at 50 Pa.This . ❑ at Observable I ow � , l� Q DNStA liCable t lre4uirecvs2nt'apPli2s: pP f _ N e I Wifld requirement may instead be met Not pplicable t 'oor - _ : caseb 65 rVerific sual inspection, mayln to 303-2 ;1"datl insulation is installed "r?r a SkylighI 11t m weich A S i1 38 p -_" OCamplies ; II dimensions to be checked n site. Do not scale. ABBREVIATIONS SYMBOLS GENERAL NOTES DRAWING LIST PLUMBING SYMBOLS, ABBREVIATIONS AND GENERAL NOTES INDICATED ON PLUMBING SYMBOLS, ABBREVIATIONS AND GENERAL NOTES INDICATED ON 1. THE ENTIRE PLUMBING SYSTEM SHALL BE IN CONFORMANCE WITH ALL FEDERAL. STATE AND LOCAL DRAWING DRAWING NAME THIS DRAWING ARE TYPICAL PLUMBING DRAWINGS MAY NOT INDICATE ALL THIS DRAWNG ARE TYPICAL PLUMBING DRAWINGS MAY NOT INDICATE ALL REGULATIONS. SYMBOLS AND ABBREVIATIONS INDICATED ON THIS DRAWING. SYMBOLS AND ABBREVIATIONS INDICATED ON THIS DRAWNG. 13101.00 PLUMBING SYMBOLS. NOTES AND SCHEDULE 1 OF 7 2. COORDINATE ALL WORK WITH OTHER DISCIPLINES PRIOR TO INSTALLATION. PROVIDE NECESSARY AIR COMPRESSED AIR 13201.00 PLUMBING SPECIFICATIONS 2 OF 7 OFFSETS, REROUTING, ETC. REQUIRED FOR A COMPLETE AND COORDINATED INSTALLATION.AFF ABOVE FINISH FLOOR 3. PROVIDE FOR ALL PERMITING AND INSPECTIONS REQUIRED FOR COMPLETE INSTALLATION. 13300.00 PLUMBING BASEMENT PLAN 3 OF 7 EXISTING TO BE DEMOUSHED P301.00 PLUMBING 1 ST FLOOR PLAN 4 OF 7 ABV. CLG. ABOVE COILING4. COORDINATE ANY PLUMBING SYSTEM SHUT DOWN REQUIRED WITH OWNER A MIN"MUM OF 48 HOURS PRIOR TO SHUT DOWN P302.00 PLUMBING 2ND FLOOR PLAN 5 OF 7 AV ACID VENT SAN SANITARY WASTE PIPING AHU AIR HANDUNG UNIT 5. SUPPORT ALL PIPING IN CONFORMANCE WITH THE SPECIFICATIONS. SEE THE PLUMBING CODE FOR P303.00 PLUMBING ROOF PLAN 6 OF 7 MAXIMUM HORIZONTAL AND VERTICAL SPACING REQUIREMENTS. CONFORM TO HANGER AND BV BALL VALVE BLW BELOW — — — — — — VENT PIPING SUPPORT MANUFACTURE'S RECOMMENDATIONS. P501.00 PLUMBING RISER DIAGRAM AND DETAILS 7 OF 7 BOP BOTTOM OF PIPE STORM STORM WATER PIPING 6. HANGERS AND SUPPORTS SHALL CONFORM TO THE 2010 NEW YORK STATE BUILDING CODE AND MSS BFP BACKFLOW PREVENTION DEVICE SP-127 FOR SEISMIC. WIND AND DYNAMIC FORCES.CW DOMESTIC COLD WATER pp PUMPED DRAIN PIPING 7. ALL PIPING PENETRATION FIRE RATINGS THROUGH NEW AND EXISTING WALLS AND FLOORS SHALL CI CAST IRON DOMESTIC COLD WATER PIPING EQUAL THE FIRE RATING OF THE WALL OR FLOOR PENETRATED. — CLG CEIUNG 8. COORDINATE ALL BELOW GRADE PLUMBING PIPING WITH FOUNDATION ELEVATIONS AND SITE UTILITY PUMP SCHEDULE CV CHECK VALVE — — DOMESTIC HOT WATER PIPING INVERTS. VERIFY EXISTING ELEVATIONS AND INVERTS PRIOR TO CONSTRUCTION. NOMOTOR DATA CO CLEANOUT NO. EQUIPMENT EACH PUMP FT MODEL CODO CLEANOUT DECK PLATE DOMESTIC HOT WATER PIPING WITH 9. PROVIDE BACKFLOW PREVENTION DEVICES IN CONFORMANCE WITH THE THE PLUMBING CODE AND REQ'D GPM MH HP RPM PHASE CYCLE VOLTS ,L,L/�,/ TEMPERATURE MAINTENANCE CABLING HOT WATER CIRCULATOR B&G CP CIRCULATING PUMP LOCAL ORDINANCES. 10. PROVIDE WATER HAMMER ARRESTORS IN CONFORMANCE WITH PDI AND LOCAL ORDINANCES. CP-1 (11O'F BLDG HW) 1 10 8 1/12 1725 1 60 115 SERA Z00 CM COFFEE MAKER � — — — DOMESTIC HOT WATER RETURN PIPING DEG DEGREE 11. TEST ALL PLUMBING SYSTEMS AND DISINFECT' DOMESTIC WATER SYSTEM IN CONFORMANCE WITH THE DOMESTIC SYNCOFLO PLUMBING CODE. BP-1 BOOSTER PUMP 1 21.5 28 3/4 3600 1 60 115 CONDOFLO DI DEIONIZED WATER TP TRAP PRIMER PIPING BLW SLAB 12. DO NOT ROUTE PLUMBING PIPING THROUGH ELECTRICAL ROOMS, ELECTRICAL CLOSETS, OR DATA 2SA-19V DIA DIAMETER COMMUNICATION CENTERS. DN DOWN GATE VALVE EL ELEVATION EXT EXTERIOR GLOBE VALVE WATER Fr FEET H EATER SCHEDULE FDC FIRE DEPARTMENT CONNECTION JC NOSIZE GAS DATA ELEC DATA MODEL VOL RECOVERY BALL VALVE N0. EQUIPMENT (IN) MBH PRESSURE VOLTS WATTS PHASE FLR FLOOR REQ'D GAL GPH FCO FLOOR CLEANOUT 1• PLUG VALVE TO 120 76 1 BRADFORD WHITE FD 76 FLOOR DRAIN WH-1 PROPANE 1 75 82 4 14. RG275H6N FS FLOOR SINK SHUT—OFF VALVE 'evisions FV FLUSH VALVE GAS NATURAL" GAS VALVE IN RISE GAL GALLONS GALV GALVANIZED GAS COCK GV GATE VALVE GLV GLOBE VALVE PRESSURE REDUCING VALVE HW DOMESTIC HOT WATER HWR DOMESTIC HOT WATER RETURN —� CHECK VALVE HP HORSEPOWER seal & s' HB HOSE BIB TEMP. & PRESSURE REUEF VALVE r 'uq, f INV EL INVERT ELEVATION �+y w LBS POUNDS n w ' LAVLAVATORY THERMOSTATIC 3 WAY VALVE MH mz �z s U MANHOLE A4� Fy MECH MECHANICAL SOLENOID VALVE FE8S�0� MV MIXING VALVE MIN MINIMUM --I I-- UNION NGV NATURALGAS VENTVENTCLEANOUT PLUG ey plan N C NORMALLY CLOSED N 0 NORMALLY OPEN NIC NOT IN CONTRACT FLOOR CLEANOUT NTS NOT TO SCALE NA NOT APPUCABL.E THERMOMETER NO. NUMBER OD OUTSIDE DIAMETER I PRESSURE GAGE PLBG PLUMBING PP POLYPROPYLENE PIPING - 4 SHOCK ABSORBER PVC POLYVINYL CHLORIDE PIPING PIV POST INDICATOR VALVE TP —FD] TRAP PRIMER tient PSI POUNDS PER SQUARE INCH Dana Ben Ari & Nikola Duravicevic 82 Washington Avenue PG PRESSURE GAUGE D CAP ON END OF PIPE Brooklyn PRV PRESSURE REDUCING VALVE Y 11205 PD PUMPED DRAIN ®FD FLOOR DRAIN rchitects ECIRC RECIRCULATING RPZ REDUCED PRESSURE ZONE BFP ® Shenton Architects LLP RD ROOF DRAIN 95 Plymouth Street rooklyn D ROOF DRAIN V9 OFD OVERFLOW DRAIN Y 11201 S. SAN SANITARY WASTE SA SHOCK ABSORBER CONNECT TO EXISTING SO- IL Jay Street, #501 SH SHOWER Brooklyn SPEC SPECIFICATION Y 11201 R SPRINKLER tructural engineer SID STANDPIPE ilman Associates SD 2 Old Slip, 10th Floor TEMP TEMPERATURE ew York RM DRAIN Y 10005 T&P TEMPERATURE AND PRESSURE REUEF VALVE -Typ TYPICAL mep engineer TP TRAP PRIMER LS Consulting Engineers 50 W. 30th Street VB VACUUM BREAKER ew York, NY 10001 VTR VENT THROUGH ROOF VIF VERIFY IN FIELD V VENT W WASTE ivil engineer WH WALL HYDRANT — NON FREEZE DB Bennett 0 Inkberry Street ast Hampton Y 11937 surveyor athan Corwin Land Surveyor 586 Main Rd. amesport Y 11947 roject title ast Marion House Rocky Point Road, East Marion, NY rawing title PLUMBING SYMBOLS, NOTES AND SCHEDULE E tatus project no.RMIT E009-01-001 cale drawn by N.T.S. JP ate page 2.05,2016 1 of 7 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. PM1 01 moo II dimensions to be checked n site. Do not scale. PLUMBING SPECIFICATION 1. GENERAL. 7. PIPE AND FITTINGS 11. SLEEVES 19. DISINFECTION A PROVIDE ALL PLUMBING WORK SHOWN ON THE CONTRACT DOCUMENTS AND IN A ALL MATERIALS AND FITTINGS SHALL BE NEW AND INSTALLED IN A FIRST CLASS A. PROVIDE SLEEVES FOR ALL PIPES PASSING THROUGH FLOORS, WALLS AND ACCORDANCE WiTH THE LATEST LOCAL, CITY AND STATE BUILDING CODES. MANNER, PARTITIONS. A. DISINFECT INTERIOR POTABLE WATER DISTRIBUTION SYSTEM IN ACCORDANCE WiTH B. THE PLUMBING CONTRACTOR SHALL PAY ALL FEES, OBTAIN ALL PERMITS AND B. PIPE AND FITTINGS SHALL CONFORM 7D THE LATEST ASTM, ASA, AND/OR FM REQUIREMENTS OF THE LOCAL 2010 NYS BUILDING CODE. APPROVALS NECESSARY FOR THE COMPLETION OF ALL WORK SHOt..N ON THE STANDARD. IN ADDITION ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE I. SLEEVES LLS S FURRED OUT AUGE GALVANIZED SHEET ROCK PARTITIONS AND CONTRACT DRAWINGS. MARKED NTH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE EILOgC WALLS SHALL BE 18 GAUGE GALVANIZED SHEET METAL 20. VACUUM BREAKER C. IVIS CONTRACTOR SHALL USE EXTREME CAUTION WHEN INSTAWNG PIPING IN INSTITUTE (CISPI) AND BE LISTED BY NSF INTERNATIONAL 2. SLEEVES THROUGH WALLS, AND WHERE SERVING EXPOSED PIPE A. VACUUM BREAKER (TYPE 'Al - CAST BRASS CHROME PIPE IF EXPOSED TO FINISHED WALLS, PARTITIONS, AND HUNG CEILINGS. C. STORM AND SANITARY DRAINAGE AND VENT PIPING AND FITTINGS. (ABOVE PNEEN CESSARYG FLOORS SHALL SCHEDULE 40 STEEL PROVIDED WHERE PUBUC VIEW SIMILAR TO WATTS NO.SOOMCQT. (CONSTANT PRESSURE VACUUM D. PATCH AND/OR REPLACE DAMAGED ARCHITECTURAL COMPONENTS AS A RESULT GROUND) B. DO NOT SUPPORT PIPES BY RESTING PIPE CLAMPS ON SLEEVES. WEAKER). OF SYSTEM INSTALLATION. CLEAN UP THE CONSTRUCTION SITE DAILY DURING 1. JOINTS SHALL CONSIST OF A RUBBER SEALING SLEEVE AND STAINLESS B. VACUUM BREAKER CONSTRUCTION SO AS NOT TO INTERFERE WITH THE FORK OF OTHER TRADES, STEEL SHIELD FASTENED BY STAINLESS STEEL SLEEVE, 4 BANDS FOR C. PROVIDE OPENINGS WITH AN LD. AT LEAST)t INCH GREATER THAN THE (17 - CAST BRASS CHROME PIPE IF EXPOSED TO AND AFTER THE COMPLETION OF INSTALLATION AND TESTING. PIPING DIA. tr TO C, 6 BANDS FOR PIPING DIA 5' AND LARGER. OUTSIDE OF THE PIPE SERVED. PUBLIC VIEW SIMILAR TO WATTS NO. 909-S.MANUFACTURED BY HUSKY CORP. MODEL SD-2000. E. REPORT ANY CONDITIONS WHICH WOULD PREVENT THE INSTALLATION OF THE 12. GUARANTEE C. PROVIDE WHERE INDICATED ON THE DRAWINGS WORK TO THE ARCHITECT PRIOR TO STARTING ANY WORK. 2. PIPE SHALL BE STANDARD WEIGHT (COATED INSIDE AND 011.117) NO-HUB F. INTERRUPTION OF EXISTING BUILDING SERVICES IN ORDER TO CONNECT NEW CAST IRON SOIL PIPE LABELED WITH C MARK OF QUALITY AND A AS PART OF THIS CONTRACT, THE PL.UMEING CONTRACTOR SHALL GUARANIES 21. DISSIMILAR METALS PIPING TO EXISTING SHALL BE MADE AT SUCH TiME AS TO CAUSE THE LEAST PERFORMANCE AS ILLUSTRATED IN CAST IRON SOIL PIPE INSTITUTE AND CERTIFY THAT ALL WORK INCLUDED IN THESE CONTRACT DOCUMENTS IS INTERFERENCE WiTH ESTABLISHED BUILDING OPERATING PROCEDURE ALL STANDARD H S,72. FREE FROM DEFECTS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE A PROVIDE ISOLATION FLANGES FOR CONNECTIONS WITH ANY DISSIMILAR METALS. EXISTING SERVICE SHUTDOWNS SHALL BE SUPERVISED AND DIRECTED BY FITTINGS SHALL. BE STANDARDS WEIGHT CAST IRON NO-HUB. OWNER'S FINAL ACCEPTANCE. THE PLUMBING CONTRACTOR SHALL REPAIR OR 22. INSTALLATION BUILDING MANAGEMENT. THE CONTRACTOR SHALL GIVE NOTICE 48 HOURS REPLACE ANY MATERIALS FOUND TO BE DEFECTIVE FOR THAT PERIOD OF TILE PRIOR TO ANY SHUTDOM. D. SANITARY, STORM DRAINAGE AND VENT PIPING AND FITTINGS (BELOW GROUND) OWNER'S FINAL ACCEPTANCE STARTS WHEN FINAL PAYMENT TO THE A ALL DRAINAGE PIPING 3' AND LARGER SHALL BE RUN AT A UNIFORM GRADE OF G. THE CONTRACTOR SHALL EXAMINE THE PREMISES BEFORE SUBMITTING HIS BID, I. PIPE SHALL BE STANDARD WEIGHT (COATED INSIDE AND OUCONTRACTOR IS MADE T) BELL AND AT LEAST 1/8' PER FOOT, UNLESS OTHERWISE INDICATED. ALL DRAINAGE AND SHALL THOROUGHLY FARUARIZE HIMSELF WiTH CONDITIONS WHICH AFFECT SPIGOT CAST IRON SOIL PIPE LABELED WITH C MARK OF QUALITY AND PIPING 2' AND SMALLER SHALL PITCH AT 1/4' PER FOOT MINIMUM. HIS WORK. PERFORMANCE AS ILLUSTRATED IN CAST IRON SOIL PIPE INSTITUTE 13. PLUMBING FIXTURES AND TRIM STANDARD H 5-72. A. PLUMBING FIXTURES AND TRIM B. ALL DRAINAGE PIPING SHALL BE RUN AS STRAIGHT AS POSSIBLE AND SHALL H. PROVIDE NEW PLUMBING FIXTURES, PIPING AND EQUIPMENT WHERE SHOWN ON 2. FITTINGS SHAD. BE STANDARDS WEIGHT CAST IRON. HAVE EASY BENDS WITH LONG TURN FITTINGS. DRAINAGE PIPING AT FIRST THE CONTRACT DRAI�yGS CONNECT NEW PIPING TO EXISTING STACKS AND NIS' E. DOMESTIC WATER AIM INDIRECT WASTE PIPING AND FITTINGS 1. FURNISH AND INSTALL NEIN PLUMBING FIXTURES AND TRIM WHERE SHOWN FLOOR CEILING SHALL BE RUN AS HIGHAS EXISTING CONDITIONS WILL PONT. 'S I. LOCATION, CONNECTION AND SIZES OF ALL EXISTING PIPING SHALL BE VERIFIED ON THE CONTRACT DRAWINGS. SHALL BE FOLINGWNGSS. THE ARCHITECTINTERIOR FINISH LOWED FOR THE LOCATION OF ALL NEW FIXTURES. CONDENSATION.ALL VENT PIPES SHALL BE GRADED TO FREE THEMSELVES OF ANY WATER OR IN THE FIELD BY THIS CONTRACTOR BEFORE INSTALLING ANY NEW WORK. THE 1. FITTINGS SHAD. BE WROUGHT COPPER WITH SOLDER JOiNT PRESSURE TYPE CONDENSATION. PLUMBING CONTRACTOR SHALL PAY ALL FEES, OBTAIN ALL PERMITS AND FITTINGS ANSI 8.16.22 2. NECESSARY CARRIERS, BRACKETS, PLATES, CLEATS, BOLTS, ETC. SHALL BE APPROVALS NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN ON THE FURNISHED FOR SECURING FIXTURES RIGIDLY IN PLACE D. ALL WATER PIPING SHALL RUN FREE OF TRAPS AND UNNECESSARY BENDS. CONTRACT DRAPINGS. 2. JOINTS SHALL BE COMPOSED OF 95-5 TIN-ANTIMONY SOLDER, ASTM B32, ANY TRAPS FORMED SHALL BE PROVIDED NTH VALVES TO COMPLETELY DRAIN , WALLS OR COUNTERS THE SYSTEM. ALL HOT AND COLD WATER PIPING SHALL BE SEPARATED BY A GRADE 95TA FOR PRESSURE PIPING. 3. SPACES BETWEEN PLUMBING FIXTURES AND FLOORS, BE SEALED WITH A WATERPROOF SEALANT TO PREVENT WATER M"Nh„UM OF 6' ON CENTER. J. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS 3. PIPE SHALL BE HARD DRAWN TYPE 'L' COPPER TUBING, ASTM BBB. SEEPAGE WORK WITH THE EXISTING CONDITIONS AND NEW WORK OF ALL THE OTHER TRADES. 4 EACH FIXTURE SUPPLY CONNECTION SHALL BE PROVIDED WITH INDIVIDUAL K. PREPARE AS-BUILT DRAWINGS INDICATING ACTUAL LOCATIONS OF PLUMBING F. SANITARY AND STORM WATER DRAINAGE EJECTOR MAINS. SHUT-OFF OR STOP VALVES. E ALL CONNECTIONS BETWEEN DISSIMILAR METALS SHALL BE MADE WITH FIXTURES AND PIPING. AS BUILT DRAWINGS SHALL BE SUBMITTED iO THE 5. FAUCETS SHALL BE CHROME-PLATED BRASS, MONEL OR STAINLESS. DIELECTRIC UNIONS. OWNER UPON COMPLETION OF INSTALLATION AND TESTING. SUBMIT THREE SETS 1. FITTINGS SHALL. BE THREADED, GALVANIZED CAST IRON DRAINAGE FITTINGS, MATERIALS SHALL BE THOROUGHLY CLEANED AND POLISHED BEFORE F. ALL PIPING SHALL HAVE REDUCING FITTINGS NO BUSHINGS WILL BE PERMITTED OF PRINTS AND ONE SET OF REPRODUCIBLES. IN ADDITION PROVIDE ON DISK ASME B16.2 PLATING. PLATE SHALL BE HEAVY, THOROUGHLY AND EVENLY APPLIED, ON ANY PIPING. TO OWNER THE AS-BUILT CONDITIONS IN AUTOCAD 2004 2 PIPE SHALL BE SCHEDULE 40 GALVANIZED STEEL. PIPE, ASTM A 53 WITH AND (GUARANTEED NOT TO STRIP OR PEEL PLATED WORK SHALL BE THREADED FITTINGS AND JOINTS. HIGHLY BUFFED. FAUCETS SHALL HAVE METAL INDICES AND SHALL BE OF G. NO PIPING OR WORK OF ANY KIND SHALL BE CONCEALED OR COVERED UNTIL evisions 2. EXAMINATION OF CONTRACT DOCUMENTS THE RENEWABLE SEAT TYPE. ALL REQUIRED TESTS HAVE BEEN SATISFACTORILY COMPLETED AND THE WORK - - - 6. ESCUTCHEONS SHALL BE ONE PIECE CAST RUM CHROMIUM-PLATED AND HAS BEEN INSPECTED AND APPROVED BY THE OWNER'S REPRESa1TATiVE AND A THE CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS, SPECIFIED OR 8. SUPPORT HANGERS SHALL BE PROVIDED tITH SET SCREWS TO PROPERLY HOLD ESCUTCHEON ALL AUTHORITIES HAVING JURISDICTION. - - - UNSPECIFIED, NECESSARY TO PROVIDE ALL WORK SHOWY ON THE CONTRACT IN PLACE DOCUMENTS IN ACCORDANCE WiTH THE LOCAL NEW YORK STATE 2010 BUILDING A. EXCEPT AS OTHERWISE INDICATED, PROVIDE FACTORY FABRICATED HANGERS, H. NO DEAD ENDS SHALL BE LEFT ON ANY DRAINAGE PIPING UPON COMPLETION CODE. CLAMPS, RODS, BUILDING ATTACHMENTS, SADDLES AND SHIELDS COMPLYING 7. WHERE WAS1E VENT OR WATER SUPPLY PIPING IS EXPOSED TO VIEW AT OF THE WORK. B. EXAMINE THE CONTRACT DOCUMENTS OF THIS TRADE AND ALL OTHER TRADES WITH ANSI MSS-SP-58. CONTRACTOR SHALL SELECT AND APPLY HANGERS FIXTURES, THE PIPES SHALL BE C HROMIUMPLAITED. NO COVER TUBING - - - AND SUPPORTS IN ACCORDANCE WITH MSS-SP-69. IML BE PERMITTED. FOR THIS PROJECT. VERIFY ALL EXISTING CONDITIONS AT THE SITE, AND - - - BECOME FULLY INFORMED AS TO THE EXTENT AND CHARACTER OF THE WIORIK IN 8. FIXTURES SHALL BE SET LEVEL AND SQUARE NTH RELATION TO THE 23. COORDINATION THE BUILDING. SUBMITTAL OF A BID IS AN AC;IREE►GENT THAT ALL B. ALL HANGER, ANCHORS AND SUPPORTS SHALL BE AS MANUFACTURED BY THE FINISFIED FLOOR AND WALL LINES REQUIREMENTS OF THE CONTRACT DOCUMENTS ARE FULLY UNDERSTOOD. FEE AND MASON COMPANY OR APPROVED EQUAL AS FOLLOHS: A. CERTAIN MATERIALS WILL BE FURNISHED, INSTALLED, OR FURNISHED AND - - - 9. PROVIDE VACUUM BREAKERS WHERE REQUIRED FOR SUBMERGED INLETS. INSTALLED, UNDER OTHER SECTIONS. EXAMINE THE CONTRACT DOCUMENTS TO G THE EXECUTION OF THE WORK OF THIS SECTION CONSTITUTES ACCEPTANCE OF 1. ALL BARE HORIZONTAL CAST IRON PIPING SHALL BE HUNG WITH FIG. #239 ASCERTAIN THESE, seal & sign a t THE BASE OR ADJOINING WORK AND OTHER CONDITIONS AS BEING ADJUSTABLE GALVANIZED STEEL HANGERS. B. FIXTURES AND TRIM: SEE ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS SATISFACTORY IN EVERY RESPECT AND LATER CLAIMS OF DEFECTS IN SUCH 2. VERTICAL LINES SHALL BE SUPPORTED BY MEANS OF RISER CLAMPS. B. TRANSMIT TO THE TRADES DOiNG THE WORK OF OTHER SECTIONS ALL THE , CASES WILL NOT BE ALLOWED. RISER CLAMPS SHALL FIT EXACT PIPE SIZE OR BARE PIPES. FOR CAST C. FIXTURE INSTALLATION INFORMATION REQUIRED FOR WORK TO BE PROVIDED UNDER THEIR RESPECTIVE IRON PIPES USE FIG. 1241, TWO BOLT, GALVANIZED BLACK STEEL CLAMPS 1. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL SECTIONS IN AMPLE TiME FOR THEIR INSTALLATION. D. THE CONTRACTOR SHALL. WITHOUT EXTRA COST TO THE OWNER. MAKE ALL OR FIG. 5, FOUR BOLT, EXTRA HEAVY GALVANIZED STEEL RISERW PLUMBING FIXTURES FROM DAMAGE. . - m : REASONABLE MODIFICATIONS IN THE WORK AS MAY BE REQUIRED TO PREVENT CLAMPS FOR COPPER TUBING USE FIG. #368 CARBON STEEL COPPER C. ALL NEW WORK SHALL BE COORDINATED WITH EXISTING CONDITIONS. CONFLICT WITH THE WORT( OF OTHER TRADES, OR FOR THE PROPER PLATED RISER CLAMP. 2. EACH FIXTURE SHALL BE SEPARATELY CONTROLLED WITH INDIVIDUAL STOPS. 24 TESTING AND BALANCING INSTALLATION OF THE WORK. 3. RODS FOR PIPE HANGERS SHALL BE FIG. #263, CONTINUOUS THREADED 3. UPON COMPLETION OF INSTALLATION AND TESTING, PLUMBING FIXTURES ��•o �e8ds� E FAILURE TO NOTIFY THE ARCHITECT OF UNSATISFACTORY CONDITIONS WILL BE ROD, GALVANIZED STEEL SIZED FOR THE LOAD REQUIRED. SHALL BE CLEANED AND LEFT IN FIRST CLASS CONDITION AND IN WORKING A. PROVIDE LABOR, MATERIALS, INSTRUMENTS, POWER, ETC. AS REQUIRED, FOR 'gO�sS�d►�y` a/y/l CONSTRUED AS AN ACCEPTANCE OF ALL CONDITIONS. ORDER TESTING AND BALANCING. ALL PIPING AND EQUIPMENT SHALL BE TESTED AS 4. ALL INSULATED HORIZONTAL PIPING SHALL BE HUNG WITH Ra #239 REQUIRED BY THE LOCAL 2010 NYS BUILDING CODE TESTS SHALL BE F. REPORT, IN WITTING, TO THE ARCHITECT ANY AND ALL CONDITIONS WHICH MAY ADJUSTABLE GALVANIZED STEEL. C EVIS HANGERS WITH FIG. #71 RIGID 14. FLOOR DRAINS, FUNNEL FLOOR DRAINS, FUNNELS DRAINS AND FLOOR SINK (IF PERFORMED IN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND SUCH <ey plan INTERFERE WiTH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION INSULATION SADDLE SADDLE BE A 180' SECTION OF 1 INCH REQUIRED ON THIS PROJECT) OTHER PARTIES AS MAY HAVE LEGAL JURISDICTION. AND COMPLETION OF THE WORK OF THIS SECTION. DO NOT COMMENCE WORK POLYURETHANE FOAM, ALUMINUM FACED, WATERPROOF JACKET EXTENDING UNTIL ANY AND ALL SUCH CONDITIONS HAVE BEEN CORRECTED BY THE TRADE ALL AROUND A 180' SECTION OF GALVANIZED METAL SHIELD. SHIELD AND A. FLOOR DRAIN VD-11) - ZURN GO. MODEL Z415B-P, ADJUSTABLE ROUND NICKEL B. NOTIFY THE OCNER'S REPRESENTATIVE AT LEAST 48 HOURS IN ADVANCE OF OR TRADES RESPONSIBLE SADDLE SHALL BE BONDED INTO A SINGLE UNIT FACTORY. TOP 180' BRONZE STRAINER, DUCO CAST IRON BODY, MEMBRANE CLAMP. MAKING THE REQUIRED TESTS, SO THAT ARRANGEMENTS MAY BE MADE FOR SECTION OF INSULATION SHALL BE FIBERGLASS AS SPECIFIED IN B. FLOOR DRAIN (FD-2) - ZURN CO. MODEL Z508-P-Y, ROUND D.C.C.I STRAINER, THEIR PRESENCE TO WITNESS THE TESTS. G. THE DRAWINGS INDICATE AND THE SPECIFICATIONS DESCRIBE THE GENERAL INSULATION SECTION OF THE SPECIFICATION. DUCO CAST IRON BODY, MEMBRANE CAMP. ARRANGEMENT AND THE APPROXIMATE LOCATION OF EQUIPMENT, FIXTURES, C. INTERVALS OF SUPPORTS G:. TESTS SHALL BE APPUEO TO COMPLETED OR PARTIALLY COMPLETED SYSiEi & PIPING, ETC. EXACT LOCATIONS MAY BE ADJUSTED IN THE FIELD TO SUIT G FLOOR DRAIN (FD-3) - TURN CO. MODEL Z520-P-Y. ROUND D.C.C.I STRAINER, IN NO CASE SHALL PIPING AND EQUIPMENT TO BE SUBJECTED TO PRESSURES EDOSTING CONDITIONS. 1. HORIZONTAL PIPING SHALL BE SUPPORTED AT INTERVALS AS FOLLOWS: DUCO CAST IRON BODY, MEMBRANE CLAMP. EXCEEDING THEIR RATING. 3. SCOPE OF WORK D. FUNNEL FLOOR DRAIN (FFD) - ZURN CO. MODEL Z415E-P , DUCO COATED CAST D. ALL DEFECTIVE WORK SHALL BE PROMPTLY REPAIRED OR REPLACED AND THE A. CAST ION PIPE SHALL BE SUPPORTED AT 5 FT. INTERVALS. IRON WITH THREADED OUTLET. TESTS SHALL BE REPEATED UNTIL THE PARTICULAR SYSTEM AND ALL A FURNISH AND INSTALL NEiN PLUMBING FIXTURES„ PIPING AND EQUIPMENT WHERE B. COPPER TUBING SHALL BE SUPPORTED AT SIX (6) FOOT INTERVALS E FUNNEL DRAIN (FFD) - ZURN CO. MODEL Z1019-DS, FUNNEL DRAIN WITH 'P' COMPONENT PARTS RECEIVE THE APPROVAL OF THE OM.. ER'S REPRESENTATIVE INDICATED ON THE CONTRACT DRAIN GS. CONNECT 1D EXISTING STACKS AND TRAP. DUCO CAST IRON BODY. RISERS 2. ADDITIONAL HANGERS TO PREVENT SAGGING SHALL BE INSTALLED AS E ANY DAMAGES RESULTING FROM TESTS SHALL BE REPAIRED AND/OR DAMAGED B. PROVIDE ROUGH CUTTING AND PATCHING FOR THE INSTALLATION OF NEW PIPING. REQUIRED. F. FLOOR SINK DRAIN (FS) - ZURN CO. MODEL ZS-1901-KC-2-32 1/2 GRATE MATERIALS REPLACED, ALL TO THE SATISFACTION OF THE OMER. THE I ien t NICKEL BRONZE RIM, ALUMINUM DOME STRAINER, CAST IRON BODY AND FLASHING DURATION OF TESTS SHALL BE AS DETERMINED BY ALL AUTHORITIES HAVING Dana Ben Ari & Nikola Duravicevic C. PROVIDE AND INSTALL ALL NEW WORK IN ACCORDANCE WITH 2010 NYS BUILDING D. INSTALLATION CLAMP. JURISDICTION. CODE REQUIREMENTS. 82 Washington Avenue 1. ATTACH HANGER RODS TO THE BUILDING ONLY IN A MANNER APPROVED G. SHOWER DRAIN (SROM. DRAIN) - ZURN M MODEL Z415H, ADJUSTABLE 25. SUBSTITUTION OF SPECIFIED MATERIALS rooklyn 4. Q UAU1Y ASSURANCE BY THE ARCHITECT. ROUND NICKEL BRONZE STRAINER, DLCO CAST IRON BODY, MEMBRANE CLAMP. Y 11205 A. THE PRODUCTS AND/OR MATERIALS LISTED IN THESE SPECIFICATIONS A EACH FITTING SHALL HAVE THE MANUFACTURER'S SYMBOL AND PRESSURE 2. THE CONTRACTOR MAY COORDINATE WITH THE OTHER WORK OR EDOSTiNG 15. SLEEVE FIRE STOPPING REPRESENT DESIRED MATERIALS AND CONSTRUCTION STANDARDS FOR THE rchitects RATING CAST, STAMPED OR ROLLED ON. PIPING TO USE COMMON MEANS OF SUPPORT. SUBMIT FOR APPROVAL ALL VARIOUS ITEMS OF WORK. MANUFACTURER NAMES AND MODEL NUMBERS ARE Shenton Architects LLP PERTI95 Plymouth Street B. ALL PIPES SHALL BE MARKED TO INDICATE MANUFACTURER AND ASTM HENT DESIGN DATA RELATING MTHE SUPPORT R YELL AS A, ALL SLEEVES THROUGH RATED WALLS OR PARTITIONS SHALL FORM A U.L (UL USED TO DESCRIBE TYPES, STYLES AND QUALITY. MATERIALS SUBMITTED Brooklyn VERIFICATION OF THE RESPONSIBILITY FOR THE SUPPORT. FOR APPROVAL OTHER THAN SPECIFIED HEREIN MUST MEET OR EXCEED THESE STANDARD. EACH FULL PIPE LENGTH SHALL HAVE THE MANUFACTURER'S NAME 1479 & ASTM EB14 ASTM TESTED) CLASSIFIED FlRESTOP CAPABLE OF STANDARDS. Y 11201 4 DO NOT HANG PIPING FROM DUCTWORK OR OTHER PIPING. CAST, STAMPED OR ROLLED ON. 3. HANGERS SHALL NOT PENETRATE INSULATION. RETURNING THE WALL OR PARTITION BACK TO ITS UNPENETRATED FIRE STMCE• 26. COFFEE MAKER (FURNISHED BY OTHERS) (IF REQUIRED) SO- IL 5. SUBMITTALS B. FiRESTOPPING CAULK SHALL BE SM-LAR TO 3M CP 25Y.3 + CAULK. 38 Jay Street, # 501 9. INSULATION (INDOORS) C:. FlRESTOPPING WRAP SHALL BE SIRJILAR TO 3M FS-195 + VW/STRIP. A. INSTALL WHERE INDICATED ON ARCHITECTURAL DRAYw Brooklyn NGS. PROVIDE r COLD Y 11201 A. SUBMIT THE FOLLOWING ITEMS FOR APPROVAL WATER CONNECTIONS WITH VACUUM BREAKER TYPE A , CHECK VALVE AND A HOT WATER, HOT WATER RETURN, COLD WATER PIPING. HORIZONTAL STORM GATE VALVE VACUUM BREAKER TO BE INSTALLED 12' ABOVE FLOOD LEVEL - 1. PLUMBING FIXTURES, SUPPORTS AND 1PoM PIPING AND HORIZONTAL FLOOR DRAIN WASTE PIPING IN MECH. DM'S 16. TRAP PRIMER (IF REQUIRED) REM OF COFFEE MAKER. structural engineer 2. PIPE MATERIALS ilman Associates A. FURNISH AND INSTALL MIFAB MANUFACTURING INC. TRAP PRIMER MODEL 3. VALVES 1. JOHN MANSVILLE MICRO-LR 850 FIBERGLASS PIPE INSULATION TYPE AP-T, IMI-500 WHERE INDICATED ON DRAW'yC�. INCLUDE WITH PRIMER MODEL ew York 27. REFRIGERATOR Wi1H ICE MAKER (FURNISHED BY OTHERS) (IF REQUIRED) 2 Old Slip, 10th Floor 5. FITTINGS 4 VALVE TAGS & CHART 1 INCH THICK COMPOSITE INSULATION. FIRE AND SMOKE HAZARD RATING IMI-GAP AIR GAP FITTING. IF DISCHARGING TO MULTIPIU= DRAINS PROVIDE A. 10005 6. ANGERS, ESCUTCHEONS AND SLEEVES NOT TO EXCEED A FLAME SPREAD OF 25 OR SMOKE DEVELOPMENT OF 50. DISTRIBUTION UNIT MODEL JII-DU AS REQUIRED. INSTALL AS PER A INSTALL REFRIGERATOR WHERE INDICATED ON ARCHITECTURAL DRAWINGS 7. INSULATION B. COLD, HOT WATER, HOT WATER RETURN, HORIZONTAL STORM PIPING FITTINGS MANUFACTURER'S REQUIREMENTS. PROVIDE 1/2' COLD WATER WITH GATE VALVE AND CHECK VALVE - - - 8. FUNNEL DRAIN AND VALVES mep engineer 9. WATER HEATER 2LS Consulting Engineers 1. JOHN MANSVILLE PRE-CUT, HI-LO TEMP INSULATION INSERTS AND ZESTON 17. ESCUTCHEONS 28. DISHWASHER - RESIDENTIAL TYPE (FURNISHED BY OTHERS) (IF REQUIRED) 150 W. 30th Street B. PREPARE AND SUBMIT PIPING INSTALLATION DRAWINGS FOR REVIEW AND 25/50 RATED PVC INSULATED FITTING COVERS A. INSTALL ESCUTCHEONS ON BOTH SIDES OF CONSTRUCTION WHEREVER PIPES A. COMMERCIAL TYPE: INSTALL DISHWASHER WHERE INDICATED ON ew York, NY 10001 APPROVAL PRIOR TO FABRICATION. SUCH APPROVAL SHALL NOT RELIEVEVALVES PASS THROUGH WALLS, FLOORS, PARTITIONS OR CEILINGS. ESCUTCHEONS ARCHITECTURAL DRAWINGS. PROVIDE ALL ROUGHING AND 3/4' HW CONTRACTOR OF INSTALLATION RESPONSIBILITIES. 10. SHALL BE HELD IN PLACE WITH SET SCREWS. TAKE SPECIAL CARE TO PROTECT SUPPLY WITH GATE VALVE, CHECK VALVE AND VACUUM BREAKER. 6. PRODUCT DELIVERY, STORAGE AND HANDLING A. ISOLATION CONTROL VALVES (2;f AND SMALLER}BRONZE TWO-PIECE BALL THE ESCUTCHEONS DURING THE COURSE OF CONSTRUCTION. EXTEND 1' WASTE HOSE TO SPILL INDIRECTLY OVER FLOOR SINK. TYPE 250 PSI WSP, THREADED ENDS, AND SOLDERED JOINT END SIMILAR TO THE OWNER. BY THE CONTRACTOR AT NO SHALL BE REPLACED OR REPAID B. RESIDENTIAL TYPE INSTALL DISHWASHER WHERE INDICATED ON B. ESCUTCHEON APPLICATION SCHEDULE ARCHITECTURAL DRAWINGS. PROVIDE ALL ROUGHING AND 3 ' HW A ANY EQUIPMENT, FIXTURES OR PIPING DAMAGED DURING HANDLING, STORAGE OR ��, APOLLO 70300 SERIES. 4ivil engineer INSTALLATIONSUPPLY WITH GATE VALVE, CHECK VALVE AND VACUUM BREAKER. B Bennett COST RED B. THROTTIJNG VALVES: GLOBE BRONZE, SOLDER ENDS, CLASS 125 SIMILAR 1. FINISHED SPACES SHALL BE POLISHED BRASS. EXTEND AND CONNECT 1 WASTE HOSE TO TAILPIECE AT SINK WASTE. 0 Inkberry Street C1T) TO STOCK HAM NO. B-14T. B. THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR THE ON-TIME 2 UNFINISHED ast Hampton SPACES SHALL BE PLAIN BRASS OR CAST IRON. 29. VALVE TAGS AND CHART Y 11937 DELIVERY OF HIS MATERIALS AND EQUIPMENT. C. CHECK VALVES: BRONZE SWING TYPE, 125 PSI, SIMILAR TO STOCQHAM NO. B-319. 18, SHOCK ABS A. EACH VALVE, EXCEPT VALVES AT FIXTURES, SHALL HAVE A 2 INCH DIAMETER urveyor C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFE STORAGE E ALL BRASS TAG WITH 1 INCH HIGH NUMERAL STAMPED THEREON, SECURED TO THE athan Corwin Land Surveyor EQUIPMENT. FIXTURE'S. PINES. VALVES, ETC., ETHER AT THE JOB SITE WHERE y DIRECTED BY THE OWNER'S RITATIVE OR IN MS OWN WAREHOUSEA. COPPER BODY, WATER HAMMER ARRESTER MANUFACTURED BY SIOUX CHIEF, VALVE BY MEANS OF BRASS S HOOK OR BRASS CHAIN. EACH SYSTEM TO HAVE 586 Main Rd. 'HYDRA-RESTOR' SERIES 650, SIZE PER MANUFACTURERS REQUIREMENTS. A LETTER DESIGNATION AS NIL. amesport B. INSTALL IN UPRIGHT POSITION WHERE INDICATED ON THE DRAM"NGS. B. THE CONTRACTOR SHALL FURNISH AN APPROVED, NEATLY DRAWN VALVE CHART, Y 11947 PROPERLY FRAMED, SHOWING THE USE AND LOCATION OF EACH VALVE THAT IS TAGGED. roject title ast Marion House Rocky Point Road, East Marion, NY yawing title PLUMBING SPECIFICATIONS N tatus project no. 4-1 ERMIT _ _ E009-01-001 cale drawn by N.T.S. _ _ JP _ ate page 2,05,2016 2 of 7 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCA71ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED Pm201 100 OR IN ACCORDANCE WITH APPLICABLE CODES. II dimensions to be checked n site. Do not scale. i 4" AN UP 2" UP ill CW UP 1" HW UP X" HWR UP 2" PTO 4" SAN UP&DN � ' 3" V UP BTA B E VE 4" 2" G FROM PROPANE TANKS. D COORDINATE WITH CIVIL ENGINEER. 2" CW BURIED C FROM WELL PUMP. -- COORDINATE WITH - ®- - _- -- - - � If ' DOMESTIC WATER STEEL TANK CIVIL ENGINEER. 3 (125 GALLONS) 4" SAN BURIED TO SEPTIC SYSTEM i i /'I' H&CW, %" HWR TO WH-1 . SEE DETAILS, RISER AND MANUFACTURER'S LI ERATURE FOR CONNECTIONS AND RECIRCULATION PUMP MODEL W/Q-B0X-:2"W--DN-I—V- _ _ - ii \ ,9s L �� sions RISE, / H&CW _GAS GAS GAS ODP 2 W evi UP & DN 4" SAN UP & DN 3 If - G UP - - - - 2" VENT UP 31, VUP 4" ST TO DRY WELL 4 ST UP 3 �� _C_1l ICU I J J OFF-SET-DN 3 DOME -BOOST — _ -- =�- _------___ WH-1 3Y _ . _ ___ / 111 UJ-- - -- _ _ p - - - - - - - - . E I F — — — — — — — — i PUMP, BP-1 . j o I - CP-1 %" HWR UP ; I o } - - - - - - - - ' ST BELOW 2" W DN j ' seal & signature 4" SAN UP \ �N SLAB 1 " V RISE ___ LArp 4" SAN DNW 3 kV RISE � ° � '' • j D i I 3 «• 4" P i i i ST I GAS GAS GAS S GAS GAS GAS GAS GAS GAS GAS �E � E U & DN `GAS- � i GA --� � � / H&CW I ilii , , TO FIXTURES I ' ' I ey plan 11 -� i - 2 W UP - FD r1- J - / H&CW UP -- - - - - - - - _ 2' W UP - - - 4" SAN BELO l i �, 0 \ a 11 , � _ -- 2WDN w LAB 1 )/2" V RISE I I tient 3" V UP " H&CW UP Dana Ben Ari & Nikola Duravicevic XAII 82Washington Avenue CW UP 2" SUP rooklyn Y4 -HW-U � � Y 11205 — — — — — — Y1' ` " HWR UP v rchitects Shenton Architects LLP TO ISLAND SINK ABOVE 95 Plymouth Street Brooklyn Y 11201 E O- IL 8 Jay Street, #501 DOMESTIC WATER Yx1201 FILTRATION SYSTEM BY tructural engineer — — — TENSUI OR APPROVED ilman Associates i 2 Old Slip, 10th Floor EQUAL. MODEL TYPE I Y 10005 SPECIFIED IS CONTINGENT + UPON CIVIL ENGINEER mep engineer LS Consulting Engineers WATER ANALYSIS FROM 50 W. 30th Street ew York, NY 10001 WELL. ivil engineer + B Bennett I 0 Inkberry Street j ast Hampton Y 11937 - -� urveyor i j athan Corwin Land Surveyor 586 Main Rd. amesport Y 11947 i roject title Hast Marion House jRocky Point Road, East Marion, NY i drawing title 1 PLUMBING BASEMENT PLAN i tatus project no. ERMIT_ _ _ —drawn—by— /4" E009-01-001 cafe drawn by /4"= 1'-0" JP ate — — — —page — — 2,05.2016 3 of 7 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. - ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED Pm300100 OR IN ACCORDANCE WITH APPUCABLE CODES. 4,II dimensions to be checked :)n site. Do not scale. 2"W UP TO 21, W UP SH DR CW UP 4" SAN UP HW UP Y2" HWR UP 31, V UP 0- 4" SAN DN 2" V DN&RISE 01- 1 W DN 2" V RISE 2"SH DR IT Y2" H & CW Ild I , §i I TO FIXTURES 1713 2" W DN H&CW FROM BELOW 1" CW DN 7 _2 tit I 1" HW DN 0 HWR DN 'E ' I �� 4" SAN DN G DN 2" V RISE 3" V DN 11-J, if CW DN 2" W DN 4" SAN DN HW DN, HWR D 1/ VUP 2 Y__D N'-&R IS E 1 " H& X2 ///,,/feswl 2" W DN -evisions 2" W UP TO 2" V RISE SH DR X" H&CW Ll 71-7777710 ----- ---- -4' SAN-DN 31, V UP 3" V UP 11 CW Y2 CW UP seal & signat 3" V DN LAT CW DN '/4 HWR UP I V/I )/2 3"-S--T DN I I ILI X" HW DN "Y HWR DN 0 Ll 0 00 F <ey plan Y2" H&CW TO FIXTURES Ll E L L--------I I El 1_1 .......IBM, FROM .0 F 0 F 0 • C)) I YLT) -lient _1U P (2) 311ST 4" SAN UP Dana Ben Ari & Nikola Duravcevic 21, V UP 282 Washington Avenue Brooklyn NY 11205 orchitects 0 -DN Shenton Architects LLP 95 Plymouth Street 2 �Brooklyn11201 2" W DN 2" W DN (2) 3"ST UP CW DN Y Y2" HW DN O- IL X" H&CW 38 Jay Street, #501 TO KITCHEN ISLAND SINK. SEE DETAIL AND 3rooklyn FROM BELOW qY 11201 C RISER FOR PIPING LAYOUT. 3tructural engineer Silman Associates 32 Old Slip, 10th Floor �lew York NY 10005 0 mep engineer 2LS Consulting Engineers 50 W. 30th Street pll �Jew York, NY 10001 0 --ivil engineer DB Bennett 20 Inkberry Street k -zast Hampton V 11937 0 3urveyor qathan Corwin Land Surveyor 586 Main Rd. Jamesport NY 11947 A :)roject title ast Marion House Rocky Point Road, East Marion, NY Jrawing title PLUMBING 1ST FLOOR PLAN 'tatus project no. o aRMIT E009-01-001 le 11-01, dran wby 1/4"= BY ate page 2.05.2016 3 of 7 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON -n fl III n III n n 11 11 It I] If If OR TO BE CONSIDERED AS EITHER BEING APPROVED If OR IN ACCORDANCE WITH APPLICABLE CODES. Pm301 ■ 00 NI dimensions to be checked :)n site. Do not scale. 3" VENT TERMINATES 2 C&HW TO 3 2" W DN 5 6 THROUGH SIDE WALL. 7 8 FIXTURES COORDINATE WITH ARCHITECTURE. CW DN 4" SAN DN HW DN 2 V RISE 2" HWR DN 2" V DN 10 ------ 2" SHOWER DR I, Y2" C&HW TO YVENT TERMINATES FIXTURES THR6UGH SIDE WALL. COORDINATE WITH ARCHITECTURE. 3" V DN 3/4" CW DN -evisions HW DN HWRIt I I it 3eat & 3" VENT DN 3116, FD 0 0 3f'RF 3" VENT TERMINATES THROUGH SIDE WALL. <ey plan IIP COORDINATE WITH ¢ I ARCHITECTURE. oc :: COORDINA E DRAIN LO TIONS IientDana Ben Ari & Nikola Duravcevic WITH ARCHITECTURE. YP.) i 82 Washington Avenue 3rooklyn NY 11205 :irchitects Shenton Architects LLP 4"S DN 95 Plymouth Street rooklyn 2" V RISE Y 11201 SO- IL 38 Jay Street, #501 3rooklyn V 11201 structural engineer Silman Associates 32 Old Slip, 10th Floor New York 14Y 10005 ti mep engineer LS Consulting Engineers 150 W. 30th Street New York, NY 10001 -ivil engineer DB Bennett 20 Inkberry Street =ast Hampton NY 11937 surveyor Nathan Corwin Land Surveyor 586 Main Rd. Jamesport NY 11947 :)roject title East Marion House Rocky Point Road, East Marion, NY li Jrawing title PLUMBING 2ND FLOOR PLAN 'tatus project no. DERMIT E009-01-001 3cale drawn by /4'1= 1'-0" JP ate �a?e 2.05.2016 o 7 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED Pm302 , 00 OR IN ACCORDANCE WITH APPLICABLE CODES. II dimensions to be checked In site. Do not scale. iE I ' I I I I I � f T, , ! ' ! I I 7rTISI I . I . l . 11lllll , lll , ll I II \ \ II I I � II I I III ILII \ \ II I ► I , \ \ I \— I I\— \ �\ I lrt l l I �ri � Il � . lrt ISI � I III II I I ( I I I E III ( I I III ► I ILII I IIII I !II (II\( I = III evisions --- OPEN TO BELOW.SEE P302 DRAWING FOR STORM DRAINAGE. — -- — T1 — I I — — — I jif I i I I — E s eal & signatur 1 1 i � II \ ILII \ � I II \, � II \ I , ) � \ \ \ � ; ► I I I �� . ►I \ \ III \ ! SII l 11 \\ \ \ \ � �E I UJ yP �— e Ian7N --X11 \—I � Ili � , lrl , ll9l � � ll \} I \X\X N X N � � ► I � I a I _e L4L - - tient ana Ben Ari & Nikola Duravicevic 82 Washington Avenue \ \\\\ Brooklyn \ � i Y 11205 - - - rchitects \ \ \ henton Architects LLP 95 Plymouth Street Brooklyn NlY 11201 �— 8 Jay Street, #501 rooklyn Y 11201 tructural engineer I � ilman Associates 32- ewYork Old 10th Floor Y 10005 mep engineer I i Consulting Engineers 50 W. 30th Street 1 ! Nlew York, NY 10001 --ivil engineer DBBenne ® 0 Inkberry Street East Hampton Y 11937 11 I - - _ v urveyor 14athan Corwin Land Surveyor r--_ 586 Main Rd. amesport — I Y 11947 I i roject title I ast Marion House RockyPoint Road East Marion N Y i ; I drawing title _— PLUMBING ROOF PLAN I I I tatus project no. N N ERMIT _ _ E009-01-001 N .A cale drawn by I /4"= 1'-0" — JP — i ate page 2.05.2016 6 of 7 i2 3 4 3 17 I8 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED P=303 , 00 OR IN ACCORDANCE WITH APPLICABLE CODES. II dimensions to be checked n site. Do not scale. BALL VALVE(TYPICAL)� CHECK VALVE(TYPICAL) THERMOMETER , —_ RESURFACE CHIPPED OUT CENTER LINE WORK TABLE SINK FLUE(BY H&V AREAVVITH EPDXY CONCRETE CONTRACTOR) STRAINER FLUSH WITH FINISH FLOOR 2"BOW VENT ABOVE 1 3"x 3"SEAMLESS LEAD FLA COUNTER ASME T&P 1 i AMTROL FIXTURE OUTLET RELIEF THERM-X-TROL' ///—DRAIN COLLAR VALVE EXPANSION TANK-ST-12 q v 1 THERMOMETER v v e a' SINK DISHWASHER CIRCULATOR p d' d v I O O WITH AQUASTAT v v , a' A. A 2"WASTE CONTROL �,v' ° e. A v 4 A. FROM SINK \ Id a ° . d II I 1 AQUASTAT v ` ° DRAIN CUT AT 45° TERMINATEANGLE WITH 12'MIN. AIR GAP (TYP.) FINISH FLOOR I.J HOSE END LDRAINFLOORBODY SINK DRAIN VALVE PACK WITH MINERAL WOOL AND SLAB 2"VENT-SEE DWG.FOR DRAT CONTINUATION I ACCESS MANHOLE WITH WATERPROOFING COMPOUND F E- VALVE CORE DRILL OPENING 1/2"LARGER 2"VENT GALVANIZED STEEL ASTM A53 THAN DRAIN BODY 4"P TRAP CONNECT TO HOUSEKEEPING PAD 40 THREADED END DRAINAGE PIPING A_ 7�WASTE PIPE FD WITH • . .� CHECKVALVE FUNNEL�sj • • • NOTE: VACUUM BREAKER AIR GAP DRAIN TERMINATION AND 45°ANGLE CUT IS TYPICAL FOR ALL 2"WASTE NOTES: FOOD PREP SINKS.BAR SINKS SHALL BE HARD CONNECTED TO -SEE DWG. SANITARY SYSTEM.BOW VENT SHALL BE FOR ALL ISLAND SINKS. FOR CONTINUATION 1. WATERPROOF EXISTING FLOOR OF ROOM WHERE FLOOR DRAIN IS TO BE LOCATED USING THOROSEAL SEALANT OR APPROVED EQUAL. SCHEMATIC SCHEMATIC FOR PROPANE FIRED WATER HEATER 2 FLOOR DRAIN INSTALLATION 3 BOW VENT FOR ISLAND SINKS DETAIL 4 DISHWASHER & SINK INSTALLATION SCALE: NTS SCALE: NTS ISCALE: NTS SCALE: NTS STD.WEIGHT STEEL PIPE SLEEVE OF SIZE FOR CONTINUATION AND TERMINATE SLEEVE FLUSH TO PASS PIPE AND SIZE,SEE FLOOR PLAN WITH FINISHED WALL SURFACES INSULATION PIPE AND INSULATION I TO BE CENTERED IN SEAL OR CAULK SLEEVE SLEEVE-DO NOT GATE(OR BALL)VALVE THRU FIRE WALLS INA •♦'•'i•'♦'•'i•'•'•'•'i.'.'.'.'.'.':+'+'•'+'r'•i— . SUPPORT PIPE FROM - - - - - - - - - - - - - - - - - - - - - - - - SMOKE TIGHT MANNER SLEEVE CONCRETE ANCHOR HI TI-KWICK BOLT, CHECK VALVE SAN.STACK O I� _ _ _ SERIES HDI,OR APPRO ED EQUAL. RAIN LEADER I INSTALLATION SHALL BlE IN ACCORDANCE WITH 0 THE MANUFACTURER'S RECOMMENDATION • • • • • r • • ♦ ♦ ♦ ♦ ♦ ♦ • • • • ♦ • • • • • • • DIAL TYPE PRESSURE • • • • + + + ♦ ♦ + + + + + ... ....♦ + ♦ + r + + I FINISHED ESCUTCHEON ;., EXISTING WF STEEL MEMa< GAUGE(0-100 Psig) I� COLUMN e.i+. t' "C"CLA \ PLATE FLUSH AGAINST !. COLUMN ENCLOSUREI WALL AND OF SIZE TO r� �,�: I GAUGE COCK FINISHED WALL SURFACE COMPLETELY COVER ��•••' II OPENING UNION II FLOOR CONCRETE CLAB CLEANOUT TEE WIT COUPLER STEEL RE TRAINING S CONCEALED PIPING PIPING EXPOSED TO VIEW evisions III ACCESS COVER.JAY R. INTERIOR WALLS THREADED ROB THREADED ROD IN-LINE CIRCULATING PUMP SMITH FIG.4531 II ROD(SIZE AS REQUIRED) (SEE PUMP SCHEDULE) LONG RADIUS ELB II GALVANIZED ME _ _ GALVANIZED METAL SHIELD FOR PIPING SHIELD FOR PIPING �. �. SEALING AND ANCHORING '�• • = FINISHED WALL I I • e� III • �� • v COLLAR • ; i SURFACE WITH INSULATION s CLEVIS HANG — ' WITH INSULATION _ . INSULATION— INSULATION I I — SEAL SLEEVE WITH SEAL WATERTIGHT WITH TIGHTLY PACKED WATER PIPIN VENT/WASTE/S WATER PIPING I I III I I MASTIC OR ASPHALT OAKUM&POURED LEAD PIPE a <• CENTER PIPE IN SLEEVE l COAT EXTERIOR STORM OR-----j d e A ae ; __ I e RJJR,F_ACES WITH SAN.DRAIN TAR COMPOUND v • III I I NOTES: REDUCING TEE(OR TEST PLUG seal & signature FOOTING —III I I= FOR INSERTION OF GAUGE) I 1.CLEVIS HANGERS REQUIRED ON PIPING LARGER THAN 1" NP�ar STANDARD WEIGHT STEEL LATjt� , PIPE SLEEVE INSTALLED ' • . Q� ' DURING WALL CONSTRUCTION 4r CONTINUOUS WELD AQUASTAT(IF REQUIRED BY NOTES EXTERIOR WALLS CODE)FOR CONTROL OF PUMP 1.PIPE SLEEVE FOR EXTERIOR WALL ABOVE OR BELOW GRADE. 2.FOR GAS SERVICE,EXTEND SLEEVE 1"PAST INSIDE FACE OF �✓ &4"PAST OUTSIDE FACE OF WALL. a l Lf�l FLOW 5 LEADER OR SANITARY STACK BASE 6 TYPICAL PIPE SLEEVES THRU WALL 7 TYPICAL HANGER DETAILS I $ CIRCULATING PUMP ey plan SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 70OF -.�.. ROOF 641 1 11 11 11 NOTE: PAVILION ROOF DRAINAGE TO FALL OFF I III I ff ffZ" DIRECTLY FROM ROOF TO GROUND DRAINAGE.ALL BT LAV LAV WC C I i I 1 1 I I ROOF RUNOFF TO BE SENT TO DRYWELL SEE ROOF TERRACE ( 1 III W y„ I i y" Y" I I 1 I , I }�" LAV LAV BT ARCHITECTURAL AND CIVIL DRAWINGS. I I __J III I I SECOND' 00F i I 1� �j — �I I SECOND FLOOR _ 4"RD 4"OFD_4"OFD 4"RD _ II I L tient Dana Ben Ari & Nikola Duravicevic 82 Washington Avenue Brooklyn n f# Y BT I I LAV LAV WC 1 1 1 1 LAV LAV I I SH BT WC I I 1 1 11 1 , 1 I I WC LAV SK DW SK 4" „ SH I I III III L ., �,. „ I I Y 11205 III ,/11 � y 1 I I �_ I 1 1 J�1' 4, rc sec s =!''ST=LOCR — 1 I 1 1 FRsrFLOOR Shenton Architects LLP 1 1 1 � I� I FROM CIVIL WELL _ _ — _ __r I _ —�� I _ _ I 1 — �_ _y__�7 95 Plymouth Street WATER TANK.SEE _ - - - - �__—__—__—_ CIVIL DRAWINGS .�v..1—___—_ __—r-------� Brooklyn FOR CONTINUATION ,1Y 11201 1 I i I�.� 1 WH-1 SEE DETAILS AND j I SK WM l I WC LAV SK 41, 8 Jay Street, #501 MANUFACTURER LITERATURE J�” y„ �-J�" }�" 12„ rook) n FOR CONNECTIONS L-- Y GPOL!ND _ GROUND Y 11201 TO DRY WELL. \` SEE CIVIL 4' 4" tructural engineer DOMESTIC WATER DOMESTIC WATER FILTRATION SYSTEM BY TENSUI OR DRAWINGS FOR BOOSTER PUMP(BP-1) APPROVED EQUAL.MODEL TYPE SPECIFIED IS CONTINGENT CONTINUATION. Silman Associates UPON CIVIL ENGINEER WATER ANALYSIS FROM WELL. 32 Old Slip, 10th Floor ew York 125 GALLON STEEL DOMESTIC TANK Y 10005 DOMESTIC WATER RISER DIAGRAM STORM RISER DIAGRAM mep engineer LS Consulting Engineers 50 W. 30th Street ew York, NY 10001 �nO•F n OOF — �SI EWAOUGH SIDEWAOUGH�— SIDEWAOUGH�— — LAV I LAV 2" LAV LAV I I I ivil engineer B Bennett I WC we 0 Inkberry Street I I ( I rL;-OR A 2"BTD 2.. - BTD 2 4� I 3cCOP:�FLO'D� ast Hampton Y 11937 L I _ — _4,. _ surveyor C T X41 F 1 2"� AV LAV I I � � LAV LAV 2" LAV I I I I _ athan Corwin Land Surveyor sK sK I Jamesport 586 Main Rd. WC I I I I 4" I I FIREPLACE STOVE Y 11947 _ I WC DW I WC 80 CFH 203 CFH F!P$T F OOR 2"BTD 2"SHD 2"SHD 2"BTD FIPST FLOOR _ � — z° roject title 4" 2 2" 4" PROPANE 4 SERVICE FROMTANK. ijej�2 IFOR SEECIVIL 76 CFH 35 CFH "r ayP Marion House oc1,�'Point Road, East Marion, NY WM SK � � � � 4 I LAV SK I 2CONTINUATION. WH-1 DRYER drawing title I I I I WC r�nL `l 2 COOP 3"FD 3"FD 2" PL SHD COOP GROUND U M B I N G TO SEPTIC TANK. 4" 4" 4" 24" 24"4" RISER DIAGRAM 4 SEE CIVIL 4 4" ., DRAWINGS FOR 4" 4" 4" 4" AND DETAILS CONTINUATION. c� tatus project no. ERMIT E009-01-001 Cale drawn by SANITARY RISER DIAGRAM PROPANE RISER DIAGRAM N.T.S. JP ate page 2.05.2016 7 of 7 THIS PLAN IS APPROVED ONLY FOR WORK INDICATED drawing no. ON THE APPUCA11ON SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE REUED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPUCABLE CODES. P=501 , 0 All dimensions to be checked on site.Oo not scale. 46 48 1 \ Long Island Sound = 1 \ 50 \ 52 / i \ 56 \ 58 60 1 \\ 62�___ Rosenburg Road 64 1 \ 66 1{. 64 6260 / '4 \ I o I a Property line - / 1 I M I — o i Vegetated buffer — Toe of slope V boundary ---- o \. r --- -- Top of bluff - -- Coastal erosion / hazard line Q / Contour lines - - I (2'Interval) 20 co1 / o 1 34 1 / I 30 ` / � 1 34 1 32 36 1 - Condenser units 38 / (Refer to M-601) 40 1 / 42 \ / EL. +54'-6" I revisions 44 1 / 1 `9 A08.28.17 Revisions to Permit set / Existing boulders - o 46 i -- Set-back ' I 1 / boundary - ---- Retaining walls I _ II -- . Vegetated buffer seal&signature �- Property line 48 - __ ----- --- 164- � - 5, 6 1 1 -' -Al o Q _ _ House,, - E 64'-6 'Main key plan 112 - 25g_11 _ , 0 -- EL. +54'-6" Exterior walkway ----- _ +5 -EL 3. 0.. so' _ EL.+54-0 - Existing partially Concrete walk = se boulders ` � exposed bould s -= ` client Dana Ben Ari&Nikola Duravicevic I` - - 282 Washington Avenue l � n j Brooklyn NY 11205 1 ` EL. + 43'-0° 1 architects � 1 -- Retaining walls - _ ai _ Shenton Architects LLP 1 ,1 F]L 195 Plymouth Street Brooklyn - J l NY 11201 1 _ SO- IL -- 320 Livingston Street,2nd FI. Brooklyn NY 11217 114.2112 - structural engineer Silman Associates - = 32 Old Slip, 10th Floor r - r New York Garage Forecourt NY 10005 -- Electrical transformer * mep engineer - by others Proposed driveway - Generator unit 2LS Consulting Engineers _ (Refer to M-601.00) 150 West 30th Street 1 ' 1 1 ! arage New York 0 G , 1l NY 10001 Existing rock pile civil engineer DB Bennett 20 Inkberry Street 1 East Hampton 1 NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. i Jamesport NY 11947 project title 50 East Marion House Rocky Point Road, East Marion, NY P drawing title 1 ` Enlarged Site Plan 52 status project n. .................. � 1 1 - Permit � scale .e_ � �� _ 1 20 0 drawn y `1 1 1 SA date 03.15.2016 page 1 1 , drawing no. 4 ` 1 AUG 3 1 2017 DD 5 1 moi' ..- ' _ A-002 . n apathway 2T . 1 U p ved 1 -r 1 ! 1TOWN OF 5OUTHOLD All dimensions to be checked on site.Do not scale. `i i i 'V CG-2 Reinforced concrete { walkway (EMawa) --- CC-3 Board formed reinforced concrete 'I parapet wall I CC-3 Board formed reinforced concrete retaining wall T.O.wall 4"above grade beyond Ground Floor RETAINING WALL SCHEDULE I I - -- --- -- - CONCRETE WALL AND BASE DIMENSIONS STEM REINFORCING BASE REINFORCING ---=j -4— z HEIGHT OF STEM B! ; ;l - _ DEPTH H WIDTH OF ,"ORETAINED THICKNESS TOE (B) HEEL ( ) LW„ ".Lb" .E." C) (Abase) BASE (W) : (Asem) 0' to 3'-0" 0'-10" 1'-0" 0' 10•. „ „ @ „ ,. ", „ 1 -0112-8 #4@16 o/c #5@12" o/c #5@12 o/c #5@12 o/c #5@12 o/c I I N 0'-101'-01'-03'-0" to 6-0" -10 #4@12"o/c #5@12" o/C #5@12" o/c #5@12" o/c #5@12" o/c Basement 6'-0" to 9'-0" 1'-0" 1'-6" 1'-6" 4'-6" 7'-0" #6 12" o/c #5 12" o/c #6 12" o/c #5 12"' o/c #5 12" o/c - @ @ @ @ @ EL. -11'-0" LFT • 9'-0" to 12'-0" 1'-0" 1'-6" 2'-0" 7'-0" 10'-0" #8@12" o/c #5@12" o/c #6@12" o/c #5@12" o/c #5@12" o/c revisions 53 , ---- -- -- - -- CC-2 Reinforced concrete walkway (Engawa) CC-3 Board Basement Retaining Walls: East Elevation reinforced on parapet wall seal&signature 52 1 005 ----- 51 . 50 49 48 Wall mounted Footspray 47 key Plan Exterior wood decking 46 -� 005 CC-3 Board formed - --� reinforced concrete retaining wall - I i EL. -11 -0 ®� 30 E L. 46 4" I i I client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue CC-2 Reinforced concrete - -- - - Wall mounted hose bib Brooklyn walkway (Engawa) y --- --- - NY 11205 CC-3 Board formed reinforced concrete --:_. _—_.� 45 architects parapet wall Shenton Architects LLP 195 Plymouth Street �- re nfor e oard d on�reted ,-0 �� Brookyn NY 111201 retaining wall I EL. +3 -- --(57'-0") SO- IL 320 Livingston Street,2nd FI. 44 Brooklyn T.O.wall4"above EL'- +0'-Q" NY 11217 grade beyond structural engineer Ground Floor ,�'� Silman Associates 32 Old Slip, 10th Floor - =---- "-0 ' EL. +0 'L Q. New York NY 1 005 i mep engineer 2LS Consulting Engineers 150 West 30th Street `-" New York ; 0o iz I j NY 10001 ` civil engineer DB Bennett i 20 Inkberry Street I 53 52 51 50 . 49 48 ' 47 46 East Hampton t ! ; NY 11937 surveyor --_ N Basement n e at an Orwin Land Surveyor o I - EL. -11'-0" 1586 Main Rd. iv Jamesport •-- _ NY 11947 � EL. +45'-4" 4" project title East Marion House Rocky Point Road, East Marion, NY 45 44 drawing title Basement Retaining Walls Enlarged Plan & Elevations 2 Basement Retaining Walls: West Elevation 1 Basement Retaining Walls: Enlarged Plan status Permit Project no. 1410 scale 1/4" = 1'-0" drawn by SA date 08.28.2017 page drawing no. A-003 . 00 All dimensions to be checked on site.Do not scale. f-- \ -r C7 TL J fes. pie 11 � 4r' L •., r s - - IT— l� t I I 01 V - �r I ' _. ... -• .�'\ I! I `41�' rrs., ,J>„ d' 1 t-'i �'- � �, _�r-.,.-, ff ? -r ,I � � -'-- _ � 'L. i J � I � _f--, - fJ -t-. ,� / i _ i. •'-1 a.. T.O.wall 4"above grade beyond _ C. r; C-3 Board formed -\-- -- ------------- - ---- - ----- ----- --- - — __ reinforced concrete retalnm ------ - walls --- --- - - - — ---— -- - -------------- -----_- -----------------------------i- ---- ---- - - -- - - - -------------I ------------------ ------- ------_ ----- - - -- -=----=-- . t E i i - -- - -- - - -- - - - - i I _ --- ------- _ - -- -- -- --- -- - - o i M' I i - - i E Ii I I F! I 3 i I ! I E I I I I I cV iV O, O 2 NE Quadrant Retaining Walls: Elevation revisions - seal&signature 60 — - 59 5g — - 61 ' I ' 005 ' - .. 5 <-b5 1 CC-2.Reinforced E -- TT - '� concrete steps 3 - _ - -- — _ 56 cr _ - 6 - -- - flse`;s key plan 60 UP 7 N Cl)L - CC-3 Board for - CO: 005 55 formed EL. +60'-0" reinforced concrete retaining walls N w ® ® ' 54 I at3�. ,� � " N i L EL. 56-10 EL. +54'-6" - t 59 _ N 1 co EL. +53'-0" +r client Dana Ben Ari&Nikola Duravicevic 282 Washington Avenue Brooklyn NY 11205 \ EL. +54'-0" architects Shenton Architects LLP 58 195 Plymouth Street Brooklyn NY 11201 SO-IL 320 Livingston Street,2nd FI. Brooklyn NY 11217 structural engineer Silman 57 ?� ciates 32 Old Slip, 10th Floor ry, New York S� NY 10005 mep engineer 2LS Consulting Engineers 150 West 30th Street New York \ � \ 56 NY 10001 civil engineer DB Bennett \' 20 Inkberry Street aEast Hampton \' \ NY 11937 surveyor Nathan Corwin Land Surveyor 1586 Main Rd. 55 EL. +54'-6" \ \`, Jamesport \ \ NY 11947 \� project title 54 � ;' East Marion House Rocky Point Road, East Marion, NY drawing title NE Quadrant Retaining Walls Enlarged Plan & Elevation 1 NE Quadrant Retaining Walls: Enlarged Plan status Permit project no. 1410 scale 1/4" = 1'-0" drawn by SA date 08.28.2017 page drawing no. A-004 . 00 All dimensions to be checked on site.Do not scale. , ✓,� ' Slope top of back 1 to grade 1,8"/ft. Min.3" concrete over rebar ° Sloe top of back to grade V8"/ft. _, CC-2 Reinforced concrete steps '- #4 Reinforcing bars @ 12" O.C. Slope top of back ® J to steps 1B"/ft. `. `✓ L1` -1 I � Min.3" concrete C -- over rebar �- CC-3 Board formed C ° °• - ` ..° ' - D `-° ' r _uo ° 1 I, ,, , I, ,l ilCl' �C�� - parapet wall reinforced concrete C P P to grade adeplBf back J CC-3 Board formed reinforced concrete -� ` _ ____ - c� �. I -- --� i I' _ - parapet wall _I i _' l -'' - n -�- d __, -#6 Reinforcing bars - -- _ #8 Reinforcing bars Min.3" concrete - #4 cin orcin ars �I - .I _ @12" O.C.0. - over rebar reinforced concrete - @6 ReOInorcin bars_- = g t - - - #5 Reinforcing bars parapet wall �= - #5 Reinforcing bars @12" i bars @12" O.C. _ - - - T s-- @ 2 O.C. --- #4 Dowels 12" O.C. #� Dow Is 12" .0 -.l '.I - - 12" @ _ - - - @ Reinforcing Cbars -- I � I - - _ Crushed stone - � I _ � I T co — Crushed stone o ' "� - cV l - #8 Reinforcing bars Foundation drain -- Crushed stone h - (V Foundation drain g 0 #5 Dowels @16" O.C.- @12 O.C. - - Foundation drain #6 Reinforcing bars _ _ i, i ars I � @ 2 O C Reinforcing bars ' 9 b ' � I #6 Reinforcing 1 #5 Reinforc•n - - - -, - @12" O.C. 3ff @12" O.C. ° ° ° ° o ° ° ° - 1 0--____ © _ - - - - - 0 1 I o 0 0 1 ° o 0 0 0 Concrete footing,refer 1 --Concrete footing, refer T ° "I I Concrete footing, refer / ° __ -_ ° o o to chart on A-003 /° ° to chart on A-003 -- - 1 /° to chart on A-03 I #5 Reinforcing bars @12" O.C. - - - #5 Reinforcing bars @12" O.C. #5 Reinforcing bars #5 Reinforcing bars - #5 Reinforcing bars --- #5 Reinforcing bars - -- @12" O.C. @12" O.C. @12" O.C. 912" O.C, Min.3" concrete Min.3" concrete J Min.3" concrete over rebar over rebar over rebar --- - -- 1'-01, 10" 3'-0" T-0" -- -- V-0" " Off - f_ " 10" 3'-0" _ Off _0�� •---- . .-- - --- --- - - • - - -- . --- - - - : --- -- . --- - - - - - -- 1 ---�- - :-- - ---- - revisions 1 • - -- - -- - - - -- - 9'-211 ------ - --- -- 4'-10" 4'-10"1 6 North East Quadrant Retaining Wall Detail 5 North East Quadrant Retaining Wall Detail 4 North -East Quadrant Retaining Wall Detail seal&signature --- - - Slope top of back to grade V8"/ft. - - key plan - r Min.3" concrete - ----- --- over rebar CC-3 Board formed r - CC-2 Reinforced reinforced concrete concrete steps w.1" - parapet wall ; radiused nosings I �,_- ----'=i-'- '.-,f-li ,,- __�- :l. 1,-,' -�'- • i i i - _ Jh client Dana Ben Ari& Nikola Duravicevic i 282 Washington Avenue i - - - - Brooklyn k = - ° J 1 NY 11205 jr Outline of wall beyond . architects ------- _ ---- -------- - ---- ------ -- - -- --- -'1.�=_'_ �=ll _ Shenton Architects LLP f `I__ -„' Br Brooklyn Plymouth Street - - _ _r="- _- � ,� NY 11201 #4 Continous SO_ IL reinforcingnosing bar _ T - _ " _ - - _ l 320 Livingston Street,2nd FI. 9 - - ® Brooklyn _ - - NY 11217 I #4 Reinforcingbars - ° I - :°� 1- - ,, I � _ ,� __ I - 12” O.C. __2 #5 Reinforcing bars @12" O.C.7 structural engineer - ih Silman Associates 1_O' - 32 Old Slip, 10th Floor #8 Reinforcing bars @12" O.C. 77111 ✓. I � � — Slope top of back I - ' _ __ ___ -' - ,- -, , - _ i New York ~' - to grade 1B"/ft. CC-0 Board formed - I �I = i' I NY 10005 4 Reinforcing bars ` reinforced concrete _- 9 - m engineer -�_ ®- - - � e e neer 1 P 9 ° 12" O.C. � parapet wall i Min.3" concrete - =f=,' r 150 West 30th Street 2LS Consulting Engineers over rebar WD-3 Wood decking on C`l ','_,' , J I-k) New York CC-3 Board formed Concrete footing, refer— pressure treated 2x sleepers NY 10001 .1 to chart on A-003 °!l, ,;' _ _„_. ��''•.� _-.'_ _ reinforced concrete f parapet wall ° r• ° iv --- -#5 Reinforcing bars Concrete slab on grade, r _; -.'_ _r„- civil engineer r refer to S-201.01 -_ �' r. r @12” O.C. _'_', }� ,,_'_,;-��u_•„-- ' DB Bennett #4 Reinforcing bars �� - ' ”- -' =";'C ' 20 Inkbeny Street '` 16" O.C. ° _ ,' ,-J( Concrete footing,refer r)C' to chart on A-003 East Hampton D NY 11937 L� ,J =- _ �,=--,,. ,,�.____ .��;- -,�, -- surveyor ° ° o #4 Dowels @12" O.C.— JI-)J T'- _ ° -"_ '- ';-,'a,,; - -_'_ .-------Crushed stone Y ,IL ,=" C -( A f \f Nathan Corwin Land Surveyor , _ �,�-,—(`d ,1 , D ° D - Crushed stone `�=y C�`__'' 1586 Main Rd. Foundation drain iv #8 Dowels @12" O.C. - -'-' _ - _ NY 119 7 � �I I I ; '- -Foundation drain NY 11947 #5 Reinforcing bars — ° '-,,'jo�l ---#5 Reinforcing bars ®'' C` C project title @12" O.C. CC = _``� C _ �C__=1-�- "" _, @12" O.C. #5 Reinforcing bars r _` J_ ` I - C" -- -#6 Reinforcing bars 912" O.C. @12" O.C. � � '=1, ,' � '-'_ �- East Marion House Rock Point Road, East Marion NY r ca! #5' Reinforcing bars @12" O.C. cD ,° - ° #5 Reinforcing bars 12" O.C. 1- @ 9 [ G f• G C G D f D D 1 G G f r C C D ° D ° G ° �-_Concrete footing, refer LL drawing title Concrete footing, refer to chart on A-003 V. - G D G to `chart on A403 ] D ' f ° ° [ ° f ° C ° r ° ° ° [. ° ° D ° ° t t• ° r ° ° ( ° ( �f,. -�- ' °, .. ° . y ,. ° ° J 4 � ] .. ° .. � � L °� °4 � J J Retaining Wall Details Min.3" concrete Min.3" concrete - - -- - ---- over rebar ------- 1 over rebar --_--- -_.-- -- ------ 1" 10" 5'-2" 10" 1'-6" 1'-0" 4'-6" 2'-0" 1'-0" 7'_O" status project no. --+• 11- -� I------ -1 --1-- -�---- - — ----�- Permit 1410 6'-11" 7'-0" • -- - 10'-0" _- 1 scale 314" = 1 1-0° drawn by SA 3 North East Quadrant Retaining Wall Detail 2 Basement Retaining Wall Detail 1 Basement Retaining Wall Detail date 08.28.2017 page — drawing no. A-005 . 00