The URL can be used to link to this page

Home My WebLink About50250-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE t SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50250 Date: 1/24/2024 Permission is hereby granted to: Meadows @ Greenport LLC a/o James Neisloss 101 Sunnyside Blvd Ste 105 Plainview, NY 11803 To: construct single-family dwelling as applied for per DEC Non-Jurisdiction letter,Trustees Non-Jurisdiction letter&SCHD approval. At premises located at: 1360 Ninth St,Greenport SCTM#473889 Sec/Block/Lot#45.-6-9.3 Pursuant to application dated 11/20/2023 and approved by the Building Inspector. To expire on 7/25/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,960.00 CO-NEW DWELLING $100.00 Total: $2,060.00 Building Inspector �� ursucxr TOWN OF SOUTHOLD—BUILDING DEPARTMENT .. Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 Telephone(631)765-1802 Fax(631)765-9502 t�ttps'iiv'+voutholdtownno Date Received APPLICATION FOR BUILDING PERMIT For Office use Only ��. E � E E PERMIT N0. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:7/25/2023 OWNER(S)OF PROPERTY: Name:Abigail Nitka SCTM#1000-45.-6-9.3 Project Address:1360 9th Street, Greenport, NY, 11944 Phone#:917-969-5706 Email:abigail.nitka@gmail.com Mailing Address:165 N 10th Street, Brooklyn, NY 11211 CONTACT PERSON: Name:Ted Baab, Design Consultant, BARB LLC Mailing Address:234 South Main Street#403, Middletown, CT 06457 Phone#:202-236-8036 Email:ted@baab.work ._--------__ DESIGN PROFESSIONAL INFORMATION: Name:Ulgur Aydin, PE(Professional of Record) Mailing Address:KS Construction Group, 136 N 10th St, Brooklyn, NY 11249 Phone#:917-374-4832 Email:ulguraydin@gmail.com CONTRACTOR INFORMATION: Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION r�New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [-]Other $ Will the lot be re-graded? MYes El No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION Existing use of property:Vacant Intended use of property:Single Family Residence Zone or use district in which premises is situated; Are there any covenants and restrictions with respect to R-40 this property? Dyes®No IF YES,PROVIDE A COPY. ®Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.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,alterations orfor 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(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law. Application Submitted By(print nam ):Ted Baab, Design Consultant Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) l SS: COUNTY OF KINGS ) Ted Baab, Design Consultant being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe Authorized Agent (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this y day of 1 4fAA PZ ,20 Notary Public DENIZ DINCER NOTARY PUBLIC-STATE OF NEW YORK No.01 D1642'oOAD PROPERTY OWNER AUTHORIZATION o ai,radmKm9gco�nly (Where the applicant isnot the owner)My Commission Expires 12.06.2026 Abigail Nitka residing at 165 N 10th Street, Brooklyn NY 11211 I, Ted Baab' Design Consultant do hereby authorize to apply on my behalfrtg the Town of Southold Building Department for approval as described herein. i Alai, Owner's Signature I hate Print O er's Name 2 Builtling Department Application AUTHORIZATION (Where the Applicant is not the Owner) 1 Abigail Nitka residing at 165 North loth Street,Brooklyn, NY 11211 (Print property owner's name) (Mailing Address) do hereby authorize Ted Baab,Design Consultant (Agent) to apply on my behalf to the Southold Building Department. z % (Owner's Signature) I(Dat Abigail Nitka (Print Owner's Name) Scott A. Russell ST{OI1KI��IWA IEI SUPERVISOR { MANNGr]ENCENT SOUTHOLD TOWN HALL-P.O.Box 11791, t 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town DSoutl2old l CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL P'OR14 (APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT :} ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER.) - - - - - - - - -- — _ - - _ _ - - - - - - _ APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Ted Baab,Design Consultant[Agent] Date: 7/26/2023 :, tprynP Cotltact Information: ted@baab.work,202-236-8036 ;- 11:41ai18leleplinne Numhtli - - Property Address / Location of Construction Site: 1360 9th Street,Greenport,NY 11944 S.C.T.M. #: 1000 District 45 6 9.3 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT' Area of Disturbance is less than I Aci e. No S.P.D.E.S.Pert is Re Mired! I' ®- Project does Not Discharge to Waters of the State. No S P.D.E.S.Permit is Required! - Area of Disturbance is Greater than I Acre&Storm-Nater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a Building Permit. - Area of Disturbance is Greater than I Acre&Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT Mi ST_ OBTAIN a S P.D.E.S.Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Reviewed By: �� Date: 1� �I 1 ✓ MRM + CMCP-Tr1C(lrrnha MIM '_ J c I( %1 MAIN ROAD—N.Y._225 mar ... d� xrneu «wa m. m 3 � Nfl MF By Emem.. .w.n r mFc C � SCURS APPROVAL P A p f c i sa-oa A"s ;rvnv w yr i R a +r vm�w i i (- F2F,r.-or CJMI'V 5 DATE jjln HS,, ReF hJn nao H RE IEUAW FS .A v fXPIRPS 1FdRGC YFV2S FF C7t ph[F M FFFY(}UOV hl �S l fc e snxiTA[tY xousx f �icy nc� Caxxscno�x Pcw�ne ®-.®-- Telephone(631)765-1802 Town Hall Annex rRVnl Fax F 631 765-9502 54375 Main Road ( ? P.O.Box 1179 ` Southold,NY 11971-0959 ' 3` s BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: 7/25/2023 Owner: Abigail Nitka, 165 N 10th Street,Brooklyn,NY 11211 Location of Property: 1360 9th Street,Greenport,NY 11944 Please take notice that the(check applicable line): x New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) x Pre-engineered woad construction(PW) Timber construction(TC) in the following location(s)(check applicable line): Floor framing,including girders and beams(F) Roof framing(R) X Floor and roof framing(FR) Signature: Name(person su_(: lrtg this form}. Ted Baab,Design Consultant Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 NEW YORK STATE DEPARTMENT OFENVIRONMENTAL CONSERVATION oiM,i.n /Envi,=r—=*/w""its.Regi` SUNY=o.ny B"�k,svo"/"n"ad�smnva.ock,mv,nyn mas»44^mm/pk621)A4,1-0360 LETTER OFNOJURISDICTION: TIDAL WETLANDS ACT & NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION Aph| 20. 2023 Abigai| Nitko 1G5North 1O* St. Bmok|yn, NY 11211 Re: DEC# 1473n'04943/00001 NitkaPmperty: 13OONinth Street SCTM#1OUU~45-O-S�3 Dear Applicant: Based nnthe information you submitted thoDepartmnntofEnvinunmante|Conmonmtm^ has determined that the portion of the subject property landward of the line labeled "DEC Tidal Wetlands Jurisdictional Line(10 foot contour)", as shown on the plans prepared by UIgur Aydin, dated 212412023,as referenced on the survey prepared by Kenneth H. Beckman, L.S., last revsed 2/11712023 is beyond the jurisdiction of Article 25 (Tidal Wetlands).Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above,without a permit. 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 which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area) or erecting a temporary fence, barrier, or hay bale berm- Please bemdviaedd`atDEChaedooumontwdthmaummernnou,,mnceofthoNodhorn Long Eared Bat(NLEB) (Myotis septentrionalis), a species listed as "threatened" by both New York State and the US Fish &Wildlife Service, within 1.5 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the"take"of these endangered/threatened speciennrthoirhabitatvvithinthemeaningofEnvimnmenta| ConuemadonLuw(ECL) b11'535 The term''take^ is defined in part uothe direct killing o/injury ofindividual members of protected opeoinn, interference with midoa| breeding, foruging, migratory nrother essential behaviors, orthe adverse modification ofthe species' habitat.The 'Yake' ofaspecies listed ao endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL§11-535. In order to avoid an Endangered Species "take,"we recommend that no tree cutting activities be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at(631)444-0310. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sinc erely, Kevin Kispert Permit Administrator cc: Ted Baab, Design Consultant BMHP Wildlife file Town Hall Annex Glenn Goldsmith,President ` /_ 54375 Route 25 A.Nicholas Erupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly 5= Telephone(631)765-1892 Elizabeth Peeples ar Fax(631)765-6641 1- BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 19,2023 Ted Baab 277 Washington Avenue,#3G Brooklyn,NY 11205 RE: HILMI ULGUR AYDIN&ABIGAIL NITKA 1360 NINTH STREET,GREENPORT SCTM#1000-45-6-9.3 Dear Mr.Baab: The Southold Town Board of Trustees reviewed the site plans prepared by Daniel Patrick Hurley, PE,last dated May 17, 2023, and the site plan prepared by Ted Baab,Design Consultant,received on July 3,2023 and determined that the proposed construction of a new single story dwelling,permeable driveway and paver/gravel paths,paverigravel patios,outdoor shower,drywells for stormwater control,and removing 15 trees is proposed out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised,however,that no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary,or within 100'landward from the edge of vegetated wetlands,without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the 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 may result 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. This determination is not a determination from any other agency. Sincerely, Glenn Goldsmith,President GG:ec Project: Greenport House 1360 9th Street �. [�07j, s Greenport, NY 11944 r, Design Consultant: �.. y `Cz 234 South Main St#403 ((( Middletown, CT 06457,T: 202-236-8036 o Professional of Record j I i Ulgur Aydin, PE - $ 1 KSK Construction Group LJ 136 N 10th St, Brooklyn, NY 11249 Owner: Abigail Nitka 165 North 10th Street Brooklyn, NY 11211 Y1177, Structural Engineer Silman s 32 Old Slip, 10th Floor mo ) / [I CO) New York, NY 10005,T: 212-620-7970 374.:. MEP Engineer: EP Engineering 110 William St New York, NY 11038 rl hi i Landscape Architect s Nishiel Patel Design Office _1? _. 372 Jefferson Ave Brooklyn, NY Civil Engineer: Subsurface Specialists Inc 105 Maxess Road, Suite 124 Melville, NY 11747 T: 631-980-3912 .f I This document is an instrument of professional service. It is intended for use only as drawn and noted. Contractor shall verify all dimensions. N Drawing List Sheet Number Sheet Name A-00013 Title Sheet - Building Dept A-001 Project Information A-010 Site Plan A-020 Assembly Types A-030 Schedules l! A-100 Construction Plan - Foundation A-110 Construction Plan - First FI A-120 Construction Plan - Roof A-130 Electrical Plan - First FI A-151 Ceiling Plan - First FI A-200 Elevations - Exterior A-201 Elevations Exterior A-300 Sections al ! A-301 Sections A-302 Sections A-303 Sections L EN001 Energy Compliance - m liance - ResCheck Seal &Signature: I a No. Description Date 1 Issue for Pricing 9/14/2022 Title Sheet-Building Dept ®®®® ` Q Project: Greenport House 1360 9th Street Greenport, NY 11944 SITE 8i JURISDICTION INFORMATION ENVIRONMENTAL INFORMATION MAPS GENERAL NOTES Design Consultant: Address: 1360 9th Street, Greenport, NY 11944 New York State Department of Environmental Conservation (NYSDEC) requirements of the New York State Environmetal Conservation, BAAB, LLC Tax Parcel: 1000-45.-6-9.3 1. d All work shall conform to the 03 Lot Area: 1.60 acres/69,176 SF ;. _ .. _• Building Code, ire Department regulations, utility r q requirements,, and the best tra a Middletown, T 0645 . 202 236 8036 pracV•' � � 1 . '�'' �+� � e F' u�it a u' s a 234 South Main St 4 NYS DEC Region 1 Nassau and Suffolk Counties Site Coordinates: 41°05'47.8", 72°22' 17.7" •.s. - • • i W , 2. Before commencing work, the contractor shall file all required certificates of insurance with the r f s5ional of Record Wetlands/Environmental Assets(EAF Mapper) y p • .'F Y ,, f yam - f ,Z, b �,..«a,..{ Y -.9�k •.- 3s ,a�'„ y - ` 1 _ Jt.; Z, department of buildings, obtain all required permits, and pay all fees required by governing new A - ' ) , , d Ulgur Aydin, PE york state, suffolk county, and town of southold agencies. KSK Construction Group Jurisdiction _ • � ', , Wetlands Type Tidal Wetlands, Federal Waters �^ fi+ . :r`; 136 N 10th St, Brooklyn, NY 11249 Town: National Wetlands InventoryEstuarial and Marine Wetlands :�+� . ^� w% $ t51t � j ' a m "`"" GIN Southold ta.w ;ti „ x.,�b` r - r WIG 3. The contractor shall verify all existing conditions in the field prior to commencing work, and shall Y Suffolk Total Wetland Area 12.17 Acres "" '- ° , _ '` County: NWI Code E2EM1 Pd ' 4 ' `' m Y' report any discrepancies between drawings and field conditions to the Architect. State: r 4 . New York z,- , t r- .� M• ,,{' a lx .# �t x cot.. , ", °, a 4. Minor details not usually shown or specified, but necessary for proper construction of any part of Coastal or Waterfront Area Yes " $ "� r;.. rn 4 ,.'� " ter jt w x , - ;x , `" ^,„w x, .-�_ the work shall be included as if they were indicated in the drawings. Applicable Codes Local Waterfront Revitalization Yes 4' x17 ;`. '¢:. ik � x Owner: Special PlanningDistrict LI North Shore Herita a Area " " r , g . t-t x,, �, _ } x�, �$ •r 5. The contractor shall coordinate all work procedures with requirements of local authorities and Abigail Nitka <2000' DEC Remediation Area No X { 'ZONEX k iN ? ' k .m -.$ t =1 .-, m building management. 165 North 10th Street New York State Residential Building Code (2020) ; ; , -.x ,. ,, „--� ._••` , �p* - « . W � ,: h Brooklyn, NY 11211 Unique Geologic Features No _� ,: ( , .,m +r+ ,'".KKK ,r +F pi alb _;, I conditions and materials within the New York State Energy Conservation Construction Code (2020) Impaired Water Bodies No " f- Town of Southold Zoning Code, Chapter 280 a= •. ., � - ' 'gym 6. The contractor shall be responsible for the protection of all co 0 Floodway No �, ;° "" +a _ `'' ri proposed construction area. - fiR, Project Site . $ • ; P P Structural Engineer 9 100-yearfloodplain Yes ' , Idti.- � F.LINT� lr e; - „ .$,f�;;.. . ,. . . xItl- STREET .,w 5, :r. 7. The contractor shall desi n and install ade uate shorin and bracin for all structural or removal Silman 00 year floodplain Yes . . ;�� " = �` 9 q 9 9 10th Floor Required Approvals • ,. • • k r '.m " " - `_ 32 Old Slip, Aquafer Nassau-Suffolk SSA '.'.•••.• •� :'. .' a = t d a n m , � : � r tasks. ,-4 f 40 '= d New York, NY 10005,T: 212-620-7970 New York State- Natural Communities Coastal Oak Hickory Forest(207 Acres) ;. „>s .: •#• « • ' �, r. d, �. rr ;; Department of Environmental Conservation (DEC) Endangered Species No * �" . .N Y "gym'' a: p- 8. The contractor shall have sole responsibility for any damage or injuries caused by or during the Rare Plants or Animals No gym':'•'• ` '°' ,.k LINNET�STREET " WG ::lf= MEP En ineer: 9 • , ti _, . execution of the work. EP Engineering Status:4/21/2023- Letter of No Jurisdiction . " a$ •a . $ f_ v. National Natural Landmark No _ ,�` � = k »'�� ,.� _-•' �` • a.",= '� 'x.. $ ; " pBROWNCSTREETg Critical Environmental Area Peconic Bay and Environs Z NE Y "� ' " "� �'" a,.:�� ``" - _''sP 9. The contractor shall lay out their own work, and shall provide all dimensions required for other 110 William St w New York, NY 11038 ` a1�� ;� - ,, ,;s 'P , ;.<► �. �, �� , ..} trades lumbin , electrical, etc.). Town of Southold-Trustees(Wetlands) Archeological Sites No °n° k ti 2 ,?, . . A °,PIPES COVE.' s �� v,«� • �' `' (P 9 Desi nated River Corridor No �.� , .c ( 7� �< re � Status 7/19/2023- Letter of No Jurisdiction g ' " "° [I r , ^ ; .�' ,. 10. The plumbing and electrical work shall be performed by persons licensed in their trades,who Landscape Architect Town of Southold- Health Department f a 3 ro • •• «� '�0 f '" � '`' shall arrange for and obtain inspections and required sign-offs. Nishiel Patel Design Office R �, . t a.. - . .`., Y �O �•: y':+ ° m 372 Jefferson Ave Site Work Information ZONE AE. • „ Town of Southold- Building Department o �t "' ` m . . . . m . . • . _-� �M (EL 6) � �.. _ g, patching, repairing as required to perform all of the work Brooklyn, NY •,• ••,��• k r^ 0, *• £ 'c . a 11. The contractor shall do all cutting, Approx Area of disturbance 36,600 SF .,EAE a . .' ,"; „- ` . .•,. -_ ' '• x *` indicated on the drawings, and all other work that may be required to complete the job. . . 1 . , ., ' (El]6) �j t ' 1 • �,_ p '" !!c� . •'. r k - s Civil Engineer: r-y ,;s .�,v^t'mrp f .^' • :�- �; •••'•L d sis µ, .` .�•• ,+.�'- "A[" - P i. Excavation Area- Foundations 3,025 SF, 560 CY '� `•• �� •' '" `' " ' "• "• ;= P PP Y P 9 P Subsurface Specialists Inc ' x ZONEmm 12. The contractor, upon com letion of the work, shall a I for de artment of buildin ins ections BUILDING CODE INFORMATION Excavation Area- Dry wells 316 SF, 70 CY �'.'.'.'•`� .f• '_.': :.• 'AE% »�".m� :.. and sign--offs as required. 105 Maxess Road, Suite 124 Excavation Area- Rain ardens 7 820, 290 CY •' ``� ' ._. • `'t• �� j r • ' '` " • "' Melville, NY 11747 T: 631-980-3912 State of New York-Residential Building Code 2020 ' " .y ' ' ZONE p P PP 9 q Y ..:. ..4 ; . :.. � "`:_` • • . ,• 13. The contractor shall post and maintain permits and approved drawings on site, or as required b Fill Area-D wells 316 SF, 70 CY a � r " } • �' � ~��':: P 9 ( ) _ PIPES ZONE UE � • • • » • + • t; -4MC the Department of Buildings. Fill Area- Rain gardens 7,820 SF,290 CY 7VE - "'� *,� „ ,,,€ ". c . , :.Occupancy and Use 9 ,� ,-, / RO.A Fill Area- Planting 19,900 SF, 555 CY ANTS ,," �+• "* • •;• ,�; -^ 14. Upon completion of the work, a Certificate of Occupancy or Letter of Completion (as applicable) Occupancy � « m -a Use : a. s 4„,.� '# ` �� .�`e�` : n z`►�' ' 3=°> shall be obtained from the Department of Buildings as required. This document is an instrument of P Y Residential Family Paving- ravel le 2300 SF,42 CY SUBMITTAL/SHOP DRAWING/SKETCH NOTES service. It is intended for use Use Single Family Residence Paths-Gravel 2300 SF,43 CY O FEMA Flood Insurance Map(Detail)-- professional 1"= 100' 0" only as drawn and noted. Contractor shall Construction Type Trees Removed -15 1. In any document submitted to the Architect for review, Contractor shall verify all dimensions and Area of Land Cleared 4,400 SF (0.1 Acre) field conditions and shall check and coordinate with any trade whose work is related as required verify all dimensions. Type V-B(Unprotected wood construction) for proper and complete installation of the work. 2. The Architect will review submittals/shop drawings/Sketches for conformance with contract N Glazing R308 documents.The Architect's acceptance is for design only and not method of assembly or ( ) .e:f!:a,_tf lt•l3K,A,_l,.0",a 1"l2.H n:1,c,!?y!+H 1", •iS,„_Stkc„a a..:....,�., :.lu... s ! I r erection. ZONING INFORMATION S A whatsoever from the Glazing '. re in Doors permitting n departure g oo s (R308.4.1) Considered Hazardous Locaiton-Tempered Glass Required rmitt a t . 3. Acceptance shall in no way be construed as 1 e P GI T P Y ( ) P 9 Y Glazing 'iTow n n of WinSoutho ld old -Town ,WindowsCode d 80-1 38 ,N 9 Considered sd r e ed( Hazardous a sLocation, o when 1 8" e Floor- 2 relieving Contractor of full responsibility nsibilit for an error in details, �.. ,; ; �_� . Contract Documents; O evi the Co a p y Y Temp ered ed I 9 Gla ss R `Required ur ed `�, P :°� q o f full relieving th e Contractor r is ' 3 e o otherwise h exist; omissions, tat ma dimensions, , 9 Sou thol d Zoning Y on n Ma Ma p 2 9 P E Zoning responsibility for adequate field connections, erection techniques,11 bracing, or deficiencies in Emergency Escape and Rescue Openings s R31 rig District: R-40 y Y P 0 P g n f all work r ace o Contractor f for sati sfactory 0 erfo m the o full responsibility ibilit o 4 relievinges o s strength; P r.. or 5 erm ittin 'Ycontractors;work of b n h r i h he all subcontractors tra r and other .:.:: `. coordination i n w t cto s Use N and coo d rat o tO permitting Pr i Permitted: Res d: - cue K Openings nin Residential s R s dential Single Required S e Family ed R31 .FZp,N P 0.1 Re quired e uir ;'�,;`;:�;`:°�;='' ':: q ( ) ed for all sleeping 9 Y uu nn .... ee in rooms f�[� q oms Rescue Opening Minimum Size R310.1.2 g se-Pr osed: Residential-Sin le F mil ' +r. � � � �. _ departure from additional details or instructions previously furnished by the Architect. P 9 ( ) 5.7 SF . 1 4. Acceptance of such drawings shall not be construed as a complete check, nor shall it relieve the Means of Egress (R311 Lot S¢e-Total 69,176 SF P of furnishing responsibility for proper fitting of the work nor from the necessityrig Lot Size-Upland Area 47 964 SF Contractor from respo y p p g P t be indicated on shop drawings when approved. L `� any work which may no P g pp Lot Size-Wetlands Area 21 212 SF ��' i' ..,::; ;;`;Egress Door Requirements(R311.2) Side-swin in min 32"width min �� 9 9, 78 hei ht v 9 Entry Do or r o K"Complies li es1 nquantities. P ible fora I sol ely resp onsible The Contractor shall be 5 ct s Y P Y Au omat'ic ire prink er Systems 3 ) Lot Coverage(Upland)- Permitted 20.0% Y *' 9 (Upland)- P ( ) (Complies) : Lot CoverageProposed 7.1% 3,420 SF/47,964 SFSMOKE AND CARBON MONOXIDE DETECTOR NOTES Required for structures 3 or more stories Not Required Required Yards Project Site . ,,. <l , ,;,, ,, ,,;,; ,,,;;;.; Carbon monoxide alarms shall be provided in accordance with Section 915 of the Fire Code of New York Smoke Alarms and Heat Detection (R314) Front 50'-0" Side - u 20' 0"for o �i' State, and Section R315 of the Residential Building Code. Rear 7 '_ " "�'„�;_,��:; > _ Locations Required (R314.3) In each sleeping room, Outside bedrooms, 1. Dwellingunits shall beequipped with a roved and operation smoke and carbon monoxide :. PP P no t less than 20'from cooking ook n „ - a appliances Building Code. a ces York State Bu d..� it New Yo S, „ � i devices, required e 9 PP detecting dev ce s M 9 + q Y 9 Max Height e h - - t Permitted _ 9 0 to peak of roofs, 25 0 if flat or mansard Max Height- P - ro Proposed 2 6 0 max peak, se e elevations i 9 tons for details (Complies)P es Carbon Monoxide Detection (Fire Code Section 915) P ( P ) Prima power source for smoke and carbon monoxide detectingdevices shall be from building Max Stories- Permitted 2-1/2 `'-" wiring (hard-wired), and there shall be no switches on these circuits other than the over-current Detector Location (Fire Code Section 915.3.1) Buildings that contain a Fuel-burning appliance Max Stories- Proposed 1 ' device protecting the branch circuit. Not Required- buiding contains none. Min Dwelling- Required 850 SF 3. Smoke detectors shall be NYS-Approved ionization chamber or photo-electric type. For more infromation on CO and Smoke detectors see additional notes at right side of this page. Min Dwelling-Proposed 2950 SF (Complies) NTS 4. Every dwelling unit in a building that is in close proximity to or containing a source of carbon Max Area-Permitted 9,592 SF(20% Upland site area) monoxide shall be equipped with an approved, operational carbon monoxide detector. Max Area- Proposed 3,420 SF Roof Area (7.1% Upland site area) (Complies) 2,950 SF Interior Area 5. Carbon monoxide detectors may be combined with smoke detecting devices,where it is an ENERGY CODE INFORMATION approved type. Town of Southhold-Zoning Map(Detail)-- Sky Plane- Permitted Roof below plane, 10'above property line. ( o deg s) 2 1"= 100'-0" 6. Carbon monoxide detectors shall be installed within 15'-0"of each room lawfully used for New York State Energy Conservation Construction Code(ECCCNYS)2020, and Chapter 11 of the Sky Plane- Proposed See diagrams 4/A-001 and 5/A-001 below. (Complies) sleeping purposes. Residential Building Code Open Space-Required Min 20% site area (13,835 SF) Climate Zone (N1101.7): Zone 4A(Suffolk County) Open Space-Proposed 14,600 SF (Complies) NOTE: PROPOSED STRUCTURE DOES NOT CONTAIN ANY FUEL-BURNING APPLIANCES, SO Residential Dwelling Size Limits: CARBON MONOXIDE DETECTORS ARE NOT REQUIRED OR PROVIDED. (Town Code 280-207) .:_��' " Minimum Prescriptive Performance Requirements (N1102.1.2) 5P T 25 s ruuj r,+,7d ,5o Greenport West v7 r AIR LEAKAGE/BLOWER DOOR TEST NOTES Max Gross Floor Area-Permitted (5,100 SF)+0.05`(47,964 SF-40,000 SF) = 5,498 SF so 9 Fenestration U-Factor Max 0.32 \` �o Fenestration SHGC Max 0.40 Max Gross Floor Area-Proposed 3,420 SF (Roof Area) (Complies) 3 '� ��° sceriing cem arc C ! 9 � � ❑ A , _ _ � Seal& Signature: Ceiling R•Value Min R-49 Flood Zone Information ti! - o� <y P P P g P U on the com letion of the thermal and air barrier envelo e, includin all enetrations a blower-door Wood Frame Wall R-Value Min R-20, or R-13 Cavity+R-5 Continuous ti Stirling type test shall be performed as per Section N1102.4.1.2 of the New York State Energy ConservationO� F� fry r Floor R-Value Min R-19 ! , Construction Code ECCCNYS and R402.4.1.2 of the Residential Building Code. UGIUq O FEMA FIRM Map: 36103CO176H =- >u!1 Cleaves Point ( ) 9 Basement Wall R-Value Min R-10 Continuous or R13 Cavity Slab R-Value Min R-10, Min Depth of 2'-0" Flood Zone on property: Yes(Partial), None(Partial) Saint "Av P ti4NSFT i 1. Testing shall be conducted in accordance with RESNET/ICC 380,ASTM E779 or ASTM E1827 Crawl Space Wall R-Value Min R-10 Continuous, or R13 Cavity FIRM Flood Zone(s): AE (Partial),X(Partial), None(Partial) NG�ON A E Ames cem ❑ i AVF -' and reported at a pressure of 0.2 inch w.g. (50 Pascals). Proposed work/structure sT 9 .". vP ❑ Stirlinc o LU within Flood Zone: No �, ft 2. During testing, all doors, windows, dampers, and flues shall be closed but not sealed beyond 2 Air Leakage(N1102.4) Vie" i"`s"' standard infiltration control measures. Interior doors, and supply and return registers shall be C� Hill Ern G ach Point open. Heating and coiling systems shall be off. Continuous entilation systems shall be turned Minimum Component Detailing I Performance(N1102.4.1.1): Z Sandy Beach Youngs Point - - - P g v A,,. / off and sealed. Cg$10�� Exterior envelope-contains continuous Air Barrier Complies o eenport �, fr�i y. 3. Testing shall be provided by an approved third party. Breaks/Joints in Air Barrier shall be sealed Complies Ceilin s Attic-Air Barrier in dropped ceilings N/A no attic Proposed Sky Plane D (��. �,� ' may No. Description Date g Pp 9 ( ) p \ > e ti �^� 4. A written report shall be prepared and signed by the party conducting the test and shall be Walls-All junctions in Air Barrier sealed Complies Dwelling Windows/Doors-Space between windows and Air Barrier sealed Complies �- Front t RON�ss w W� ��,pr Pa �qo provided to the building offical. 2 Issue for NYSDEC 2/24/2023 Unvented crawl spaces-Minimum Class 1 Vapor Retarder Complies °�� Property y/IGGINS ST r��''t''zh,,,t a `� 3 Issue for Permit 9/9/2023 Line A. is feu,l"„ A m 4 Issue for Permit Rev A 12/18/2023 Shafts/(Penetrations to exteri3r-Sealed to Air Barrier CompliesRecesse i Plumbing onexterior walls barrier cont nulous at fixtures es IC Rated Complies Sk Plane North/South Lighting PComplies y g _ Electrical boxes on exterior walls-Air seated boxes Complies 4 _ HVAC Register Boots in Exterior Walls-Sealed to subfloor N/A(no wall registers) 1' -60'-0 Drawing Symbols Concealed sprinklers-only sealed per manufacturer guidelines N/A(no sprinklers) •„_ ~ IN I Dee Point 1 s g Harbor Derin o in R402.4.1.2 1i Partition Type Testing ( ) Pipes(,ove Fannin Point ii �yo nor' Testing shall performed to confirm the following. See Air Leakage Testing Notes at right. �a Pa ^A Is : 1 i Glazed Opening Sky Plane - `i Proposed ��' Sky Plane Project i Our Lady'of Heigi Maximum permitted air infilration (3)air changes per hour P 1 �' the is{e cem 1 i Door Type NTS _I Dwelling I l t i ❑ Side r '�r Side { �� -- Property _� _ Property r - �N �vAry Section/Elevation 1 iy-1 D01,ilIg XurhnS• z r1 Electrical Power and Lighting Systems (R404.1) Line Co_I ❑__ Line '��Chequit Point coBBETTs N �P�Er^ �, 1 SIM A View number/Sheet number >90%of permanently installed lighting fixtures shall contain only high-efficiency lamps. A 001 100%of light fixtures contain LED lamps. Complies 5 Sk Plane East/West O USGS Quaddrangle Map(Detail)-- Project Information 1"=60'-0" 3 1"= 100,4, -001 As indicated Project: Greenport House 1360 9th Street Greenport, NY 11944 Design Consultant: BAAB, LLC 234 South Main St#403 Middletown,CT 06457,T: 202-236-8036 Professional of Record Ulgur Aydin, PE KSK Construction Group 136 N 10th St, Brooklyn, NY 11249 Owner: Abigail Nitka 165 North 10th Street Brooklyn, NY 11211 Structural Engineer: Silman 32 Old Slip, 10th Floor New York, NY 10005,T: 212-620-7970 MEP Engineer: EP Engineering 110 William St New York, NY 11038 ro / N shiel Patel Design Office t 1 / / / / / �' Wetland Area �, / 372 Jefferson Ave / / � / / / / e' (21,212. SF) / / / / // // // / \ ' Brooklyn, NY \ Civil Engineer: 00, / 534'-11" I 1 \ Subsurface 105 Maxess Roadalists Suitel nc Upland Area 124 o \ / I I I_�\ \ _ ®.� / \ (47,964 SF) \ Melville, NY 11747 T: 631-980-3912 Property Line \ / I 11 \ \\ \ \ \\ 1111 \ yea ` \\' I\ , / \moo \\ � \ ® • • / 1 o \ \\® \\ • • / This document is an instrument of v \\ N \ ,i i N ° \ o o \ r i� professional service. It is intended for use Irrigation Mech S // �, ,, / N only as drawn and noted.Contractor shall water/power condensers \ 'i/'///i�'r�'i 'r 7Q verify all dimensions. 100, \ / i \ ii /i!' i i♦i♦r 7�. Side Setback I O _ . Pro osed P ti o / / ♦ ♦ ♦ / / N P vers n gravel I :Pro •osed`::>':� o \ \ DEC Tidal Wetlands / •/ �'/ d' ii i / 75 SF / / /, / Ikwa. • ;, i, i, ;: ` ': 'Drivewa /Wa v Jurisdictional Line , /, r, / �-,/; /♦,/i ♦i,// i/ /i, Y 10 ft contour - / / / ♦ /82 10 N ♦ /, :�;';`�'' I !/ ♦/ /;,ii,� Existing I I / i i r, i / i i /• i / /, / , / / i, ♦I I r utility pole/, r /♦ i Southoldi Town Trustees / ♦/' '' ' '' /' i r�/ ' ' /' '' is,% / ♦'Ti' i, / ♦ r. Juristictional Li / /, r, /, i, " / I I 1 \ / / /, / / / / i / i.78 00 ft Wetlands offset / / ( \ o I i i I ) / i, i, No Work or Distuba /• :o I nce , Perm ea• I \ be� r, i Pr e P l \ '. o os d at o P — and of 10 ft contour(DEC) i ;, ♦, / /, , / i o•� EC � � / i \ • i. 0 0 �/ paving i a 0 I / \ J Pavers P 9 OR 1 ft Wetland offset(Trustees) \ / I \ i ' %' ''•'' ' i,/i ri //,ri i /. l ,.•o�• \ I 550 SF / \ / / f \ \ \ i r ♦ i, i i/i i: I / iProposed 1-StOt r k Sin le-Famil Dwellin '' // '♦'// '' i''% / ' _ — \ I I `L / / - — I '♦ ♦♦ At 100 ft Wetlands offset' \ Proposed Patio �g +16 /�/% 9 /3 044 SF I ReoO �.//'ii i % / i / '''' r•6 /i /r'i R I // ♦, (no work or clearin i, >:::; Pavers on ravel i, i / ♦ i i / / / / I 1 ; ♦i /i /seaward of this line ♦'' ' :' ': „ „ / ,a♦ / / i ♦ / ♦ i i 990 SF Interior+ r / i % �; % /' r / / / ♦ r I I / , ♦ / , , . , , , 1i i;. 0-0 = 16-0 NAVD / I /// I I II I II / / I—► // /// / \ Open Space _ /�i II I ``1 I I ///'ri, i, i 'rri,''iri'��,l-/r�,'/' /ii'/,i', D�'•Lw-e•_ll.i'.<- \S +16Landward Limit of Tidal Wetlands ;:'f:? I ii ♦ , /i//♦i♦//.i,/,ri//♦�/c,♦i,i/,'��i/♦`//.'i//,i'r�S'� '/ii/r r//IV /r//,i/ Undisturbedas delineated by WP Bowman, PhD, September 9, 2022 Landscape uN� I l + I I ' /i,'i:'i',il, ,�,, 78 SF:::i? .' I //�'i / ,'i ' i 'i,'i! ♦,'i,i/,'i, a�-� — _14,600SF �/ I I I 'r�i i/:�. ., :.i, r�/�.� / , ♦; ♦ /;' 'i /i / i/ "78SF-, --�_ I / / / / / �' — I I � 1 ,'/,'i,' //,'i '/%C(,, 'i, ','/,'i i, I I 7S , i• ii,r/,' ,// / 'i i /�/, ' ' /,'/ p- �� / / / / • /,'i,'/ /, /i // /, /, /, / 7 4 i / � ++ L , /, / /, , /, r,'CC c�','' .:�,t','•'y'i•:.,/ , /, , r, i i.1 3', /, /, /, ♦ ,i, i, r / / / � I I / I 1 / / ,i/i ,i/, /i,''' r'' '/ /, ' /i // r:•' : 'ri'/i /i' '//�i'i /i/ii i; r , / / FEMA Flood Zone Line(6 foot contour) � r r Pro osed• ♦" i- � �- i / / r Permeabie i I ♦ r/ I / � � P vin �', ,, : .`: ♦, / /, i, />S / ':.D well I i i s / r `;''.• /, / i, /' / i / /'' Proposed; Permeable / 1 Side Set I _ �4 '' // /i Paving, o I \ / / _ / I • / //i///,, back I ® • ® / i 2,060 SF 14— / • I 13 = Irrigation 14 o // / / — — — — I • water/power _ I \ o I/ ^ ♦ // � _ — _ / Property Line \ 1 14' \ o / _ \ N 1 Note: Seal&Signature: All site drainage, roof storm water collection, and outdoor shower all piped to on-site drywells. g �. _a w 875jLey g �"�"i'Se}OAS► — — — — — Topo Elevation-Existing No. Description Date 2 Issue for NYSDEC 2/24/2023 Topo Elevation-Proposed 3 Issue for Permit 9/9/2023 Punting Bed Areas-Proposed 4 Issue for Permit Rev A 12/18/2023 i:'♦''iT j'�'i Meadow Planting Areas-Proposed Permeable Paving- Proposed Structures-Proposed o Trees-Existing Site Plan All elevations reference NAVD 1988 Site plan survey underlay from Kenneth H. Beckman L.S. Survey issued 2/24/2023. See Surrey for details. 1j 1 As indicated Proiect: WD-4 Wood Flooring WD-1 Wood Cladding Greenport House1360 9th Street 3/4" Plywood subfloor I n, Fiberglas Z girts, at lap Greenport, NY 11944 Finish I - joints, anchor to HCL battens - Floor Design Consultant: HCI Girt system, anchor to BAAB, LLC structure through insulation 234 South Main St#403 r, 2"rigid mineal wool, (Min R-20) Middletown, CT 06457,T: 202-236-8036 I , I , 1/2" Drainage board Professional of Record r t MB-1 Roofing membrane nu r Ulgur Aydi PE KSK Constr ction Group 136 N 10th St, Brooklyn, NY 11249 r 1 - r ra r-• -t -I -{ ;.1 .I- +_ { + - �- 1 I i ! 3/4" Plywood sheathin, see Structural Spanning LVL floor structure, ; I + � I r F + F � -� + Infill joists, see Structural See Structural drawings. x Owner: Floor Type F-1A(Interior)-Typical floor buildupt 6 rr ,i-i-f i - r 1 -I '' J f ' { --!- , -'t +, r r i, } „ _ i r' ' Abigail Nitka O 1 1/2" - 1 -0 Glulams, see Structural _ 7165 North 10th Street Brooklyn, NY 11211 fi" 13" IN-1 Closed Cell Spray Insulation 3-1/2"Joists, 12"o/c t µ Min R-49, all locations ' ' ( ) Structural Engineer: r'+ Silman 3/4" Plywood, gloss paint finish 32 Old Slip, 10th Floor New York, NY 10005,T: 212-620-7970 Top of - storage MEP Engineer: Infill cladding structure EP Engineering 110 William St Varies New York, NY 11038 Varies 5/8"Gyp board ceiling ( N shiel Patel Design WD-3 Wood infill cladding 9 372 Jefferson Ave Brooklyn, NY 11 Floor Type F-3A(Interior)-Storage volume ceiling O Roof Type R-1A(Exterior) Copy 1 Copy 1 1 1/2" = V-0" 1 1/2"= V-0" Civil Engineer: Subsurface Specialists Inc 105 Maxess Road, Suite 124 Melville, NY 11747 T: 631-980-3912 WD-1 Wood Cladding Pavers ST-2, �, Fiberglas Z girts, at lap set in sand for - I joints, anchor to HCL battens drainage HCI Girt system, anchor to This document is an instrument of If a -- structure through insulation professional service. It is intended for use d 2"rigid mineal wool, (Min R-20) only as drawn and noted. Contractor shall verify all dimensions. o 0 0 0 0 0 0 0 0 0 0 1 g/2" Drain o 0 0 0 0 0 0 0 , a e board 5"gravel base 4 1a - MB-1 Roofing membrane N Floor Type F-2A(Exterior) T t 10 1. O _ t ; { 1 1/2" - 1 -0„ I I t r. 3/4 Plywood sheathin, see Structural Infill joists, see Structural 1.I r t Glulams, see Structural - - - r pi 11" IN-1 Closed Cell Spray Insulation 3 0„ (Min R-49) Repeating Module i I Varies Varies WD-3 Wood infill cladding 3" 3" 6" 6" 6" 6" 6" O Roof Type R-1 B (Exterior) -Bedroom Areas I I 1 1/2" = 1'-0" Plan 9 Detail -Cladding Pattern 1 1/2"= 1'-0" 4 3/4" 2 7/8" 4 3/4" 6 3/4" 1.-0 1/8" 11-0 1/8" 1'-5 5/8" 1'-0 1/8" 5/8" 1 7/8" 1/2" 5/8" 3 1/2" 5/8" 5/8" 1 5/8" 5/8" 5/8" 5/8" 7 "5/8" 5 1/2" 5/8" 5/8" 3 1/2" 3 1/2" 5/8 5 112" 4 1/8" 3/4„ 3/4" 4" 5 1/2" 5 1/2" 5/ " 3/4„ 1/2"3/4" 4" 5 1/2" 5/8" gyp gyp I I gyp gyp i .. Gyp yp t I r F — 5/8" board 5/8" board 5/8" board 5/8" board - 5/8"G Bd, or Mold 5/8" G Bd, or Mold _. Resistent Resistent Gyp Bd and the where I - I Gyp Bd and the where t — HCI Girt System HCl Girt System noted I -' I noted WD-1 Wood Cladding WD-1 Wood Cladding 5/8" Colored MDF WD-6,joints as per -1/2"stud 4" IN B Rigid Mineral Wool 4" IN-26 Rigid Mineral Wool interior elevations. 3-1/2'stud -. . . : (Min R-16) - I (Min R-16)16"olcSealed with matte mineral wool batt MB-2 weather Barrier MB-2 Weather ther Barn er Seal &Signature:water-based poly mineral wool batt Membrane . , + ;• IInoted Membrane 3-1/2"stud �(5/ " Cov r bd or Structural 1/2 Cover bd or Structural 16"o/c Sheathing as not d Sheathing as noted �u mineral wool batt � OLG I-� Tile,where noted. Tile,where noted. I Tile,where noted. I Tile,where noted. I : noted. 5-1/2" IN-2A Mineral Wool - — -1/2" IN- Mineral wool * ry ► Replace gyp bd with ( ,, , - I Replace gyp bd with I ,° : I Replace gyp bd with I I .. I Replace bd I I I Batt(Min R-23) 5 2A Replace gyp bd with I with m I Batt(Min R-23) mold-resistant gyp bd in mold-resistant gyp bd in : -_ : mold-resistant gyp bd in mold-resistant gyp bd in mold-resistant gyp bd ' _ yyUJ I i t those locations. I I those locations. I I those locations. I I I those locations. I I I - those locations. :. - - - � - � - h t � i +, I ': � - 5/8 Gyp Bd, or Mold Resistent t: � 5/8 Gyp Bd, or Mold Resistent i i i : (' I '' i Gyp Bd and tile where noted j Gyp Bd and tile where noted - I 07f375� Section Section Section Section Section Section Section Section No. Description Date r I 7 .. I ;. - r 3-1/2" stud 3-1/2" stud 5-1/2„stud r 5-1/2" stud 5-1/2" stud , 16 o/c 16"o/c 16 o/c - - - 6 o/c : :' 16 o/c I : I 1-5/8 stud I - I I ` -._ - I mineral wool batt mineral wool bait 12"o/c mineral wool batt : - _ � .; I I •. I I ,;j „. :' I If, ; I I .. .. - � .. :: I I •; -_ - ._ � I `. - I •: I See Detail 9 See Detail 9 co ? I for pattern details co I for pattern details f ih ih , zo : I• Assembly Types Plan Plan Plan Plan Plan Plan Plan Plan ((��'' O1 1/2 1 -0„ Wall Type W-4B(Interior) O Wall Type W-3C (Interior) O Wall Type W-3B (Interior) O Wall Type W-3A(Interior) O Wall Type W-2B (Interior) O Wall Type W-2A(Interior) O Wall Type W-1C (Exterior) O Wall Type W-1A(Exterior) 14 5 _ 4 31 -0„ 1 1/2 13 1 -0„ 1 1/2 2 1 -0 12 _ 1- t 1/2" - 1 -0„ 1 1/2"- 1 -0" 1 1/2"- - - ' 1 1/2,' - 1 -0„ 1 1/2"- 1 -0' 1 1/2"- 1 -0,. Project: Greenport House 1360 9th Street Door Schedule Materials - Roof Assemblies Greenport, NY 11944 Mark Operation Width HeightDesign Consultant:Thickness Material Hardware Hardware Finish Comments Mark Name Approx Area Description BAAB, LLc 234 South Main St#403 A Swing Door 2' - 6" 7' - 6" 1 3/4" Wood - Solid Core - Stain Grade TBD Powder-Coated Stain-grade veneer, Stained and sealed IN-1 B Insulation - Roof- Continuous 4343 SF Rockwool - Comfortboard 110 - Rigid Mineral Wool Insulation - 2" (R-8) Middletown, CT 06457,T: 202-236-8036 A Swing Door 2' - 6" 7' - 6" 1 3/4" Wood - Solid Core - Stain Grade TBD Powder-Coated Stain-grade veneer, Stained and sealed MB-1 Membrane and Drainage Mat - Roof 4311 SF Roof Waterproofing Membrane, Drainage mat w/filter fabric Professional of Record A Swing Door 2' - 6" 7' - 6" 1 3/4" Wood - Solid Core - Stain Grade TBD Powder-Coated Stain-grade veneer, Stained and sealed WD-1 Wood Cladding - Roof 4369 SF Cedar Siding - Bevel Cut - 6" x 3/4" x 36" (Nominal) - "Near Clear" Grade ulgurAydin, PE „ KSK Construction Group A Swing Door 2 - 6 7 - 6 1 3/4 Wood - Solid Core - Stain Grade TBD Powder-Coated Stain-grade veneer, Stained and sealed WD-3 Wood Cladding - T&G Soffit/Ceiling 3773 SF T&G Infill Cladding, thickness TBD 136 N 10th St, Brooklyn, NY 11249 A Swing Door 2' - 6" 7' - 6" 1 3/4" Wood - Solid Core - Stain Grade TBD Powder-Coated Stain-grade veneer, Stained and sealed A Swing Door 2' - 6" 7' - 6" 1 3/4" Wood - Solid Core - Stain Grade TBD Powder-Coated Stain-grade veneer, Stained and sealed A Swing Door 2' - 6" 7' - 6" 1 3/4" Wood - Solid Core - Stain Grade TBD Powder-Coated Stain-grade veneer, Stained and sealed Materials -Wall Assemblies B Pocket Door 3' - 4" 8' - 0" 1 3/4" Wood - Solid Core - Stain Grade TBD Powder-Coated Stain-grade veneer, Stained and sealed Owner: Mark Name Approx Area Description Abigail Nitka B Pocket Door 3 - 4 8 - 0 1 3/4 Wood - Solid Core - Stain Grade TBD Powder-Coated Stain-grade veneer, Stained and sealed Abigail North loth Street B Pocket Door 2' - 6" 7' - 6" 1 3/4" Wood - Solid Core - Stain Grade TBD Powder-Coated Stain-grade veneer, Stained and sealed GL-1 _Glass - Exterior- Triple Glazed 13 SF Brooklyn, NY 11211 B Pocket Door 2' - 8" 7' - 6" 1 3/4" Wood - Solid Core - Stain Grade TBD Powder-Coated Stain-grade veneer, Stained and sealed GL-2 _Glass - Interior - Shower 13 SF Structural Engineer: C Closet Door - Double 2' - 6" 7' - 6" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware Silman IN-2A _Insulation - Wall - Cavity Exterior 1830 SF Rockwool - ComfortBatt - Mineral Wool Batt Insulation - 5-1/2" (R-23) 32 Old Slip, 10th Floor C Closet Door - Double 3' - 0" 7' - 6" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware IN-2B _Insulation - Wall - Continuous 1819 SF Rockwool - Comfortboard 110 - Rigid Mineral Wool Insulation - 4" (R-16) New York, NY loons,T: 212-620-7970 C Closet Door - Double 2' - 6" 7' - 6" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware IN-2C _Insulation - Wall - Cavity Interior 3286 SF Rockwool - AFB Evo - Thickness to match stud size MEP Engineer: C Closet Door - Double 3' - 0" 7' - 6" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware IN-413 _Insulation - Foundation - Walls 1362 SF OwensCorning - Foamular - Rigid XPS Insulation - 4" (R-20) EP Engineering C Closet Door - Double 2' - 6" 7' - 6" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware 110 William St MB-2 _Membrane - Wall 415 SF Membrane -Vapor and Air Barrier New York, NY 11038 C Closet Door - Double 2' - 6" 7' - 6" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware MB-3 _Membrane - Foundation - Subgrade Waterproofing 1362 SF Membrane - Subgrade Waterproofing C Closet Door - Double 2' - 6" 7' - 6" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware Landscape Architect PT-1 _Painted Gypsom Bd 1813 SF Benjamin Moore - Primer + (2) coats, Level 4 finish. Nishiel Patel Design Office C Closet Door - Double 2' - 6" 7' - 6" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware TL-1 Bathroom Tile - Wall 756 SF Ceramic Tile - 4"x6" - Color TBD 372 Jefferson Ave C Closet Door - Double 2' - 0" 6' - 2" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware - " " Brooklyn, NY g WD-2 _Wood Cladding - Walls 1836 SF Cedar Siding - Bevel Cut - 6 x 3/4 (Nominal) & 3 x 3/4 (Nominal) - Near Clear C Closet Door - Double 2' - 0" 6' - 2" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware Grade - See A-020 for pattern. civil Engineer: Subsurface Specialists Inc C Closet Door - Double 2' - 6" 7' - 6" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware WD-5 _Wood - MDF - Colored 377 SF Valchromat - 5/8" Integral Color MDF - Color TBD. Seams to match elevations. Matte 105 Maxess Road, Suite 124 C Closet Door - Double 3' - 0" 7' - 6" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware clear waterbased urethane sealer Melville, NY 11747 T: 631-980-3912 C Closet Door - Double 2' - 0" 5' - 2" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware Materials - Floor Assemblies C Closet Door - Double 2' - 0" 4' - 0" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware Mark Name Approx Area Description C Closet Door - Double 2' - 0" 4' - 0" 1 3/8" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware D Closet Door - Single 1' - 3" 7' - 6" 1 3/4" Wood - Solid Core - Paint Grade TBD Powder-Coated Painted, Offset Pivot Hinge Hardware TL-2 _Bathroom Tile - Floor 276 SF Ceramic Tile - 4"x6" - Color TBD This document is an instrument of E Glass Shower Door 2' - 6" 7' - 6" 3/4" Glass - 1/2" Low Iron, Tempered TBD Powder-Coated GL-3 Glass, Frameless hardware CC-2 _Concrete - Structural 2534 SF Slab on Grade (Crawlspace), See structural professional only as drawn and noted.It is intendContred or use r shall E Glass Shower Door 2' - 6" 7' - 6" 3/4" Glass - 1/2" Low Iron, Tempered TBD Powder-Coated GL-3 Glass, Frameless hardware ST-1 _Countertop 69 SF Countertop - 3/4" Stone - Honed Finish - Type TBD verify all dimensions. E Glass Shower Door 2' - 6" 7' - 6" 3/4" Glass - 1/2" Low Iron, Tempered TBD Powder-Coated GL-3 Glass, Frameless hardware IN-4A _Insulation - Foundation - Under slab/footings 2534 SF Rigid insulation 2", rated for foundation loads (R-20) K Entry Door 3' - 6" 7' - 6" 1 3/4" Wood Composite TBD TBD Insulated, Wood-Clad Exterior Entry Door L-1 _Landscape - Gravel 1541 SF Medium Gravel N L-2 _Landscape - Pavers 1541 SF Stone pavers, 6" x 12", sand set MB-3 _Membrane - Foundation - Subgrade Waterproofing 2534 SF Membrane - Subgrade Waterproofing L-3 _Paving (Permeable) 3066 SF Glazed Openings WD-4 _Wood - Flooring 2771 SF 5" wide engineered white oak flooring, whitewash stain, matte clear waterbased urethane Mark Type System Basis of Design U-Factor (Max) SHGC (Ming Glass Type Comments sealer G-W1 Window Fixed / Operable Scheuco AWS 90 0.32 0.4 GL-1 Bedroom Egress, 15 SF Operable Materials - Glazing Leaf > 5.7 SF Min Mark Name Description G-N1 Clerestory Fixed Scheuco AWS 90 0.32 0.4 GL-1 G-N2 Clerestory Fixed Scheuco AWS 90 0.32 0.4 GL-1 GL-1 _Glass - Exterior- Triple Glazed Triple Glazed IGU - Guardian Sunguard 70/37 Low-E coating on #2 Surface. Interior and Exterior lites G-N3 Clerestory Fixed Scheuco AWS 90 0.32 0.4 GL-1 Fully Tempered (FT). All lites Low Iron glass. Both air spaces Argon filled. G-El Window Fixed / Operable Scheuco AWS 90 0.32 0.4 GL-1 Bedroom Egress, 15 SF Operable GL-2 _Glass - Interior - Shower 1/2" Thick Monolithic - Textured Glass, Pattern TBD - Low Iron Leaf> 5.7 SF Min G-E2 Sliders / Clerestory Scheuco ASE 80 /AOC 50 0.32 0.4 GL-1 G-E3 Sliders / Clerestory Scheuco ASE 80 /AOC 50 0.32 0.4 GL-1 Equipment Schedule G-E4 Sliders / Clerestory Scheuco ASE 80 /AOC 50 0.32 0.4 GL-1 G-E5 Window Fixed / Operable Scheuco AWS 90 0.32 0.4 GL-1 Type Mark Count TYpe Manufacturer - Model G-E6 Window Fixed / Operable Scheuco AWS 90 0.32 0.4 GL-1 Bedroom Egress, 15 SF Operable Leaf > 5.7 SF Min FE-1 1 Dishwasher Bosch - SHVM78Z53N - 24" Wide with Panel G-S3 Clerestory Fixed Scheuco AWS 90 0.32 0.4 GL-1 FE-2 1 Refridgerator Bosch - B361T905NP - 36" Wide with Panel G-S2 Clerestory Fixed Scheuco AWS 90 0.32 0.4 GL-1 FE-3 1 Cooktop Bosch - NITP66OUC - 36" Induction Cooktop G-S1 Clerestory Fixed Scheuco AWS 90 0.32 0.4 GL-1 FE-4 1 Wall Oven Bosch - HBLP451 UC - 30" Wide G-W5 Window Fixed / Operable Scheuco AWS 90 0.32 0.4 GL-1 Bedroom Egress, 15 SF Operable FE-5 1 Dryer Bosch - WTG865H4UC - 24" Wide Leaf > 5.7 SF Min FE-6 1 Washer Bosch - WAW285H2UC - 24" Wide G-W4 Sliders / Clerestory Scheuco ASE 80 /AOC 50 0.32 0.4 GL-1 FE-7 1 Sink Disposal Insinkerator - Model TBD G-W3 Sliders / Clerestory Scheuco ASE 80 /AOC 50 0.32 0.4 GL-1 G-W2 Sliders / Clerestory Scheuco ASE 80 /AOC 50 0.32 0.4 GL-1 Plumbing Fixtures Type Mark Count Description Manufacturer - Model 1 Manufacturer - Model 2 Lighting Fixtures FP-1 4 Toilet - Wall Mount Toilet - Duravit, ME by Stark Wall Mounted Elongated Tank - Duravit, Dura System in-wall concealed tank and Seal&Signature: Type Mark Count Type Comments Manufacturer Model Lamp Luminous Flux Wattage Lumens/Watt Color Temp Voltage Toilet, with soft-close cover carrier FP-2 3 Shower System - Wall Mount Shower - Hansgrohe Raindance S Shower Head, Valve - Hansgrohe Ecostat S Thermostatic Valve with Q� Handshower diverter functions.for two functi CF-1 6 Ceiling - Fan Minka Aire Roto XL 62" n/a 1 Im 420 W 0 Im/W 0 K 120V �,`�-��ytiGu 4 FP-3 3 Bathroom Sink & Faucet - Sink - Kohler, Verticyl 13-3/4" Undermount Sink with Faucet - Vola - 911 - Single-Handle Wall-Mounted Faucet, ®LC-1 2 Ceiling - Surface Mount Lucifer CY1 LED Integrated 994 Im 34 W 58 Im/W 3000 K 120V * , Downlight Undermount Overflow Color TBD , FP-4 1 Bathroom Sink & Fauuet - Wall Sink - Nameeks, CeraStyle 003100-U Wall Sink Faucet -Vola - 911 - Single-Handle Wall-Mounted Faucet, , ` `, LC-2 3 Ceiling - Pendant Kitchen WAC Caliber 3" Pendant LED Integrated 508 Im 33 W 46 ImN1/ 3000 K 120V Mount Color TBD ` LC-3 1 Ceiling - Pendant Dining Artemide Alphabet of Light LED Integrated 5226 Im 50 W 105 Im/W 3000 K 120V FP-5 1 Kitchen Sink - Undermount Sink - Kohler Strive Stainless Steel Undermount Faucet - Vola Kv8 - Single-Handle Deck-Mounted Faucet � 7`'�' Linear Color TBD LC-4 1 Ceiling - Pendant Breakfast Vibia Vol 0220 LED E27 Lamp 1440 Im 40 W 36 Im/W 3000 K 120V FP-6 1 Wetbar Sink - Undermount Sink - Eklay Lusterstone 14.375" Stainless Steel Faucet -Vola Kv8 - Single-Handle Deck-Mounted Faucet, No. Description Date LC-6 6 Ceiling - Surface Mount - BOH Nuvo 5 sconce LED A Lamp 750 Im 54 W 83 Im/W 3000 K 120V Undermount w/ strainer Color TBD LE-1 12 Exterior - Adjustable Flood Puk Qubo Micro - 28 deg LED Integrated 474 Im 72 W 79 Im/W 3000 K 24V DC LR-1 4 Ceiling - Recessed Lucifer Atmos 2 - Adjustable LED Integrated 920 Im 48 W 77 Im/W 3000 K 120V LR-1 B 3 Ceiling Recessed - Wet Lucifer Atmos 2 - Wet LED Integrated 924 Im 36 W 77 Im/W 3000 K 120V Location Location - Adjustable LT-1-30 10 LED Tape - 30" WAC InvisiLED PRO LED Tape 537 Im 75 W 72 Im/W 3000 K 24V DC LT-1-60 1 LED Tape - 60" WAC InvisiLED PRO LED Tape 1075 Im 15 W 72 Im/W 3000 K 24V DC LT-1-90 1 LED Tape - 90" WAC InvisiLED PRO LED Tape 1612 Im 23 W 72 Im/W 3000 K 24V DC LW-1 25 Wall Sconce - 6'-0" AFF (Hall Nuvo 5" sconce LED A Lamp 750 Im 225 W 83 Im/W 3000 K 120V Lig ht) LW-2 7 Wall Sconce - 4'-0" AFF Koncept Z-Bar Mini - Wall LED Integrated 320 Im 35 W 64 Im/W 3500 K 120V (Reading Light) Mount - Color TBD LW-3 7 Wall Sconce - 6'-0" AFF Flos Glo-Ball Wall Mount LED E26 1800 Im 98 W 129 Im/W 3000 K 120V (Bathroom Vanity) Schedules -®3® Project: Greenport House 1360 9th Street Al 61 C1 D1 Greenport, NY 11944 Design Consultant: I BAAB, LLC -f 234 South Main St#403 Middletown CT 06457 T: 202-236-8036 Professional of Record ' Ulgur Aydin, PE m KSK Construction Group 136 N 10th St, Brooklyn, NY 11249 ° I ° d° Owner: 4 Abigail Nitka I , 165 North 10th Street Brooklyn, NY 11211 'I Foundation wall with IN-4B/ continuous insulation Structural Engineer: Silman 32 Old Slip, 10th Floor f New York, NY 10005, T: 212-620-7970 ° MEP Engineer: / d � EP Engineering ! 110 William St New York, NY 11038 Landscape Architect ° I a Nishiel Patel Design Office / I ° 372 Jefferson Ave d ° Brooklyn, NY Civil Engineer: ° ° { Subsurface Specialists Inc 105 Maxess Road, Suite 124 ° I , Melville, NY 11747 T: 631-980-3912 d ° (DLLi- - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I This document is an instrument of d I professional service. It is intended for use only as drawn and noted.Contractor shall I C2 verify all dimensions. Al I ° I N Unvented crawl space: D1 I 3b ° slab-on-grade over vapor barrier MB-3, and continuous ° 3a insulation IN-4A °d A2 / / � � d _- i C1 3b I ° B1 I d G I I I B2 d I C ° D2 \yI T 2 Seal &Signature: d e. eu 41 lot No. Description Date d d j I I \ d — Construction Plan -Foundation A2 B2 C2 1 D2 - ! 0 4 1/4"= 1'-0" Pro'ec : Greenport House 2 1360 9th Street A-301 A-300 Greenort, 1 NY 11944 Al 61 A-201 C1 D1 P Design Consultant: -N 28'-2" 2 7'-10" 234ASo out Main St#403 Middletown,CT 06457,T: 202-236-8036 1 Professional of Record Ulgur Aydin, PE KSK Construction Group 136 N 10th St, Brooklyn, NY 11249 i2 � `_ � 2 1 V3563 I 1 A-359 3 g 4 Bath Bath I Abigail Nitka i 02A 4 165 North 10th Street ' I I !1 Brookl n NY 11211 ' Prima Bedroom 3 j 80 SF 80 SF ! I Kid' Bedroom 8 �M t1 y 0 I - 4 / ' 3 02 Structural Engineer. ' - 1--� i N Silman 1 / 307iSF I 7 A-357 5 273 SF 32 Old Slip, 10th Floor 3 A-357 1 ( I New York, NY 10005, T: 212-620-7970 12'-8" 7'- ' / 12'-7" MEP Engineer: g 2 i EP Engineering i ! 110 William St ' 2 4 3'-9 A C A 3'-9 I 4B ! 1 / New York, NY 11038 ' i 1 A-302 /j / I i A-302 Landscape Architect 2'-2" Nishiel Patel Design Office ' j I 5 W/D / I 5 A-360 ' Brooklyn,NY Ave En Civil ineer: g Subsurface Specialists Inc / - 4 A-360 2 I 105 Maxess Road, Suite 124 4 ELEC / Melville, NY 11747 T: 631-980-3912 n!L 1 2 25'-3" This document is an instrument of \ A-300 A-301 professional service. It is intended for use -� Trench drain only as drawn and noted. Contractor shall j � � ` C2 verify all dimensions. 2 \ Livin Rm i D1 2 i A-302 \ 03 A-302 N \ _ / 488 SF LO 1 A-252 ` 3b i A-200 2 \ ( b 4 A-350 2cli \ 3 \ I � ` Bench \ - A2 / I yTrench drain Trench drain - / 1 _ -__'Kitchen A-351 a __' �. 349SF ' '�� 2 Closet 3b W / 28 o u CD A-352� 1 Room 1 A-351 11 Trench drain Y i 1 2 I 2 SF A-3 1 2 A-301 A-300rl�a Dining Rm 5 A-352 4 I 1 :A-25)3 1 A-201 bo I ' 04 Room Q-� A-251 1 338 SF ( 4B 12 o _ t 24 SF IN, I _ B1 1 1 A-303 ' 3B I % ' A-303 B2 3 I A. 1 4B ' A-805 _—-— —- Bench D2 A-351aa v 2 2 ' — - , Seal&Signature: i ERV = _ _ _ __ _ _= A 4 A-361 2 o A I f � atGU �Q — — Desks.. �v Q 1 ( I 078759 I Guest Bdrm 2 06 ( Bath 197 SF 3 07 Stud 2 No. Description Date s A-303 I 2 289 SF 3 09 /" A-303 N I ( in 290 SF ' ' f ' W 3 A-353 4 1 A-354 3 ' I ; I 2 -. 12'-8" \\ ; 1 A-355 3 1 S 2 B2 36'-10" Construction Plan -First FI 1 2 A-200 A-300 A-301 C2 D2 - 10 1/4"= 1'-0" Project: Greenport House 1360 9th Street Al B1 C1 D1 Greenport, NY 11944 Design Consultant: BAAB, LLC 5 234 South Main St#403 Concealed downspout 10'_2" Middletown, CT 06457, T: 202-236-8036 i Professional of Record Ulgur Aydin, PE 5 KSK Construction Group 136 N 10th St, Brooklyn, NY 11249 i Supplemental scupper outfall to gravel below Owner: i Abigail Nitka 165 North 10th Street i Brooklyn, NY 11211 Structural Engineer i i man 32 Old Slip, 10th Floor New York, NY 10005,T: 212-620-7970 Note: MEP Engineer: / All downspouts and stormwater EP Engineering drainage to be routed to nearest 110 William St drywell. See Plumbing. New York, NY 11038 Landscape Architect: Nishiel Patel Design Office i 372 Jefferson Ave Concealed / Brooklyn, NY downspout i Civil Engineer: Subsurface Specialists Inc 9'-9" 105 Maxess Road, Suite 124 04 - - 0Melville, NY 11747 T: 631-980-3912 p / Supplemental scu per � i This document is an instrument of outfall to gravel below professional service. It is intended for use only as drawn and noted. Contractor shall 12'- 10" C2 verify all dimensions. Al 1 N 3b 9'-91, 9'-g„ 3a 1 I 19'-4" J Concealed A2 downspout I l D1 I Wood cladding WD-1,typ C1 -9" I 20'- 1" ------------- 3b � .J�-�'' ' Concealed 1 _ ! � downspout 3a I i I B1 I 16'-6" Concealed B2 downspout -------------------------------- D2 Supplemental scupper \ outfall to gravel below RF— tffflt4#i - - —( 2 ) Seal&Signature: ': 10'- 10" 9'- 10 i . 3 (9 ;z. w 13'-4" iS3Fti. 7 No. Description Date 13'-8" - Supplemental scupper outfall to gravel below i 1 Appendix RA Solar-Ready Zone 10'-2" Min 300 SF \ Concealed downspout i Construction Plan -Roof A2 B2 C2 D2 11'-2" -10 1/4"= 1'-0" Project: Greenport House 1360 9th Street Al 61 C1 D1 Greenport, NY 11944 Design Consultant: GFI BAAB, LLC 234 South Main St#403 5 ' �`— Middletown, CT 06457,T: 202-236-8036 GFI Professional of Record / u UI ur Aydin, PE KSK Construction Group I / / 136 N 10th St, Brooklyn, NY 11249 Owner: E ID Abigail Nitka Bath Bath i I / 165 North 10th Street Brooklyn, NY 11211 I 01A 02A / Kid' Bedroom / I 02 Structural Engineer: 80 SF 80 SF ; � / GFI /' Primarr Bedroom GFI / / Silman / - GFI - 473 SF / 32 Old Slip, 10th Floor / 01 / New York, NY 10005,T: 212-620-7970 I j 307 SF ' I / MEP Engineer: I EP Engineering I % I GFI i GFI I % 110 William St New York, NY 11038 I E / Landscape Architect Nishiel Patel I / AHU WH Wjp 372 Jefferson Ave Design Office - / Brooklyn, NY Civil Engineer: / I / Subsurface Specialists Inc I / / 105 Maxess Road, Suite 124 Melville, NY 11747 T: 631-980-3912 ELEC / (D4 / \ GFI / / \ - S-3 I \ r I I I \ This document is an instrument of professional service. It is intended for use \ I I \ only as drawn and noted. Contractor shall Al I \ C2 verify all dimensions. \\ 0 I I \\ I N \ — S/O S/O I \ I 3b \ I r r I \ \ I I Livina Rm I \ 3a \ 03 \ I I 488 SFE;E// �; l � \\ \ \ \ I S I GFI GFI I I r \ — 110 3b U- � GFI Countertop l \ pop up outlet Kitchen I I \\ I 49 SF I6) \\ Dining Rm 04 AHU AHU o \ C Countertop \ B1 _ 338 SF pop up ® _ outlet I� 1 \ B2 g I � GFI \ / GFI \ Seal &Signature: V V � - I s-1 a cam LY-1 Lighting fixture type O ERV rr I 1-GI/R O as Control zone - - - - - - - - - - O / AHU .: w n/s Light fixture- Not switched I I , O 75Q j/s Lighting fixture-doorjamb switch ' ' I � yat� �,�P� " / j I / I •a "€�5l p•�. GFI i Bath / I No. Description Date S-1 Switch-Single Guest Bdrm GFI 07 ' Stud as Control zone 06 / 89 SF pg I I GFI S-3 Switch-3-wary 197 SF - ❑ 290 SF GFI j as Control zone ' S/O I I D-1 Dimmer-Single rr I I as Control zone D-3 Dimmer-3-way , , , / 77 \ I as Control zone I � , � � 77 GFI no outlet-Duplex A2 B2 Wall outlet- Duplex I I GFI � !� 1 Electrical Plan -First FI S/O Outlet-Switched as Control zone i C2 D2 IA-1 3 1/4"= 1'-0" Project: Greenport House 1360 9th Street Al 61 C1 D1 Greenport, NY 11944 Design Consultant: 234ASouth Main St#403 - - / 5 Middletown,CT 06457,T: 202-236-8036 /% g r Aydin,Professional of Record UIuAd'nP KSK Construction Group / 136 N 10th St, Brooklyn, NY 11249 LW-2 LR-1 B j LR-1 B n/s bb cc b LW-2 i n/s i I , Owner: Abigail Nitka 166 North 10th Street / C�{1 �F_1 Brooklyn, NY 11211 tt Structural Engineer: LW- /OLW-3 i Silman b c 32 Old Slip, 10th Floor L a-1 bb �� i I New York, NY 10006, T: 212-620-7970 LW-2 % LW-2 i n/s D-1 ; n/s ,i MEP En meer: ;; Db-1 LW- / LW-3 c LW-1 �% g b c d j EP Engineering 110 William St New York, NY 11038 D 1 Landscape Architect: S-1 { a LTJ1-31 LT-1-30 D-1 g_1 Nishiel Patel Desi n Office as J/s d dd 372 Jefferson Ave i g_ S-1 % Brooklyn, NY LW I ttt / tt a o o o o // Civil Engineer: LRA LRA LWA LR 1 LRA LWA �, Subsurface Specialists Inc j/j as as ( LW 1 3-1 d d� dd d / 105 Maxess Road, Suite 124 -0 a LRWm1 mm Lmm1 Melville, NY 11747 T: 631-980-3912 On 04 O O / LE-1 LE-1 % LWA S-3 D-3 D-3 S-3 LW-1 LWA jj jl / LWA ee t e ee r ee ee i This document is an instrument of ee professional service. It is intended for use LE-1 �j only as drawn and noted. Contractor shall Jj C2 verify all dimensions. Al 0- LE-1 � S-1 i D1 Jj i� Jl 3b N i - 3a CF-1 t i CF LE-1 W-1 j hhh i D-3 S D-1 D-3 S-3 De e r I �,///'//� // S 1 ' Dt3 h hhh // O i— / � LWA 1 LC-4 99 gg h ee , � � � D-3 LV�I-1 i i i � D-3 ff f C1 S-1 ll LE-1 '% q I iJj Lw-1 0 0 0 3b i / LC-1 LC-2 I �I f q hh /� to S-1 3a i LE-1 /ipi S-1 qq jjj i JJJ LW-3 LW-3 i qq qq -O LC i O S- LT-1-90 hh D2 i LC-6 i qqq LC-6 qqq S-1 LE-1 O qqq jjjj JJIJ B 1 I i 0,y / S-1 %// LC-3 LT-1-30 LI-1-30 i 0 / ff j/s 1/s LC 2 LW-1 j LE-1 B2 hh hhh jjjj D-3 D-3 / hh hhh jLE-1 LE-1 / 2 LWA LWA LT-1-30 LT-1-30 /� jjjj jjjj i f -1 D_ — _ _ hhh - - j/s j/s / — 2 Seal& Signature: Key 7771 S-1 i LW-2 LW-1 / OLY-1 Lighting fixture type LC-6 LT-1-30 LT-1-30 m m k CO �LG go49, n/s j/s /s LW-1 S-1 as Control zone �� 1 n LW-1 kk k On/s Light fixture- Not switched %j T-1-30 , j/s 9 / j/s p LW-1 / D-1 kk 57s O j/s Lighting fixture-doorjamb switch I / pp No. Description Date S-1 Switch-Single CF-1 I /" as Control zone u CF-1 S-3 Switch-3-way O LW-3 j uu as Control zone A D-1 Dimmer-Single i ; LW-1 as Control zone 1 LW-2 o kk IX LW-2 i LRA B D-3 Dimmer-3-way //� %%%/%/i' n/s pp as Control zone / ' j% Floor outlet- Duplex 132 AWall outlet- Duplex S/O Outlet-Switched Ceiling Plan -First FI as Control zone i C2 D2 -1 51 1/4"= 1'-0" Project: Greenport House 1360 9th Street Greenport, NY 11944 Design Consultant: BAAB, LLC 234 South Main St#403 B1 A2 C1 D1 C2 Middletown, CT 06457,T: 202-236-8036 Professional of Record Ulgur Aydin, PE KSK Construction Group 136 N 10th St, Brooklyn, NY 11249 I I I I I I I I Owner: I I I Abigail Nitka 165 North 10th Street Brooklyn, NY 11211 I I I Structural Engineer: Silman 32 Old Slip, 10th Floor New York, NY 10005,T: 212-620-7970 I I I MEP Engineer: EP Engineering 110 William St New York, NY 11038 Landscape Architect in I I I Nishiel Patel Design Office 372 Jefferson Ave Brooklyn, NY Civil Engineer: _Walls ► Subsurface Specialists Inc 105 Maxess Road, Suite 124 co7 -6 Melville, NY 11747 T: 631-980-3912 Cl) o I I ! f II This document is an instrument of I professional service. It is in tended for use li only as drawn and noted. Contractor shall l I verify all dimensions. I I fY I I I I I ! I N Al First Fl 0 0 I I I I I I OElevation 2-a 3/8" = 1'-0" f 4 4 2 I I I _ S - i IN— Seal&Signature: 3LO a� m I li �I h Walls ►, Rcr T— Vu � i , j r IIII IIII 'IIIIII:i III Ill �lIIII l i,l' ,.i, IIIII I� ��Q�� M I II I III 1 III,ICI I I � I i � I it III II II LI II li„ I I, f IIIII I, III I!l llll''I'll lull IIII I.'li III 'I;I� III I! ' III III III:IIII No. Description Date i � p IIf1 ill I i,lllll 1i 1 III I I �I I ICI I III c— IIIII�'li li'I ll�l IIII,ll1 li IIII I' I I Il IIII li I � I i II I I'll � I ' II' I I),III III III � I ill; I III I I I � i I I I I I I I I IIII I Ills III I I I'I'I 4 . I I � ' �'Ili 111 I'' ll I I IIIII(IIII I II III'I I illy Il 1,li I � I, I , IIII III I I' I I;'I IIII IIIIi I Illjl Illy, Illlllll II I l i I I. ' IIIII II '. i i I I'I�IIIIII II'i'I' I r ,,,l,„IIII, Il i � IIII,I�jIiIIII llll!I:I'lII I I i ll',' I I'll ''I IIII I'I IIII II !IIIII III 'l I III I IIII III I I I ' I I Ii'III� I I II Ill'.'IIII I,.II'' ll'II I,'I I'I I'II Ill I i I. I rll, I I Ili I I,I Illlllll IIJ.'I 111 I' il'Ih I I III I,li I IIII it I 'I ' Iij lilll,l'I I — J III I' III IIII,II ,' First Flw 0.-0,1 I OElevation 3-a 3/8" = 1'-0" �K Elevations-Exterior 2 ® 3/8"= 1'-0„ .�+ 41 Proiect: Greenport House 1360 9th Street Greenport, NY 11944 Design Consultant: BAAB, LLC 234 South Main St#403 Middletown,CT 06457,T: 202-236-8036 2 4 Professional of Record Ai Ulgur Aydin, PE KSK Construction Group 136 N 10th St, Brooklyn, NY 11249 � I I \, Owner: Abigail Nitka 165 North 10th Street Brooklyn, NY 11211 Structural Engineer: _.: Silman ✓' \' 32 Old Slip, 10th Floor ,' New York, NY 10005,T: 212-620-7970 Engineer: EP 1 0 Engineering m New York, NY 11038 Landscage Architect N shiel Patel Design Office i N 372 Jefferson Ave Brooklyn, NY I—U-- L I i— — — � — LU 105 Ii Civil Engineer: g Subsurface Specialists Inc 7'-6" as j I Melville,Ile, NY 11747 Tu6311980-3912 I I N M i j i I � I This document Is an instrument of I i professional service. It is intended for use i only as drawn and noted.Contractor shall verify all dimensions. I i j - ! N First FI 0'-0.. I I OElevation 1 -a I 3/8"= 1'-01, C2 D1 C1 A2 131 I I I I I I I I I I I I I I I I I I I i I I I I M � ,`P utl3lrR �'A N I I I I i r a i Walls 076759 T-6' �S10 I I 1 I Cl) I r, I ! No. Description Date I I I I I i — — — First F1 0 0'-0.1 I I I I I OElevation 1 -b 3/8"= 1'-0" Elevations -Exterior -2 0►1 3/8"= 1'-0" Proiect: 2 4 Greenport House 1360 9th Street I I Greenport, NY 11944 Design Consultant: BAAB, LLC 234 South Main St#403 / , h Middle t own, CT 0 64 5 7,T: 202-236-803 6 Professional of Record Ulgur Aydin, PE KSK Construction Group 136 N 10th St, Brooklyn, NY 11249 WIN Owner: Abigail Nitka 165 North 10th Street Brooklyn, NY 11211 Structural Engineer Siiman 32 Old Slip, 10th Floor New York, NY 10005,T: 212-620-7970 MEP Enginee EP Engineering 110 William St New York, NY11038 Walls qr EL 7'-6" Landscape Architect Nishiel Patel Design Office •I,,�a°.F,a�{�$,�fit>''titsx°'`zs�'�rcz;�. ' a a�-----II 1 1 I'II,II1'!�fII1III'I!I,III I1I'I;I IiI'lII'1II�'iII;irIIII!III(iIII Il:.P,III:III:Ia��1II,l;,Ii IIlIII;IlIIII'I'II"I�III�Il.I'IIiI'IiIII'II I:I•IIiIIIlII-',l'',I,IlIn'I,IIIlllII'lII,I,I,II�lI!:!IiIIII-I.III'II'III II,:IIIIII,IIIII i,I•,IIlIIIIIIIIIIII IIIII;IIIIr1'I.Ii:l,.IIil;lII''iIiI'IIIIIl lII'IIlIIll'II i�i'III'lII;I' III'I'iI,IIl)LI1I1 I'II;IIIIIIllIIII'IIII,'I:I''IIIlIIiIIII'.I II'IIIII(II;IIIIII'�!'III'I'IIIIIIIIl1'I:I)'III''l1I I',II;I'IIIIIIIII;II''lII!IIIIIIIIICII'I IIIIIIjIl'IIIIIIII,II�I IIIIIIIIIIII(I'II,IIIIIII:I,I�',I I'''I,II'''lIIIIIIIII'IIIlIllIIII1IIII il;IlIIL'I'IIII II;Ij'.I'I;lIIIlIIII I1I�1IIIIllII''IIIi II,11IlII1III,ilII;I' IIIIII�'.l.:II!IIII1I,;lii I �;I'IIIII.lIi'i1'I I;jI�I,lIllIIIII:II;il•':'I',II;III�I'III�t�IiIj'I'IIIII;I'I;I:II1'I'lIIII'llI�''I,IIllI III''I''I,', II'IIIiII;;IIII'III IIIIIII,lII!I!I1 '11'I''''III'III''I III'I'III!l:i,II1III II'IIIi'iII1l I;'iII:lIIII;I' I1IlI�Il1lilII''''1, _FFoiros t-ti nFg I v3e7_r2g i�f Jefferson efferson Br Ave Brooklyn, v1° e Brooklyn, NY Civil Eng\ inee Subsurface Specialists Q��I n2�f�i c 105 Maxess Road, Suite 12J t 4 Melville, NY 11747 T: 631-98. 0-3 912 This document is an instrument of professional service. It is intended for use only as drawn and noted. Contractor shall 01 0 I I- N +-H441 -6'-0" Section 9 3/8"= 1'-0" 4 2 Seal & Signature: Walls A078759 No. Descripfion Date 0 0 11 1 1 iII I!,I FirstF _ 01-01, _I1=— IILL _ Uld Sections / Footing � OSection 2 3/8"= 1'-0"3/8"= 1'-0" Proiect: Greenport House 1360 9th Street Greenport, NY 11944 Design Consultant: BAAB, LLC 234 South Main St#403 Middletown, CT 06457, T: 202-236-8036 i Professional of Record AK� I Ulgur Aydin PE X n KSK Construction Group 136 N 10th St, Brooklyn, NY 11249 i Owner: Abigail Nitka 165 North 10th Street Brooklyn, NY 11211 Structural Engineer: Silman ' Y y 32 Old Slip, 10th Floor i New York, NY 10005,T: 212-620-7970 MEP Engineer: EP Engineering 110 William St j New York, NY 11038 _Walls Tv Landscape Architect: 7'-6" Nishiel Patel Design Office 372 Jefferson Ave i Brooklyn, NY Civil Engineer: Subsurface Specialists Inc O Q O 105 Maxess Road, Suite 124 Melville, NY 11747 T: 631-980-3912 X> xi This document is an instrument of professional service. It is intended for use only as drawn and noted. Contractor shall verify all dimensions. First FI 7tw 0'-0" 1 IR�_I N d. I a I a i d d o d r a a a a a y a a d a I + _ _Footing -6'-0" OSection 3 3/8"= 1'-0" 2 o Seal&Signature: (V O Y� — — — — — — — Walls ' $� �VQUA .Q 7 -6 Ui LU If O x� 076759 ' ESS1o . No. Description Date F _First A mr 0'-0" I 1_II_=1II- =1I1==1II- 1II—II IIEW I d a I a a 4 j I a o °4 d o Sections °dada - a a d Footin -6'-0" -301 OSection 4 3/8"= 1'-0" 3/8"= 1'-0" Pr_ oject: Greenport House 1360 9th Street Greenport, NY 11944 D1 Design Consultant: B1 A2 C1 BAAB, LLC I ._I I - I I - ..i 234 South Main St#403 r r r i Middletown, CT 06457,T: 202 236 8036 � I I I I I I Professional of Record 1 _t KSK Construction Grou i i I 1 1 1 l ---- --i l I 136 N 10th Brooklyn, NY 11249 TT7 ` * Owner: Abigail Nitka 165 North 10th Street Brooklyn, NY 11211 i I Structural Engineer: Silman 32 Old Slip, 10th Floor Waller New York, NY 10005,T: 212-620-7970 MEP Engineer: i j \ EP Engineering 110 William St < New York, NY 11038 / \ j Landscape Architect Nishiel Patel Design Office 372 Jefferson Ave Brooklyn, NY e \ / e Civil Engineer: \ / Subsurface Specialists Inc i 105 Maxess Road, Suite 124 \ / Melville, NY 11747 T: 631-980-3912 ❑' EJ I > d — First Fl -- 01-0„ EA —I —I This document is an instrument of I _I 1=--_III- " ° ° -III— professional service. It is intended for use --I I a- = only as drawn and noted. Contractor shall verify all dimensions. I ° ° d ° v ° N 41 Footing- -6'-0" OSection 5 3/8" = 1'-0" B1 A2 C1 D1 F-1 H 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 Seal&Sia nature: Ls Walls yr MEN it u w e O a# , No. Description Date j x }l I I I I I j o a r. ! _ First FI I ICI ill , �l; �lllllll j14 o 111111111- AT ° -1 I r ° i j I I I I ► ° I e ° e ° Footing y -6'-0" Sections QSection 6 -3®2 3/8"= 1'-0" 3/8"= 1'-0" Pr_ o*ect: Greenport House 1360 9th Street C2 D1 C1 A2 Greenport, NY 11944 Design Consultant: BAAB, LLC 234 South Main St#403 Middletown, CT 06457, T: 202-236-8036 I I I I Professional of Record Ulgur Aydin, PE KSK Construction Group _ — 136 N 10th St, Brooklyn, NY 11249 j Owner: /. Abigail Ni ka 165 North 10th Stree t _ I - I Structural Engineer. TT- 32 Old Slip, 10th Floor _ New York, NY 10005;T: 212-620-7970 MEP Engineer: _ I P Engineering - - -. 110 William St - � TT New York, NY 11038 f _ I Walls Landscape Architect Nishiel Patel Design Office \ / \ 372 Jefferson Ave Brooklyn, NY I \ / \ Civil Engineer: { 1 I I Subsurface Specialists Inc I \ / \ 105 Maxess Road, Suite 124 Melville, NY 11747 T: 631-980-3912 I X 1 p instrument professional ss o al service. isintended for use I n only as drawn and noted.Contractor shall _First FI M► verify all dimensions. of oa - — I 7 I—--III I I I N r- d I I I I I G I r A j a ° a I _Footing -6'-0" OSection 7 3/8"= 1'-0" C2 D1 C1 A2 I I I I TF TM I � .l I I I I I I I I _.. ]]IT — r 0 I ' > xs Walls 7'-6" Seal &Signature: Of HE 5 i I I I \)OUR CD Cc' e / I t'u F I I \ I I I \ I No. Description Date F � ! � I 0 \ fFIF I --- — \ First Fl ------- -III=11 d � d III--III I i— d I d d ° ° 6 Oil u d o a 4 a 4 Footing, -6'-0" Sections OSection 8 3/8" = 1'-0" -303 3/8"= 1'-0" Project: Greenport House 1360 9th Street Greenport, NY 11944 Generated b REScheck-Web Software REScheck Software Version : REScheck-Web section section _ - - Y Plans Verified Field Verified �( # Foundation Inspection Compiles? CommentslAssum done { Plans Verified Field Verified Design Consultant: Compliance Statement: The proposed building design described here is co intent with the building tans,specifications,and other Valua Value P p # Framing/Rough-In Inspection[ Complies? CommentsJAssum tlons P P P 9 9 9 P &Req.lD _ q Value Value -� P g IV 1 Compliance: Certificate calculations submitted with the permit application.The proposed buildin been designed to meet the in t NYStretch-Inspection IECC Inspection Checklist 402.1.2 'Slab edge insulation R-value. R- 20 R- &Re 1D - requirements In REScheck Version:REScheck-Web and to comply wi I a a my requirements listed in the REScheck Inspection l�Compbes See Mr EnvMnpe assemblies 402.1 1, Glazing U-factor(area-weighted U-0_19 U- Wcomplies See the Fnvelepe,Assemblies BARB LLC [Foil' table for values. r Checklist, :❑Unheated �Q Unheated ❑Does Not 402.3,1, average). : ❑Does Not table for values. Ener Code: 2020 NYStretch-2018 IECC v Q ONot Observable 402.3 ONot Observable NServable 234 South Main St#403 Ted Baab,Design Consultant 9J14/2023 gY �Heated Heated 402.3.3, Name-Title gn Date Requirements:100.0%were addressed directly in the REScheck software ONot Applicable 402.5 ONot Applicable Middletown,CT 06457, T• 202-236-8036 Text In the"Comments/Assumptions"column is provided by the user In the REScheck Requirements screen.For each ts, " Project Greenport House 402.1,2 Slab edge Insulation 4_0 ft It ®Compiles See the Envelope Assemblies _ requirement,the user certifies that a code requirement will e t met and how that is documented,or that an exception iF03P depth/length. table for values 303.1.3 U-factors of fenestration products ' s being claimed.Where compliance is itemized in a separate table,a reference to that table is p'ovided. ❑Does Not p (SlComplies Requirement will be met, Energy Code: 2020 NYStretch-2018 IECC x., [FR4]1 are determined in accordance ❑Does Not Professional of Record ONot Observable with the NFRC test procedure or 'Location on plans/spec: Location; New York,New York Section Plans Verified Field Verified !! ONot Applicable taken from the default table. ONot Observable Construction T e: Sin Single-family # Pre-Inspection/Plan Review ___.___-�T� Como, I Comments/Assum tions ONotA Applicable See A-030 for glazing UlgurAydin PE YP 9 Y Value Value R 402.2.11 Unvented crawl space wall : R-20 R- iNCom Iles ,See the Envein eAssemblies _ pp'cable &Re ]D_ i P- p _ _ _ schedule._ Project Type: New Construction - - --F- ---- --_- IF071' insulation R-value. DDoes Not table for values 402 4.1.1 Air barrier and thermal barrier - J 103.1, Construction drawings and RICOmplies Requirement will be met. R-- R-- i KSK Construction Group Conditioned Floor Area: 3,034 ft2 i/ jFR23j installed per manufacturer's 1�Complies Requirement will be met. p 103.2 documentation demonstrate ❑Does Not ONot Observable . DDoes Not Glazing Area 76% , , Instructions.An approved third- Location anplans/spec: 136 N 10th St, Brooklyn, NY 11249 [Pitt} energy code compliance for the Location on plans/spat: ❑Not Applicable " Not Observable QNot Observable party will Inspect all components '� D See"AIr Leakage Climate Zone: 4 (5362 HDD) cr. building envelope,Thermal See 4-020 for assembly 303.2 Unvented crawl space wail g /Blower 'envelope represented on - ONO[Applicable type;and minimum R a [Complies .Requirement will 6e met. 'and verify compliance.See ��ONot Applicable poor Test Notes"on A-401. Permit Date: If081 Insulation installed per Dpoes Not 'section details and guidance •construction documents, values. manufacturer's instructions Permit Number: ----_------- - - - ---- t+: Location on plans/spec: from Table R_402.4.11. ONot Observable 103.1, Conslrudion drawings and ��Complies Requirement will be met. See A•3005 for sections 402.4.3 Fenestration that is not site built 103.2, documentation demonstrate 'i ❑Does Not ONot Applicable showing continuous , �rk)Complies Requirement will be met, Construction Site: Owner/Agent Designer/Contractor: 403.7 energy code compliance for Location on plans/spec: 'insulation around foundation (FR201 Is listed and labeled as meeting ❑Does Not ONot Observable t� 'AAMA/VJDMAJCSA 101l1.5.2lA440` 1360 9th Street Abigail Nitka Ted Baab [PR3] lighting and mechanical systems. See 4-020 and A-030 for ' _ _ crawl space. .or has InfrMA/Cn rates per NFRC i ONot Observable Greenport,NY 11944 165 North 10th Street SAAB LLC Ike Systems serving multiple ONot Applicable Iightng code compliance. 402.2.11 ,Unvented crawls ace continuous P Brooklyn,NY 11211 234 S Main St.Apt 403 ,dwelling units must demonstrate See d-series for mechanical , p OComplies Requirement will be met. 400 that do not exceed code ❑Not Applicable (F09j vapor retarder installed over DDoes Not _ limits, _ Owner: Middletown,CT 06457 compliance with the IECC systtm Compliance. exposed earth,joints overlapped } Location on plans/spec: ec: --- ----'-"--`----"---'-'- - ---- tedrobaab.work 'Commercial Provisions. __ f/ ONot Observable R R 402.4.5 IC-rated recessed lighting fixtures' ��mcom lies Abigail Nltka .by 6 in,and sealed,extending at 1 iq _Continuous vapor retarder 2 P Requirement will be met. least 6 in,u pp p IFR161 sealed el d to indicate s finish g 302.1, Heating and cooling equipment is Heating: Heating: Complies ,Regcirement will be met. p and attached to the; yyNOC Applicable MB-3 installed under entire ❑Does Not - - 403.7 'sized per ACCA Manual 5 based StuJhr 132 MBH Btu hr wall. ,r and labeled 5 indicate s2.0 cfm 2 P - ! - DDoes Not slab-on-grade(no exposed leakage at 75 Pa. ❑Nat Observable 165 North 10th .Street [PR21 on loads calculated per ACCA Cooling: Cooling: Location on plans/spec: earth).See A-030 for _Manual]or other methods ONot Observable :` ONot Applicable Btu/hr20 MBH Btu/hr9 Seed-series for mechanical �- _ membrane details. - ------ ----- Brooklyn, NY 11211 Compliance. 37.2%Better Than Code W Maxmum 01 505 Your UA: 317 Maximum 5l+GC: 0.40 Yo-Sitcc:0.32 approved by the code official. See Applicable Compliance. 402.2.11 Unvented crawl space wall 4.0 in. _in. ®Com lies See the Envelope Assembles 403.3,1 ,Supply and return ducts In attics `. ❑Complies Exception:Ducts located p p [FR12] insulated>=R-8 where duct Is DDoes Not -completely inside the the95 NOTprworse?lion Code lodes rnnccespow conero-danceeTime Houseiuhasea on rode trade off Times (F0101' distance sulation tancefdepth Off wall or table for values, p Y DDoes Not >=3inches In diameter and>_ ? It DOES NOT Pr"uae an esuma,e orenergy vse.....craaHvam,�n�io�mum-cmenome, distance from to of wall. U. building envelope. t.� P .O R-6 where<3 inches.Supply and ONot Observable Structural Engineer: Additional Comments/Assum tions: Not Observable Slab bnglade tradeofrs arc no longer con s,dercd Tin the UA or performance compliance path in REScheck.Each slab�on•grade p � 'return ducts in other portions of ®Not Applicable Location on plans/spec:ee: Sllma n ni ONat Applicable P P assembly in the specified climate zone must meet the minimum energy Code insulation R-value and depth requirements. - the building insulated>=R-6 for See M-series for mechanical 303.2.1 A protective covering is installed ]$�Complies 'Requirement wilt be met. 'diameterer>=3inches and R-4.2 compliance. 32 Old Slip 10th Floor (FO11] to protect exposed exterior ❑Does Not for<3 Inches in diameter. , insulation and extends a ONot Observable p P 403.3.2 Ducts,air handlers and filter - �- ®Complies Requirement will be met. New York, NY 10005,T: 212-620-7970 t„ Location on plans/spec:ec: minimum of 6 in.below grade- See A-300S for sections i PP showing foundation , 'join[s/seams compliant with Location on plans/spec: Envelope Assemblies ONotA licable IFR13] boxes arena co plia DDoes Not insulation,and protective International Mechanical Code or; ONot Observable covering(concrete fiber SeeM-series for mechanical MEP Engineer: i 9 International Residential Code,as ONot compliance. cement)installed over applicable.- _.._..7 exposed insulation_at grade. - --- ----------------------- - EP Engineering 403.3 'Duct system in new buildings and ®Com lies Ceiling Cathedral Ceiling YW 3.525� 60.0! 10.0 0.015 0.026 �53 y 92 403.9 ,Snow-and Ice-melting system ®Complies �Exception:Requirement is r - p Requirement will be met. [FO1212 ;controls installed. [F1321 additions are located in a ❑Does Not 110 William St '❑Uoes Not not applicable. u, conditioned s Location on plans/spec: Wall:Wood Frame,16"o.[. 1,786 21.0 20.0 0.026 0.045 li 20 � � pace!n accordance Door:Glass Door(over 50%glazing) t 460 0,190 0.270 87 124 st ONot Applicableo 'with Sections R403.3.7(1.2). ONot Observable compliance. ONot See Maeries for mechanical New York NY 11038 SHGC:0.32403.3.8 Ducts are sized in accordance - ❑Not Applicable Wlndow-Clerestory:Meta!Frame w/Thermal Break Additional Comments/Assumptions: FI 1 x -®Complies Requirement will be met. 374 0.170 0.270 64 101 ( 331 with ACCA Manual D and sections' DDoes Not SHGC:0,32 ,R403.7-R. Landscape Architect f9 1 Location on plans/spec: Window-Fixed/Operable:Metal Frame wlThermal ❑Not Observable ,SeeM-series for mechanical Nishiel Patel Design Office _ _ _ Applicable compliance. 372 Jefferson Ave Break 514 0.140 0.270 72 139 ONOLA licable SHGC:0.32 403.3.5 Widin cavities are not used as 9 ®Complies Requirement will be met. Floor.Slab-On-Grade(Heated) IFR15p 'ducts or plenums. - DDoes Not Brooklyn, NY Insulation depth:4.0' •ra Location on lands e y 3 Insulation position:Full Insulated(users specified 304 20.0 0.557 0.550 0 0 - ❑Not Observable p R c0 P Y P See M-series for mechanical perimeter R•value+R-5 under slab) ONot Applicable compliance Crawl Wall:solid Concrete or Masonry Civil Engineer: Wall height:4.0' 906 0.0 20.0 0.044 0.042 30 29 Depth below grade.3.0' Subsurface Specialists Inc Insulation depth:4.0' 105 Maxess Road, Suite 124 _ Melville, NY 11747 T: 631-980-3912 ---- - - 1 High Impact(Tier 1) 2 Medium Impact{Tier 2) 3 Low Impact(Tier 3)� 1 Hlgh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Law Impact(Tier 3) 1 High Impact(Tier it 2 Medium Impact(Tier 21 3 Low Impact(Tier 3) ------- -- - --- - -- - --I 1- -��--- -- v-� Q - - - --�T- ----- --- Project Title:Greenport House Report date- 09/05/23 Project Title:Greenport House Report date: 09/05/23 Project Title:Greenport House Report date: 09/05/23 Project Title:Greenport House Report date: 09/05/23 Project Title:Greenport House Report date: 09/05/23 Data filename: Page 10110 Data filename: Page 2 of10 Data filename: Page 3 of10 Data filename: Page 4 of10 Data filename: Page 5 of10 This document is an instrument of professional service. It is intended for use only as drawn and noted. Contractor shall verify all dimensions. Section Plans Verified Field Verifled ! Section plans Verified Field Verified Section Section # IFraming!Rough-In Inspection.� Complies? Comments/Assumptions # Insulation Inspection Compiles? f Comments/Assumptions # Final Inspection Provisions Plans Verified Field Verified Plans Verified Field Verified Section &Re 1D Value Value Value Value P Value Value Complies? Comments/Assumptions # Final Inspection Provisions Complles7 CommentslAssumptions # Final Inspection Provisions Plans VeriFled Field Verified i &Reg.lb Vanua Value P tom Ifes7 _ q• _ _- &Req_ID _____ &Req.16 &Req.1D Value Value P 4W Comments/Assumptions N 403.3.7 Ducts declared to be within the ®Complies Requirement will be met. 303A All installed Insulation is labeled �Complles Requirement will be met. 402.1.1, :Ceiling insulation R•value. R-60+10C1 R-_ (SlComplies ,See the Envelope Assemblies 403.5.1 Circulatingservice hot water "--"- table for values, 2 WCompl es Requirement will be met. 403.54 Drain water heat recovery units r OComplies Exception:Requirement Is (fR281' conditioned space are either 1) DDoes Not (IN13Y or the installed R-values ❑Does Not 402.2.1. ®Wood Q Wood ❑Does Not IFIll1 systems have automatic or ❑Does Not (FI31 j2 have>-40 percent efficiency If completely within the continuous Location on plans/spec: ,provided. - 402.2.2, ('i DDoes Not not applicable. air barrier and within the building ONot Observable`See M-series for mechanical - ONot Observable Q Steel Q Steel ONot Observable accessible manual controls. Location on plans/spec: installed for equal flow or>=52 thermal envelope,2)buried g. ❑Not Applicable 402.2.6 ONot Observable p compliance. __ __ _ ❑Not Applicable P11, ❑Not A licable See P•series for plumbing percent efficient if installed for ONot Observable [ 1 Applicable ONot Applicable Y Location on plans/spec: within ceiling insulation In -v - --_-__--_ ___ -_ _compliance. unequal flow.Vertical dram water ®Not Applicable 402.1.1, Wall insulation R-value.If this is a R•21+20Cj R-_ 181Complles �5ee thr Envelope assemblies -�-� --- -� q PP See P-series for plumbing accordance with Section 402.2.5, mass wall with at least Y:of the table for values .__ 403.6.1 All mechanical ventilation system'.__._ ^,OComplies Exception:Requirement Is heat recovery units comply with compliance. 0 R403.3.6 and the air handler Is Wood Q Wood ❑Does Not i - [F1251' fans not part of tested and listed ❑Does Not not applicable, CSA 055.2 and tested and 402.2.6 wall insulation on the wall 303.1.1.1..Ceiling insulation installed per $ICompUes ,Requirement will be met. pp table. located completely within the , 'Q Mass Q Mass ONot Observable 303.2 manufacturer's instructions. HVAC equipment meek efficacy labeled in accordance with CSA (IN31 ,exterior,the exterior insulation _ DDoes Not ❑Not Observable continuous air barrier and within tl, 'requirement applies(FR10D• ❑Steel ❑Steel ONot Applicable (FI21r ;Blown Insulation marked every and air flow limits per Table Location on plans/spec: B55.1.Potable water-side the building thermal envelope 300 fill. ONot Observable R403.6.1. a ®Not Applicable See M-series for mechanical pressure loss of drain water heal , and the duct leakage is<a 1.5 __ ONot Applicable __ _ compliance. recovery units are<3 psi for 'cfm I S00 square feet of 402.2.3 'Vented attics with air ermeable OCOm Iles Exea tlon:Re uiremen[Is 403.6�2 Every dwelling unit Is served b a' -� _M- individual units connected to one 303.2 Wall insulation is installed per mcomplies Requirement will be met. p P P q Y ®Complies Requirement will be met, 'conditioned floor area served by IF122]2 insulation include baffle adjacent t ❑Does Not not applicable. IF13412 heat recovery ventilator(HRV)or ❑Does Not or two showers.Potable water. the ducts stem,or 3)the ceiling JIN411 manufacturer's instructions. Dpoes Not side pressure loss of drain water Y g:. 'to soffit and eave vents that energy recovery ventilator(ERV) Location on plans/spec, insulation R-value Installed ❑Not Observable extends over insulation. ONot Observable installed per manufacturer's ONot Observable heat recovery units are<2 psi against and above the Insulated '+ p See M-series for mechanical for individual units Connected to ONot Applicable : 6dNot Applicable instructions.The HRV/ERV is ONot Applicable compliance. duct>=to the proposed ceiling `-"'---'--- --- ---- three or more showers, 402.2,4 :Attic access hatch and door R- R- ❑complies Requirement will be met, listed and sized adequately for r insulation R•value.less the R- Additional Comments/Assumptions: ""-- value of the insulation on the _ ifl3] �insulation>R-value of the the specific application,which 403.5.5(1-Heated water supply piping is in : ®Com lies- Requirement will be met. DDoes Not p q' adjacent assembl will include the building's 4) acccordance with one of the i 1 Y Location nt plans/spec: - ❑Does Not 403.4 HVAC piping conveying fluids R-3.6 Min R- )Com lies Requirement will be met. � ONot Observable conditioned area,and number of � iFI33]2 following:1D Maximum allowable ' 2 P p 9 Y 9 P q Requirement is not Not Observable Location on plalumbin c: [FRl7j above 10S For Chilled Fluids � ❑Does Not ®Not Applicable �applicable. 'occupants. pipe length method,2)Maximum D See P-series for plumbing w> below 55 vF are insulated to aR• Location on plans/spec: - 5 -- --�-"` 403.6.3 Installed performance of the � T®Com lies allowable pipe volume mehtod, ONO,Applicable Compliance. ONot Observable 402.4.1.2 .Blower door test @ 50 Pa.<= ACH 50= ACH 50= WConi -Re Requirement will be met. p Requlrement will be met. - 3. See M-series for mechanical , -- q 3)Drain water heat recovery ONot Applicable compliance. (FI17] 'ach in Climate Zones 1-2,and � DDoes Not iFI35) mechanical ventilation system is �` ❑Does Not units,or 4)Recirculation _ _ <=3 ach in Climate Zones 3-8. tested and verified by an Location on 403.4,1 .Protection of insulation on HVAC - ®Complies Requirement will be met. Location on le I Blower ec: plans/spec: -`- '❑Not Observable P R approved agency and measured ONot Observable Systems. See'Air Leakage!Blower PP 9 Y See M-series for mechanical IF piping. DDoes NotONot Applicable Door Test Notes"on A-001. using a flow hood,flow grid,or ONOt Applicable compliance. 404.1 90%or more of permanent ®complies Requirement will be met. Location on plans/spec:ec: - - - ---- ---- -- -- _ other airflow measuring device. (F161' fixtures have lamps with an .0 P P __ .-_�_.. _ Does Not ONot Observable 403.33 :Ducts are pressure tested to cfm1100 cfm/100 OComplies Exception:All ducts and air -- - ------ - efficacy 65lumanstwatt or Location on tannin ec: ONot Applicable See M-series for mechanical IP127]� 'determine air leakage with f[' ft' DDoes Not handlers are located within 403.2 T Hot water boilers supplying heat �OCOmplies Exception:Requlrement is_ Not Observable p P PP compliance. IF126]2 through one-or two-pipe heatin 'not applicable, have a total lumnaire efficacy O See A-030 for lighting `' ------- -- either.Rough-In test:Total conditioned space. g( DDoes Not pp __ >=45 lumens/watt. ) ❑Not Applicable 403.5.3 Hot water pipes are Insulated to : R-4 R- -�(lComplies Requlrement will be met. Aeakage measured with a ❑Not Observable systems have outdoor setback _ _-_-- _. ^-,-_,_ PP schedule_showing efficiency. FR19 2 aR-3. ONot Observable Location on fans/s e.' [ j • � ;DDoes Not � i pressure differential of O.i inch � �1Not Applicable Location on plans/spec: control to lower boiler water R R c. 404.2 peached one and two-faintly ®Complies Requlrement will be met, temperature based on outdoor ®Not Applicable 'See M-series for mechanical [F135]2 dwellings and townhouses where •+' � ONot Observable �Location on plans/spec: ;w.g.across the system including � � See M-series for mechanical � ❑Does Not - See P-600 for mechanical the manufacturer's air handler compliance. temperature.__ compliance. ,the conditioned space is>1,400 Location on plans/spec: ONot Applicable 403.__-"`"_----- _-'-""""--'�-'-"-- :sf comply with the requirements r ONot Observable See A-120 for Solar-Ready PP compliance. ;enclosure if installed at time of 403.5.1.1 Heated water circulation systems ®Complies Requirement will be met. Y 403.5 Energyconservation measures R. R- �Oeom lies Exception:Requirement is test.Postconstructlon test:Total tF128 2 have a circulation um The of Appendix RA. ❑Not Applicable zone. P p q ) pump. ODbes Not - (FR29)2 for SWH systems follow DDoes Not not applicable. leakage measured with a system return pipe is a dedicated 'Location on plans/spec 404.3 ,One ortwo-family dwellings and ®Complies Requirement will be met. guidelines in section R403.5.1.5. pressure differential of 0.1 Inch - return pipe or a cold water supply ONot Observable see P•series for plumbing (F136)t 'townhouses with parking area g ONot Observable w.g.across the entire system pipe.Gravity and thermos- ONot Applicable p 9 provided on the buildingsite shall. DDoes Not ®Not Applicable Including the manufacturer's air syphon circulation systems are compliance. ave a 208/240V 40-amp outlet ONot Observable Location es plans/spec: handler enclosure._ = _ not resent.Controls for for each dwelling unit or panel ONot Applicable See mSeries for more 403.6 Automatic or gravity dampers are Complies Requirement will be met. ____ _ _ P 9 P PP information, IFR1912 installed on all outdoor air DDoes Not 403.3.4 ,Duct ti htness test result of<_ circulating hot water system capacity and conduit for the g 4 cfm/100 cfm/10o ❑Complies Exception:All ducts and air Intakes and exhausts. Location on plans/spec: [fl4]' .cfm/t00 ft2 across the system or ft' ft� DDoes Not handlers are located within pumps start the pump with signal future installation of such an ONot Observable See M-Series for outdoor air <-3 cfm/100 ft2 without air conditioned space. for hot water demand within the outlet.See section details. ONot Applicable intake and exhaust handler 25 Pa.For rough-in ONot Observable occupancy.Controls 404.1.1 Fuel as lighting systems have @ 9 - 9 9 9 Y Dcomplies Exception:Requirement is _ ,specifications. tests,verification may need to ®Not Applicable Location on plans/spec: automatically turn off the pump [FI2313 no continuous pilot light. ❑Does Not not applicable. occur during Framing Inspection See M•5eries for mechanical when water is in Circulation loop ; Additional Comments/Assumptions: is at set-point temperature and 'a. - `-" ONot Observable compliance. location on plans/spec-no demand for hot water exists. , _____ _ - ®Not Applicable Proposed building is all IF12412.1 ',Air handler leakage designated - ®Complies Requirement will be met. 403.5.1.2 Electric heat trace systems -- - OComplies Exception:Requirement is _ electric. fFl24p by manufacturer at<=2%of DDoes Not IF12912 comply with IEEE 515.1 or UL DDOes Not not applicable. 401.3 Compliance Certificate osted. -~�design air flow. Location on plans/spec: pp ble. p' p 1oComplie5 Requirement w111 be met. ONot Observable See M-series for mechanical 515.Controls automatically (fl7]2 ONot Applicable adjust the energy input to the ONot Observable Dories Not Pp compliance. 1 r9Y P � ,Location on plans/spec: heat tracing to maintain the MNot Applicable See P-series for plumbing ONot Observable . 403.1.1 Programmable thermostats Womplies Requirement will be met. desired water temperature in the{ compliance. _ IF1912 Installed for control of primary ❑Does Not i in p ONot Applicable p p g` 303.3 _..._Manufacturer manuals for heating and cooling systems and Location on plans/spec: ®Complies .Requirement will be met. (n!tiall set b manufacturer to ONot Observable See M•serles for mechanical 403.5.2 Demand recirculation water ®Com lies Requirement will be met. IFI1813 mechanical and water heating Y Y 2 P q 9 DDoes Not _'code specifications. '� ONot Applicable Compliance. (FI30) systems have controls that ❑Does Not systems have been provided. manage operation of the pump location on planslspec: - DNot Observable 403.1.2 Heat pump thermostat installed M-�❑Complies Requirement will be met, and limit the temperature of the ONot Observable FI10 2 on heat pumps. P See P-series for plumbing ONot Applicable i 1 P P• ❑Does Not water entering the cold water ONot Applicable 'compliance. Additional Comments/Assumptions: ❑Not Observable Location on plans/spec: piping to<=10411F. See M-series for mechanical ONotApplicable compliance. 1 High Impact(Tier 7.) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 11 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 Hi him act Tier 1) 2 Medium Im p 1 High Impact(Tier i) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 11 2 Medium Impa_c_t(Tier 2) 3 Low Impact(Tier 3) - I.1___ ___--_-__�1 L_j g_ p (___�� pact(Tier 2) 3 Low Im act(Ter 3) - Project Title:Greenport House Report date: 09/05/23 Project Title:Greenport House Report date: 09/05/23 Project Title:Greenport House Report date: 09/05/23 Project Title:Greenport House Report date: 09/05/23 Project Title:Greenport House Report date: 09/05/23 Data filename: Page 6 of10 Data filename: Page 7 of10 Data filename: Page 8 of10 Data filename: Page 9 of10 Data filename: Page 10 of10 Seal& Signature: 2020 NyStretch - 2018 IECC Energy a� Efficiency Certificate °U °!?, P) Lu Above-Grade Wall ,. 41.00 I LLl Below-Grade Wall 20.00 Floor 0.00 �076759 7 Ceiling J Roof 0.40 Ductwork(unconditioned spaces): N/A-No unconditioned Spaces Description Date Window 0.14 0.32 3 Issue for Permit 9/9/2023 Door 'I 0.19 0.32 Heating System:Split Air ConditioninfI Heat pump 3.7 COP Cooling System: Split Air Conditioning Heat pump 17.8 SEER Water Heater: Heat Pump Water Heater 3.75 EFF Name: Ted Baab Design ConsultanjW Date:9/14/2023 Comments Energy Compliance-ResCheck IN!-001 Project: GENERAL NOTES STRUCTURAL STEEL ENGINEERED WOOD PRODUCTS SPECIAL INSPECTIONS Greenport House 1360 9th Street 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS 1. ALL STRUCTURAL STEELWORK SHALL CONFORM TO THE FOLLOWING 1. WOOD I-JOISTS: PROVIDE ENGINEERED WOOD I-JOISTS, SIZES AND SERIES AS SHOWN,AS SPECIAL INSPECTIONS ARE NOT REQUIRED BY THE INTERNATIONAL RESIDENTIAL CODE. HOWEVER, IT IS Greenport,NY 11944 AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THE 2020 RESIDENTIAL BUILDING GOVERNING STANDARDS: MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE SILMAN RECOMMENDS SPECIAL INSPECTIONS FOR QUALITY CONTROL AS NOTED BELOW: CODE OF NEW YORK STATE.ALL GOVERNING STANDARDS LISTED IN THESE NOTES SHALL BE THE EDITION A. AISC 360"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS". MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS, INCLUDING CONSTRUCTION BRACING, Design Consultant: REFERENCED IN THIS GOVERNING CODE. B. AISC 303"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS MINIMUM BEARING LENGTHS,WEB STIFFENERS, SQUASH BLOCKS, BLOCKING, KNOCK-OUTS AND HOLES, ON PROJECTS REQUIRING SPECIAL INSPECTIONS OF BOLTING AND WELDING, OUR STANDARD BAAB, LLC 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING,AND SHEETING AND SHALL MAKE SAFE AND BRIDGES". ETC. SPECIFICATION REQUIRES THE FOLLOWING: 234 South Main St#403 ALL FLOORS, ROOFS,WALLS,AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. SHORING C. AMERICAN WELDING SOCIETY(AWS D1.1)"STRUCTURAL WELDING 2. RIM BOARDS: PROVIDE CONTINUOUS 1-1/4"THICK RIM BOARDS,TIMBERSTRAND LSL AS MANUFACTURED AND SHEETING SHALL BE DESIGNED BY REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE CODE-STEEL". BY WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S 1. ALL WELDS AND BOLTS SHALL BE EXAMINED BY VISUAL MEANS. Middletown, CT 06457,T:202-236-8035 PROJECT JURISDICTION, HIIRED BY THE CONTRACTOR,WHO SHALL SUBMIT SHOP DRAWINGS AND D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC) RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR PLATFORMS. 2. 25%OF ALL WELDS, SELECTED RANDOMLY, SHALL BE MEASURED. Professional of Record CALCULATIONS FOR THE OWNER'S REVIEW. "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH 3. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM 3. BOLTED JOINTS SHALL BE VERIFIED PER THE RCSC"SPECIFICATION FOR STRUCURAL JOINTS USING 3. THE CONTRACT DRAWING:)AND SPECIFICATIONS ARE COMPLEMENTARY.THESE NOTES HIGHLIGHT BOLTS". PSL AS MANUFACTURED BY WEYERHAEJSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE HIGH-STRENGTH BOLTS,"SECTION 9, BASED ON INSTALLATION METHOD. Ulgur Aydin, PE RATHER THAN REPLACE THE SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM WITH THE MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS. 4. ALL WELDS SUBJECTED TO TENSILE STRESS SHALL BE EXAMINED BY THE ULTRASONIC METHOD FOR KSK Construction Group FOUNDATIONS SPECIFICATIONS: 4. GLUED LAMINATED TIMBER(SOFTWOOC): PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, IN 100%OF THEIR LENGTH. 136 N 10th St, Brooklyn, NY 11249 A. WIDE FLANGE BEAMS, COLUMNS,AND STRUCTURAL TEES:ASTM ACCORDANCE WITH AITC 117 DESIGN STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED 5. 10/o OF ALL MANUAL FILLET WELDS SHALL BE TESTED BY THE MAGNECTIC PARTICAL METHOD. 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF A992' TIMBER OF SOFTWOOD SPECIES. UNLESS NOTED OTHERWISE,ALL LAMINATIONS SHALL BE SOUTHERN 6. V-0"AT EACH END OF AUTOMATIC FILLET WELDS SHALL BE TESTED BY MAGNETIC PARTICLE METHOD. 2,000 PSF TO BE CONFIRMED AND SPECIFIED BY THE GEOTECHNICAL CONSULTANT.ADEQUACY OF B. HOLLOW STRUCTURAL SECTIONS:ASTM A500, GRADE C. PINE AND ALL BEAMS SHALL BE STRESS CLASS 2417-1.8E.ALL CONTINUOUS OR CANTILEVERED BEAMS 7. 100%OF GROOVE WELDS SHALL BE TESTED BY THE ULTRASONIC METHOD. BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE.ALL NECESSARY C. STRUCTURAL PIPE SECTIONS:ASTM A53, GRADE B. TO HAVE BALANCED LAYUPS PER AITC EECTOIN 1.3 WITH STRESS CLASS 26F-1.9E. ADJUSTMENTS TO THE LL BE M OF FOOTINGS TO BE REVIEWED AND APPROVED LL THE STRUCTURAL D. CHANNELS,ANGLES,AND PLATES:ASTM A36 UNLESS OTHERWISE 5. PSL POSTS: PROVIDE GRADE 1.8E PARALLAM PSL COLUMNS. IT IS NOT PERMITTED TO USE PSL BEAMS IN LIEU OF THIS FULL TESTING PROGRAM,WE WOULD RECOMMEND TEH FOLLOWING SCOPE OF INSPECTION ENGINEER OF RECORD. NOTED. AS A SUBSTITUTE FOR PSL COLUMNS WITHOUT ACCOMMODATION FOR REDUCED STRENGTH AND FOR THIS PROJECT: Owner: EN E. BOLTED CONNECTIONS SHALL BE PER ASTM F3125. GRADES ARE APPROVAL BY ENGINEER OF RECORD. _ Abigail Nitka 2. EN NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN PLACE AND HAVE ATTAINED THEIR BA DAY STRENGTH. TO BE SELECTED AS FOLLOWS: 1. ALL WELDS AND BOLTS SHALL BE EXAMINED BY VISUAL MEANS. 165 North 10th Street a. STANDARD BEAM TO BEAM/GIRDER:ASTM F3125, GRADES A325 WOOD STRUCTURAL PANEL SHEATHING 2. 10%OF ALL WELDS, SELECTED RANDOMLY, SHALL BE MEASURED. Brooklyn, NY 11211 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF X'-X" BELOW FINAL GRADE. F1852,A490 OR F2280 BOLTS IN SNUG-TIGHTENED JOINTS (3/4" 3. ALL WELDS NOTED IN ANNOTATED PLANS, PROVIDED BY SILMAN UPON THE UNDERSTANDING THAT THE 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS.CONTRACTOR SHALL NOTE SOIL AND WATER DIAMETER MINIMUM WITH HARDENED WASHERS). 1. PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE OWNER WISHSES TO PROCEED WITH SPECIAL INSPECTIONS,ARE SUBJECT TO TENSILE STRESS SHALL Structural Engineer: CONDITIONS AS SHOWN BY BORINGS INCLUDED IN THE REFERENCED GEOTECHNICAL SUBSURFACE b. BEAM/GIRDER TO COLUMN CONNECTIONS, COLUMN SPLICES END USE:"EXTERIOR"(PERMANENT EXPOSURE), OR"EXPOSURE I"(CONSTRUCTION EXPOSURE ONLY) BE EXAMINED BY THE ULTRASONIC METHOD FOR 100%OF THEIR LENGTH. Silman INVESTIGATION REPORT(S)AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS. AND BOLTS EXPERIENCING TENSION LOADS (UNLESS 2. FLOOR SHEATHING: NOM. 3/4"THICK T&G PLYWOOD (48/24 SPAN RATING),APA STURD-I-FLOOR, OR 4. 100%OF GROOVE WELDS NOTED ON THE ENCLOSED ANNOTATED PLANS, PROVIDED BY SILMAN UPON 32 Old Slip, 10th Floor CONCRETE OVERSIZED OR SLOTTED HOLES ARE USED, IN WHICH CASE ADVANTECH SUBFLOOR. THE UNDERSTANDING THAT THE OWNER WISHSES TO PROCEED WITH SPECIAL INSPECTIONS, SHALL BE New York, NY 1000 ,T: 212-620-7970 SLIP-CRITICAL JOINTS SHALL BE USED):ASTM F3125, GRADES 3. ROOF SHEATHING (STANDARD): NOM.5/8"THICK T&G PLYWOOD (48/24 SPAN RATING). TESTED BY THE ULTRASONIC METHOD. 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: A325, F1852,A490 OR F2280 BOLTS IN PRETENSIONED JOINTS 4. WALL SHEATHING(STANDARD: NOM. 1/2'THICK PLYWOOD(32/16 SPAN RATING). MEP Engineer: A. AMERICAN CONCRETE INSTITUTE ACI "BUILDING CODE REQUIREMENTS FOR CONCRETE" ACI 318 (3/4" DIAMETER MINIMUM WITH HARDENED WASHERS). 5. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. FOR STRUCTURAL CONCRETE,THE FOLLOWING THREE CRITERIA ESTABLISH THE REQUIRED MINIMUM (ACI) ( ) „ EP Engineering B. ACI COLLECTION, LATEST EDITION c. MOMENT CONNECTIONS AND BRACED FRAME CONNECTIONS: 6. LEAVE 1/16 SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8 SPACE AT ALL PANEL EDGE JOINTS. SAMPLING FREQUENCY: 110 William St C. CONCRETE REINFORCING STEEL INSTITUTE CRSI "MANUAL OF STANDARD PRACTICE" ASTM F3125, GRADES A325, F1852,A490 OR F2280 BOLTS IN SLIP 7. UNLESS NOTED OTHERWISE,WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON 3 CYLINDERS PER DAY ( ) CRITICAL JOINTS 3/4"DIAMETER MINIMUM WITH HARDENED NAILS 4"ON CENTER AT EACH SHEET PERIMETER AND 12"ON CENTER ELSEWHERE. PROVIDE 2x6 New York, NY 11038 2. ALL CONCRETE COMPOSITE ON METAL DECK SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUM ( @ 3 CYLINDERS FOR EVERY 150 CUBIC YARDS OF CONCRETE PLACED EACH DAY COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. WASHERS). FAYING SURFACES SHALL BE CLASS A UNLESS BLOCKING AT ALL FREE EDGES. 3 CYLINDERS PER 5,000 SQUARE FEET OF SLAB OR WALL SURFACE EACH DAY OTHERWISE NOTED. 8. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON Lihie Architect: 3. ALL OTHER CONCRETE SHALL NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE d. PER AISC 341,ALL BOLTS SHALL BE INSTALLED AS NAILS @ 6"ON CENTER AT EACH SHEET PERIMETER AND 12"ON CENTER ELSEWHERE. THREE CYNLINDERS ARE REQUIRED IF 4" 2el x8"CYLINDERS ARE USED. ONLY TWO CYLINDERS ARE REQUIRED IF 37s el Patel Design Office STRENGTH OF 4,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. 7 Jefferson Ave 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY PRETENSIONED HIGH STRENGTH BOLTS AND MEET THE 9. ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED 6"x12"CYLINDERS ARE USED.THIS IS ONLY THE REQUIREMENT FOR DETERMINATION OF 28 DAY STRENGTH COATED WHEN CALLED OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI REQUIREMENTS FOR SURFACE PREPARATION FOR SLIP ADHESIVE AND#8 SCREWS @ 6"ON CENTER AT EACH SHEET PERIMETER AND 12"ON CENTER TEST.WE WOULD RECOMMEND THAT 3(OR 2)CYLINDERS ARE TAKEN AS INSURANCE FOR 56 DAY Brooklyn, NY "DETAILS AND DETAILING OF REINFORCEMENT" (ACI 315). CRITICAL CONNECTIONS WITH CLASS A SLIP COEFFICIENT OR ELSEWHERE, UNLESS NOTED OTHERWISE. STRENGTH TEST IN CASE THE 28 DAY TESTS COME BACK BELOW THE SPECIFIED DESIGN STRENGTH.WE HIGHER.THE AVAILABLE SHEAR STRENGTH OF BOLTED JOINTS DEFER TO THE CONTRACTOR ON HOW MANY CYLINDERS ARE TO BE TAKEN FOR 7 OR 14 DAYS SINCE THOSE C°v°I En °Weer' 5. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60. FRAMING LUMBER Subsurface Specialists Inc 6. WELDED WIRE REINFORCEMENT(W.W.R.)SHALL CONFORM TO ASTM A1064,WITH A MINIMUM YIELD USING STANDARD HOLES SHALL BE CALCULATED AS THAT FOR ARE ONLY REQUIRED FOR FORM STRIPPING. STRENGTH OF 65,000 PSI. BEARING TYPE JOINTS. 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: 105 Maxess Road,Suite 124 7. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. F. ANCHOR RODS: ASTM F1554, GRADE 36. Melville, NY 11747 T: 631-980-3912 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM A. AMERICAN WOOD COUNCIL"WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY MINIMUM CONCRETE BETWEEN SLEEVES SHALL BE 6"• DWELLINGS" 8. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. CONNECTIONS,AND SHALL BE SELECTED OR COMPLETED BY AN B. AMERICAN WOOD COUNCIL"NATIONAL DESIGN SPECIFICATION FOR WOOD 9. MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN CAST-IN-PLACE NON-PRESTRESSED MEMBERS EXPERIENCED STEEL DETAILER UTILIZING ASD LOADS AND PROCEDURES. CONSTRUCTION","NDS SUPPLEMENT: DESIGN VALUES FOR WOOD CONSTRUCTION",AND STANDARD ABBREVIATIONS SHALL BE AS FOLLOWS: A. UNLESS OTHERWISE NOTED ON PLAN, PROVIDE CONNECTIONS "SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC". A. ALL CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND: 3" BASED ON MINIMUM SHEAR CAPACITY REQUIREMENTS IN THE ADJ. ADDITIONAL LLBB LONG LEGS BACK-TO-BACK 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED, SHALL BE SURFACED DRY(EXCEPT ADJ. ADJACENT LLH LONG LEG HORIZONTAL B. ALL CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: FOLLOWING TABLE WHICH ARE BASED ON AISC SINGLE SHEAR TAB This document is an instrument of #6 THROUGH#18 BARS STUDS,WHICH SHALL BE KILN DRIED)AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES: A/E DESIGN TEAM OF RECORD LLV LONG LEG VERTICAL a. 2" CONNECTIONS. professional service. It is intended for use ( ) A. RAFTERS AND JOISTS: DOUGLAS FIR-LARCH#2, SPRUCE PINE FIR#2,OR HEM FIR#2 ALT. ALTERNATE L.P. LOW POINT onlyas drawn and noted.Contractor shall ANCH. ANCHOR L.W. LIGHTWEIGHT b. 1-1/2"(#5 BAR,VV31 OR D31 WIRE,AND SMALLER) B. BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH#1, SPRUCE PINE FIR#1, OR HEM FIR#1 C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: MINIMUM SHEAR CAPACITY REQUIREMENTS C. STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE, SPRUCE PINE FIR STUD GRADE, OR HEM APPROX. APPROXIMATE/APPROXIMATELY L.W. LONG WAY verify all dimensions. a. SLABS,JOISTS,AND WALLS: FIR STUD GRADE ARCH. ARCHITECT/ARCHITECTURAL MAS. MASONRY • 1-1/2"(#14 THROUGH#18 BARS) BEAM DEPTH MIN. SHEAR MIN. SHEAR MIN. NUMBER 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES: BLDG. BUILDING MAX. MAXIMUM • 3/4"(#11 BAIR AND SMALLER) (NOMINAL) CAPACITY ASD CAPACITY LRFD OF BOLT ROWS A. POST AND TIMBER: DOUGLAS FIR-LARCH#1, SPRUCE PINE FIR#1, OR HEM FIR#1 BM. BEAM MECH. MECHANICAL b. BEAMS, COLUMNS, PEDESTALS,AND TENSION TIES(STIRRUPS, TIES, SPIRALS, HOOPS,AND (Kips) (Kips) B. BEAMS AND STRINGERS: DOUGLAS FIR-LARCH#1, SPRUCE PINE FIR#1, OR HEM FIR#1 B.O. BOTTOM OF MEP MECH., ELECT., PLUMBING, &FIRE PRIMARY REINFORCEMENT): 1-1/2" 4. PRESERVATIVE-TREATED WOOD: PROVIDE TREATED LUMBER COMPLYING WITH ACQ-D(CARBONATE). BOT. BOTTOM PROTECTION D. SHEAR WALLS: SEE: ELEVATIONS FOR SPECIFIED CONCRETE COVER. 8", 10" 16 24 2 COPPER AZOLE(CA-B), OR SODIUM BORATE(SBX(DOT)WITH NaS10/2)AT ALL LUMBER IN CONTACT WITH BRG. BEARING MFR. MANUFACTURER 10. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO 12", 14" 28 42 3 CONCRETE OR MASONRY, OR AS OTHERWISE INDICATED ON ARCHITECTURAL OR STRUCTURAL BSMT. BASEMENT MIN. MINIMUM CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. DRAWINGS.ACZA TREATMENT IS NOT PERMITTED.TREATED LUMBER AND/OR PLYWOOD SHALL BEAR 11. CLEAN AND ROUGHEN TO 'I/4"AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW 16" 40 62 3 THE LABEL OF AN ACCREDITED AGENCY SHOWING 0.40 PCF RETENTION.WHERE LUMBER AND/OR CANT. CANTILEVER M. MISCELLANEOUS CONCRETE PRIOR TO PLACEMENT. PLYWOOD IS CUT OR DRILLED AFTER TREATMENT,'THE TREATED SURFACE SHALL BE FIELD-TREATED CFS COLD FORMED STEEL M.O.O. MASONRY OPENING 12. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND 18" 52 78 4 WITH COPPER NAPTHENATE(THE CONCENTRATION OF WHICH SHALL CONTAIN A MINIMUM OF 2% C.I.P. CAST IN PLACE INS MANUFACTURER'S PRINTED C.J. CONTRACTION JOINT INSTALLATION INSTRUCTIONS EMBED ITEMS. COPPER METAL)BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ABSORBS NO MORE CLG. CEILING N.F. NEAR FACE 13. REINFORCING DOWELS,WATER STOPS,AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED 21 58 88 _ 4 PRESERVATIVE. REFER TO NOTES 2 AND 3 FOR SPECIES AND GRADE OF TIMBER, UNLESS OTHERWISE CLR. CLEAR N.I.C. NOT IN CONTRACT PRIOR TO CONCRETE PLACEMENT. "WET-SETTING"OF EMBEDDED ITEMS IS NOT PERMITTED. 24" 60 90 5 NOTED ON PLAN. CMU CONCRETE MASONRY UNIT NO. NIUMBER 14. WELDED WIRE REINFORCEMENT IN COMPOSITE CONSTRUCTION SHALL HAVE TENSION SPLICES AND BE 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL COL. COLUMN N.S. NZAR SIDE ANCHORED AT DISCONTINUOUS EDGES. 27" 72 108 6 CONFORM TO THE"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"AND ITS COMP. COMPOSITE N.T.S. NOT TO SCALE 15. CONDUIT EMBEDDED IN CONCRETE SHALL FOLLOW THE GUIDELINES IN THE TYPICAL DETAILS.THE 30" 84 126 7 SUPPLEMENTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE NFPA"MANUAL FOR HOUSE CONC. CONCRETE N.W. NORMAL WEIGHT CONTRACTOR SHALL NOT VIOLATE THESE GUIDELINES WITHOUT WRITTEN APPROVAL BY THE FRAMING"OR THE GOVERNING LOCAUSTATE BUILDING CODE. CONST. CONSTRUCTION p.C. ON CENTER STRUCTURAL ENGINEER OF RECORD. 33" 94 142 7 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF THE GOVERNING LOCAUSTATE CONT. CONTINUOUS O.D. OUTSIDE DIAMETER BUILDING CODE AND THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. COORD. COORDINATE/COORDINATION O.F. OUTSIDE FACE 36 102 155 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR CONTR. CONTRACTOR OPNG. OPENING ' 401.+ 110 165 9 BEAM HANGERS, MINIMUM 18 GAUGE. "!STALLED ACCORDING TO MANUFACTURER'S COTR CONTRACT OFFICER'S OPP. OPPOSITE RECOMMENDATIONS. TECHNICAL REPRESENTATIVE PC. PIECE GLULAM LAMINATED TIMBER(GLULAM) 8. WHERE FRAMING LUMBER IS FLUSH FF,=MED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET CTR. CENTER P/C PRECAST THESE GIRDERS 1/2"CLEAR(MIN.)BE'LO\V TOP OF FRAMING LUMBER,TO ALLOW FOR SHRINKAGE. DBL. DOUBLE PIED. PEDESTAL 1. ALL GLULAM WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: B. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS 9. STUD BEARING WALLS ARE TO BE 2x4 @ 16"ON CENTER AT THE INTERIOR AND 2x6 @ 16"ON CENTER AT DEMO DEMOLITION/DEMOLISH PERP. PERPENDICULAR A. ANSI/AWC NDS REDUCE THE SHEAR OR MOMENT CAPACITY BELOW THAT THE EXTERIOR, UNLESS NOTED OTHERWISE ON PLAN. DIA. DIAMETER PL. PLATE B. ANSI A190.1 REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEBS ARE 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW.WHERE REQUIRED, INSTALL DIAG. DIAGONAL PLF POUNDS PER LINEAR FOOT 2. CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER RETAINED BY THE TIMBER TO BE REINFORCED WHERE THE LOCAL CAPACITY TO SUSTAIN ADDITIONAL STUDS. DIM. DIMENSION PREFAB. PREFABRICATED FABRICATOR AND EXPERIENCED IN THE DESIGN OF MASS TIMBER CONNECTION. DRAWINGS AND CONNECTION LOADS ARE INADEQUATE.CUTS OR COPES MAY 11. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. CALCULATIONS OF COMPONENTS DESIGNED BY THE TIMBER FABRICATOR SHALL BE SIGNED AND SEALED PREVENT MINIMUM NUMBER OF BOLT ROWS SHOWN ABOVE FROM 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. D.L. DEAD LOAD PSF POUNDS PER SQUARE FOOT BY THE PROFESSIONAL ENGINEER. SEE REACTIONS FORCES PROVIDED ON DRAWINGS FOR BEING ACHIEVED,WHICH IS ACCEPTABLE PENDING WRITTEN 13. USE DOUBLE STUDS @ ENDS OF WALL AND ENDS OF WALL OPENINGS. DN. DOWN PSI POUNDS PER SQUARE INCH CONNECTION DESIGN FORCES. APPROVAL AND CONFIRMATION THAT MINIMUM SHEAR CAPACITY 14. AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE DW DETAIL REIP-T POST-TENSIONED 3. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AND HAS BEEN MET. WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4° DWG(S) DRAWING(S) REQ'D REINFORCED)/REINFORCEMENT APPROVAL. NO FABRICATION OF GLULAM FRAMING SHALL COMMENCE WITHOUT APPROVED SHOP C. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND (NOMINAL)AT INTERIOR WALLS AND 6"(NOMINAL)AT EXTERIOR WALLS, UNLESS OTHERWISE NOTED. EA. DOWEL REQ'D REQUIRED DRAWINGS. SHOP DRAWINGS TO SHOW ALL CONNECTIONS AND DETAILS, MATERIAL SPECIFICATIONS, ECCENTRICITY, CONSIDERING THAT THE CONNECTIONS ARE AN ( ) EA. EACH REV. REVISION FINISHES,AND AN ERECTION LAYOUT FOR ALL MEMBERS. EXTENSION OF THE BEAMS AND GIRDERS. 15. USE DOUBLE TRIMMERS AND HEADERS AT ALL FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. E.F. EACH FACE SCHED. SCHEDULE 16. PROVIDE CROSS BRIDGING AT A MAXIMUM OF 8'-0"ON CENTER. E.J. EXPANSION JOINT SECT. SECTION 4. GLULAM MANUFACTURER SHALL BE CERTIFIED IN ACCORDANCE WITH ANSI A190.1. 4. MINIMUM WELD SIZE IS 1/4" FILLET UNLESS NOTED OTHERWISE. 17. BUILT UP BEAMS LESS THAN 8"DEEP SHALL BE SPIKED TOGETHER WITH (2) 16d NAILS @16"ON CENTER. EL. ELEVATION S.I.F. STEP IN FOOTING 5. ALL NECESSARY PRECAUTIONS SHOULD BE TAKEN TO KEEP FRAMING DRY AND PROTECTED FROM UV 5. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND BUILT UP BEAMS GREATER THAN 8" DEEP SHALL BE SPIKED TOGETHER WITH (3) 16d NAILS @16"ON ELEC. ELECTRICAL SLBB SHORT LEGS BACK-TO-BACK LIGHT DURING AND AFTER INSULATION. INSTALLED WITH NATURAL CAMBER UP. CANTILEVER BEAMS SHALL BE CENTER. 6. GLULAM MEMBERS TO BE INDIVIDUALLY WRAPPED USING PLASTIC-COATED PAPER COVERING WITH FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES 18. WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF E ELEVATOR SIM. SIMILAR WATER-RESISTANT SEAMS. SLIT THE WRAP ON THE UNDERSIDE OF THE MEMBERS WHILE THEY ARE CANTILEVER END. STUD WALLS AT EACH FLOOR. 1x4 BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING EMBED. D. EMBEDMENT S.O.G. SLAB ON GRADE BEING STORED ON THE BUILDING SITE. 6. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE ( E.O. EDGE OF SPEC. SPECIFICATION WITH (2) 10d NAILS.) ENGR. ENGINEER SQ. SQUARE 7. GLULAM MEMBERS TO BE STORED ON BLOCKS OF WOOD TO AVOID DIRECT CONTACT WITH THE EXPRESS WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF 19. CHIMNEYS: ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP. GROUND. SEPARATE THEM WITH SPACER TO ALLOW AIR TO MOVE FREELY ON ALL SIDES. RECORD. (IN WHICH CASE ALL BURNING OF STEEL MUST CONFORM TO CHIMNEY SHALL BE FACED WITH 1/2"APA GRADED FIRE-RETARDANT PLYWOOD GLUED&SCREWED TO E.O.R. ENGINEER OF RECORD S.S. STAINLESS STEEL 8. GLULAM MEMBERS TO MEET THE FOLLOWING SPECIFICATIONS. ANY SUBSTITUTION MUST BE APROVED THE THERMAL CUTTING REQUIREMENTS OF AISC AND AWS) STUDS.WHERE WALLS EXCEED 4'-0" IN WIDTH, INSTALL DIAGONAL METAL BRACING AT INSIDE FACE OF EQ. EQUAL STD. STANDARD 7. WELDING SHALL BE PERFORMED BY CERTIFIED,AWS-QUALIFIED E.S. EACH SIDE STIFF. STIFFENER BY THE ENGINEER AND ARCHITECT. CHIMNEY AT ALL FOUR WALLS. E.W. EACH WAY A. SPECIES: SOUTHERN YELLOW PINE WELDERS.WELDING ELECTRODES FOR CARBON STEEL SHALL BE AWS 20. WHERE CANTILEVERED BEAMS ARE INDICATED, THE FAR CONNECTOR SHALL BE CAPABLE OF S STEEL S.W.B. STRESS GRADE BEAMS: 24F-1.8E UNBALANCED FOR SIMPLE SPAN CONDITIONS 5.1, CLASS E70XX. FOR ASTM A572 GRADE 50 KSI PLATE USE ELECTRODE RESISTING AN UPLIFT OF 1000 LBS. MINIMUM,,UNLESS NOTED OTHERWISE. EXP. EXPANSION .W SHORT WAY 24F-1.8E BALANCED FOR CANTILEVER OR CONTINUOUS BEAMS E7018 OR APPROVED EQUAL(OR ELECTRODES THAT MEET THE 21. NO NEW OR EXISTING JOISTS SHALL BE CUT'OR NOTCHED WITHOUT APPROVAL. EXT. EXTERIOR SYMMETRIC C. ADHESIVE AITC 405 REQUIREMENT OF_).WELDING ELECTRODES FOR ASTM A276 STAINLESS 22. FOR HEADERS NOT CALLED OUT ON PLAN: F FOUNDATION T T&&B B TOP&BOTTOM D. APPEARANCE CLASSIFICATION ARCHITECTURAL STEEL,TYPE 304, SHALL CONFORM TO AWS A5.4 FOR SHIELDED METAL FI N.N. FINISH TEMP. TEMPORARY/TEMPERATURE E. SEALER PER MANUFACTURER STANDARD-TO BE TRANSPARENT AND ARC WELDING, ELECTRODE CLASS E308; OR AWS A5.9 FOR GAS METAL WOOD HEADER SCHEDULE FLR. FLOOR THK. THICK(NESS) Seal & Signature: COMPATIBLE WITH FINISH ARC WELDING, ELECTRODE CLASS ER308.WELDING ELECTRODES FOR -- -------- FRMG. FRAMING T.O. TOP OF 9. FIELD CUTTING OR BORING OF MEMBERS IS NOT PERMITTED WITHOUT APPROVAL BY ENGINEER AND ASTM A276 TYPE 316L STAINLESS STEEL SHALL CONFORM TO AWS A5.4 ROUGH OPENING WIDTH --- HEADER F.S. FAR SIDE TR. TRANSFER O�l ARCHITECT. COAT ALL FIELD-CUT OPENINGS WITH MINIMUM OF TWO COATS OF CLEAR SEALER. FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E316; OR AWS 2x4 WALL _ 2x6 WALL FT. FEET TYPICAL A� O. UNLESS NOTED OTHERWISE '`�� .,,��,r`"!-t�� U.N. FTG. FOOTING U.N. 10, PROVIDE 24"LONG SAMPLES OF ARCHITECTURAL APPEARANCE GRADE MEMBER WITH SHOP-APPLIED A5.9 FOR GAS METAL ARC WELDING, ELECTRODE CLASS ER316.WELDING LESS THAN 3'-0" (2)2x6 (3)2x8 GA. GAGE VERT. VERTICAL SEALER FOR REVIEW BY ENGINEER AND ARCHITECT ELECTRODES FOR JOINING STAINLESS STEEL TO CARBON STEEL SHALL - ------ 11. WHEN GLULAM MEMBERS ARE IN CONTACT WITH CONCRETE OR MASONRY CONSTRUCTION ELEMENTS,A CONFORM TO ELECTRODE CLASS E309/ER309. 3'-1"TO 4'4- (2)2x8 (3)2x8 GALV. GALVANIZED W/ WITH MOISTURE BARRIER MUST BE PROVIDED TO PROTECT THE TIMBER ELEMENTS. 8. SHOP PAINT EXPOSED STEEL MEMBERS STEEL MEMBERS NOT ENCASED 4 1 TO 6-0' (2)2x10 G.B. GRADE BEAM W.P WORK POINT 12. WHERE DRAWINGS INDICATE THE GLULAMS REQUIRE FIRE RATING OF 1 HOUR OR GREATER, MODIFY IN CONCRETE OR SPRAY FIREPROOFED SAND ALL STEEL MEMBERS AT THE _ (3)2x10 HDR. HEADER W.W.R. WELDED WIRE REINFORCEMENT `LAMINATION AS SPECIFIED IN NDS. 6'-1"TO 8'-0" (2)2x12 (3)2x12 HGR. HANGER # NUMBER/SIZE EXTERIOR WALL WITH TNEMEC V10-99 OR APPROVED EQUAL EXCEPT FOR 13. WAX TO BE APPLIED ON ENID GRAIN AT ALL CROSS-CUT SURFACES MEMBERS TO BE HOT DIPPED GALVANIZED. H. HORIZONTAL 0 DIAMETER irr� A069bt'' ��R+ 14. AT ALL EXTERIOR MEMBERS PROVIDE A SHOP-APPLIED 1/2"THICK END CAP OF MATCHING WOOD 9. FIELD PAINT ALL EXTERIOR EXPOSED MEMBERS WITH TNEMEC V530 OVER 8'-0" SEE PLANS SEE PLANS H.P.P. HIGH POINT ,, MATERIAL GLUED TO END FACE. SHOP APPLY THREE COATS OF SEALANT TO ALL SIDES AND END CAPS OMNITHANE OR APPROVED EQUAL. HT. HEIGHT OF MEMBERS WHEN EXPOSED TO RAIN OF MOISTURE. 10. ALL EXTERIOR EXPOSED STEEL AND STEEL SUPPORTING EXTERIOR SHALL NOTE: HVAC HEATING,VENTILATION, & 15. GLULAM MEMBERS SHALL 13E ERECTED AND INSTALLED IN CONFORMANCE WITH MANUFACTURER BE HOT DIPPED GALVANIZED. HOT DIP GALVANIZING SHALL CONFORM TO AIR CONDITIONING No. Description Date REQUIREMENTS. MARK ALL MEMBERS FOR IDENTIFICATION DURING ERECTION INCLUDING ASTM A123, REPAIR SCRATCHES OR ABRADED GALVANIZED SURFACE PROVIDE (1)JACK STUD FOR SPANS LESS THAN 4'-0". I.D. INSIDE DIAMETER Issue for Permit 09/09/2023 IDENTIFICATION OF TOP SURFACE. ENSURE THAT ALL MARKS ARE NOT COMPLETED ON EXPOSED WITH ZINC RICH PAINT. PROVIDE (2)JACK STUDS FOR SPANS FROM 4'-l"TO 8'-0". I.F. INSIDE FACE SURFACES. 11. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS PROVIDE (3)JACK STUDS FOR SPANS OVER 8'-0". I.J. ISOLATION JOINT 16. ALL GLULAM BEAMS SHALL BE ADEQUATELY BRACED AND SUPPORTED UNTIL ALL STRUCTURAL AS FOLLOWS: INFO INFORMATION DIAPHRAGMS AND PERMANENT STRUCTURAL ELEMENTS ARE INSTALLED AND CONNECTED. . 23. ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED INT. INTERIOR G185(1.85 OZ OF ZINC PER SQUARE FOCT).ALTERNATIVELY, STAINLESS STEEL CONNECTIONS MAY BE JT. JOINT MASONRY OPENING LINTEL USED. FASTENERS SHALL MATCH THE HANGER FINISH AND MATERIAL. K KIP 24. WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS, PROVIDE FULL- LB. POUND 4'-0"OR LESS 1_43-1/2x5/16 LLV SECTION BLOCKING FOR 3 BAYS @ 4'-0"ON CENTER MAXIMUM WHERE SHEATHING IS NOT L.L. LIVE LOAD 4'- 1"TO 7'-0" L6x3-1/2x5/16 LLV CONTINUOUSLY FASTENED TO TOP OR EOTTOM OF JOIST. PROVIDE 18 GA x 1-1/2"x V-0"(MINIMUM) FLAT TENSION STRAP BETWEEN ALIGNED BLCCKING MEMBERS. 25. ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH 1/21, A. 3-1/2" LEGS ARE HORIZONTAL. DIAMETER HEADED ANCHOR BOLTS (ASTM F1554)@ 4'-0"ON CENTER AND WITHIN 12"OF ALL SILL B. PROVIDE ONE ANGLE FOR EACH 4"OF WALL THICKNESS. PLATES SPLICES.(MINIMUM 7" EMBED.) C. PROVIDE L5x5x5/16 ANGLES FOR 6"THICK WALLS AND PARTITIONS WITH OPENINGS UP TO 6'-0". D. PROVIDE MINIMUM 6"BEARING AT EACH END. E. LINTELS OVER 6'-4"SHALL BE FIREPROOFED. 12. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED GENERAL STRUCTURAL NOTES, LEGEND, ABBREVIATIONS SHOP DRAWINGS. 13. PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS. 14. ALL STEEL CONNECTIONS MUST MEET THE REQUIREMENTS OF SECTION 2212 OF THE NYC BUILDING CODE. Project: Greenport Ho 1360 9th Strei Greenport, N` PROJECT DESIGN CRITERIA(AS PER TABLE R301.2(1)OF 2020 INTERNATIONAL RESIDENTIAL BUILDING CODE Design ConstLEGEND BAAB, LLC WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN 234 South Ma 'OGRAPHICS SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL WF- Middletown, 1 'FECTS(K) REGION(1) DEBRIS ZONE(m) CATEGORY(f) (a) DEPTH(b) (C) TEMP(e) REQUIRED(h) (FEMA)(g) NO NO YES g INDEX(i) TEMP(i) � SEECONTINUOUS LAN AND SCHEDULE CAST-IN-PLACE CONCRETE STRIP FOOTING SEVERE 42" MODERATE TO HEAVY 15 F NO N/A 500 F-DAYS 50.8 F Urofelgur Aydin, KSK Constru \D PER THE 2020 NYS RESIDENTIAL CODE (- , WALL BELOW 136 N 10th SI L----J W_ CAST-IN-PLACE CONCRETE FOUNDATION WALL 3TH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH SEE PLAN AND SCHEDULE RATE', OR'SEVERE' FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(3). FOOTINGS THAN INDICATED IN FIGURE R403.1(1).THE FROST LINE DEPTH INDICATING THE MINIMUM DEPTH OF THE FOOTING BELOW FINISH GRADE IS ESTABLISHED BY THE LOCAL P-# Owner: CONCRETE PIER Abigail Nitka ETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE,AND IS DETERMINED BY FIGURE R301.2(6)AND BY THE LOCAL JURISDICTION. 165 North 10' IND SPEED MAP [FIGURE R301.2(4)A]OR AS ESTABLISHED BY THE LOCAL JURISDICTION.WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN Brooklyn, N) WOOD BEARING WALL, SEE PLAN AND GENERAL NOTES RE SHALL BE SELECTED FROM THE COLUMNS OF 97 1/2 PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL PLUMBING CODE. DEVIATIONS FROM THE Structural Er 7ED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. I _I M SECTION R301.2.2.21. SW Si Silman 32 Old Slip, THE TABLE WITH (a)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR WOOD SHEAR WALL; SEE PLAN, GENERAL NOTES,TYPICAL New York, N' -HE DATE(S) OF THE FLOOD INSURANCE STUDY AND (c)THE PANEL NUMBERS AND DATES OF THE CURRENTLY EFFECTIVE FIRMS AND FBFMS OR OTHER FLOOD HAZARD MAP DETAIL,AND SCHEDULE 'TION,AS AMENDED. MEP Engine, TIERSEP Engineer HAVE BEEN USED: HSS4.5X0.375 COLUMN, U.O.N. 110 William ■ WOOD POST, SEE GENERAL NOTE#14 OF THE New York, N Landscap FRAMING LUMBER GENERAL NOTES ON S-001 e/ ABOVE DATUM)EET) Nishiel Patel -UM) b\ U COLUMN ABOVE/BELOW 372 Jefferso .00D EVENT) Brooklyn, N' Civil Engine 5.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1, R905.8.3.1, OR AS ESTABLISHED BY THE LOCAL JURISDICTION,WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE XxX GLULAM BEAM. NOTE: EXACT GLULAM BEAM Subsurface )ICATE 'YES'; OTHERWISE, 'NO'WILL BE INDICATED IN SIZES TO BE COORDINATED WITH GLULAM 105 Maxess MANUFACTURER PER GLULAM SPECIES,gDEX(BF-DAYS) IS DETERMINED FROM FIGURE R403.3(2) OR FROM THE 100-YEAR(99 PERCENT)VALUE ON THE STRENGTH VALUES,AND MANUFACTURERS Melville, NY 'AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREE F). CAPABILITIES VED FROM THE NATIONAL CLIMATIC DATA CENTER DATA TABLE'AIR FREEZING INDEX-USA METHOD (BASE 32 :RE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO TOPOGRAPHIC WIND SPEED-UP EFFECTS &AS ESTABLISHED BY THE PLYS DEPTH OTHERWISE, 'NO'WILL BE INDICATED IN THIS PART OF THE TABLE.RE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS&AS ESTABLISHED BY THE N----- LVL This docum AD IDENTIFY ANY SPECIFIC REQUIREMENTS; OTHERWISE, 'NO'WILL BE INDICATED IN THIS PART OF THE TABLE. 7-1/4" BEAM U.O.N., SEE PLAN_ 2.0E 1 3/4" LVL MULTI-PLY BEAM. (2) 1 3/4"x professions only as drag AS ESTABLISHED BY THE JURISDICTION,THE WIND-BORNE DEBRIS WIND ZONE(S)ARE INDICATED. OTHERWISE, 'NO'WILL BE INDICATED IN THIS PART OF THE TABLE. verify all dir 7 1/4" L--—---� 1 3/4"x 7 1/4" LVL 2.0E U.O.N ENGINEERED LUMBER JOIST @ 12"O.C. BY WEYERHAUSER OR APPROVED EQUAL INTERNATIONAL RESIDENTIAL CODE. HOWEVER, IT IS SILMAN RECOMMENDS SPECIAL INSPECTIONS FOR QUALITY CONTROL AS NOTED BELOW: 9-1/2 9_1/2"TJI/PRO 230 JOIST BY WEYERHAUSER OR F BOLTING AND WELDING, OUR STANDARD SPECIFICATION REQUIRES THE FOLLOWING: APPROVED EQUAL @ 16"O.C. SPACING U.O.N. VISUAL MEANS. 11-7/8 ALL BE MEASURED. L- -—- --� 11-7/8"TJI/PRO 560 JOIST BY WEYERHAUSER OR :SC "SPECIFICATION FOR STRUCURAL JOINTS USING HIGH-STRENGTH BOLTS,"SECTION 9, BASED ON INSTALLATION METHOD. APPROVED EQUAL @ 16"O.C. SPACING U.O.N ALL BE EXAMINED BY THE ULTRASONIC METHOD FOR 100% OF THEIR LENGTH. :STED BY THE MAGNECTIC PARTICAL METHOD. 3 SHALL BE TESTED BY MAGNETIC PARTICLE METHOD. STEEL BEAM THE ULTRASONIC METHOD. .D RECOMMEND TEH FOLLOWING SCOPE OF INSPECTION FOR THIS PROJECT: I SHEAR CONNECTION VISUAL MEANS. ( ALL BE MEASURED. MOMENT CONNECTION (IDED BY SILMAN UPON THE UNDERSTANDING THAT THE OWNER WISHSES TO PROCEED WITH SPECIAL INSPECTIONS,ARE SUBJECT TO TENSILE STRESS SHALL BE EXAMINED BY LENGTH. )SED ANNOTATED PLANS, PROVIDED BY SILMAN UPON THE UNDERSTANDING THAT THE OWNER WISHSES TO PROCEED WITH SPECIAL INSPECTIONS, SHALL BE TESTED BY THE 4" S.O.G. 4"SLAB ON GRADE (SEE SCHEDULE) ZEE CRITERIA ESTABLISH THE REQUIRED MINIMUM SAMPLING FREQUENCY: DF CONCRETE PLACED EACH DAY AB OR WALL SURFACE EACH DAY STEP IN SLAB =RS ARE USED. ONLY TWO CYLINDERS ARE REQUIRED IF 6"x12"CYLINDERS ARE USED.THIS IS ONLY THE REQUIREMENT FOR DETERMINATION OF 28 DAY STRENGTH TEST. WE SLAB SLOPE TRANSITION TAKEN AS INSURANCE FOR 56 DAY STRENGTH TEST IN CASE THE 28 DAY TESTS COME BACK BELOW THE SPECIFIED DESIGN STRENGTH.WE DEFER TO THE CONTRACTOR ON 14 DAYS SINCE THOSE ARE ONLY REQUIRED FOR FORM STRIPPING. #-#" TOP OF SLAB ELEVATION SPOT ELEVATION L(AESS)CATEGORY MATRIX+A1:G23A23A1:G22A1:G25A1:G23A1:G24A1:G23 AESS 4 AESS 3 AESS 2 AESS 1 SSS OPENING IN SLAB Showcase Feature Feature Elements Basic Standard Elements in Structural close view # Elements not in close view Elements Steel FRAMING ELEVATION/WALL ELEVATION S • Q COLUMN LINE • optional • REVISION ea ign • [##'-##"] BOTTOM OF FOOTING ELEVATION RELATIVE TO DATUM <##'-##"> TOP OF FRAMING ELEVATION RELATIVE TO DATUM BP_ STEEL BEAM BEARING PLATE, SEE SCHEDULE& DETAILS optional optional CBP_ STEEL COLUMN BASE PLATE, SEE SCHEDULE& DETAILS No. Descri Issue ft ARE REMOVED BY SOLVENT CLEANING TO MEET SSPC-SP1. ND SMOOTH. SHARP EDGES RESULTING FROM FLAME CUTTING, GRINDING AND ESPECIALLY SHEARING ARE 3, EITHER WITH ADDITIONAL WELDING,CAULKING OR BODY FILLER. FOR CORROSIVE ENVIRONMENTS,ALL RUCTURAL SECTIONS ARE ACCEPTABLE AS PRODUCED. SAME SIDE,AS SPECIFIED,AND CONSISTENT FROM ONE CONNECTION TO ANOTHER. JUITIES ARE REMOVED.WELD PROJECTION UP TO 1/16 IN. (2 MM) IS ACCEPTABLE FOR BUTT AND PLUG G,A PHYSICAL SAMPLE,A FIRST-OFF INSPECTION,A SCALED MOCK-UP OR A FULL-SCALE MOCK-UP,AS : FOR STANDARD STRUCTURAL STEEL AS SPECIFIED IN THIS CODE. IN AND ERECTION PROCESSES ARE NOT VISIBLE. HED PRODUCT. 3 INDICATED IN THE CONTRACT DOCUMENTS. S IS REQUIRED. LOVE. A CLEAR DISTANCE BETWEEN ABUTTING MEMBERS OF 1/8 IN. (3 MM) IS REQUIRED. LEGEND, DE: SCHEDULES kPPARENT. APPEARANCE,WELDED TRANSITIONS BETWEEN MEMBERS ALSO ARE CONTOURED AND BLENDED. LED AND SANDED. ®®A A WELDED ELEMENT CAN BE MINIMIZED BY HAND GRINDING THE BACK SIDE SUR- FACE.THE DEGREE OF ., D MATERIAL. 1/8"= V-0" Project: Al IM. CONCRETE WALL FOOTING SCHEDULE Greenport House B1 1 s C1 D1 SIZE REINFORCEMENT 1360 9th StreetGreenport,NY 11944 S-301 TOP BOTTOM WF-1 MARK WIDTH DEPTH LONG WAY SHORT WAY LONG WAY SHORT WAY REMARKS Desi n Consultant: [-6'-0"] WF-1 2'-0" N/A N/A 345 N/A BAAB, LLC 4' 234 South Main St#403 Middletown, CT 06457,T:202-236-8036 ——————————— — Profession !of Record / - % - a _ CONCRETE WALL SCHEDULE I I --� ——————————— __ Ulgur Aydin, PE r- / I I ( I --""--'� REINFORCEMENT KSK Construction Group ,k B h St, Brooklyn,MARK WIDTH VERTICAL HORIZONTAL REMARKS 136 N 10t y NY 11249 SIM. / I ( °` I W-1 10" #5 @ 12"O.C. #4 @ 18"O.0 4 / SS�301 d FOOTING SCHEDULE owner: LL I I I as Abigail Nitka , z a I ,. to I SIZE REINFORCEMENT 165 North 10th Street LL _' BOTTOM TOP Brooklyn, NY 11211 ° / ( I I I MARK LENGTH WIDTH THICKNESS LONG WAY SHORT WAY LONG WAY SHORT WAY REMARKS 4 F-1 2'-0" 2'-0" 1'-0" - Structural Engineer: SS\301 ( Silman zo 32 Old Slip, 10th Floor ° u New York, NY 10005,T: 212-620-7970 SIM/ .I I SIM. 4 / �S-301 I I� S-3 1 I PIER SCHEDULE MEP Engineer: EP Engineering SIZE REINFORCEMENT 110 William St VERTICAL DOWEL New York, NY11038 MARK WIDTH LENGTH BARS CLOSED TIES EMBEDMENT REMARKS P-1 12' 12" Landscape Architect: 1 i I Nishiel Patel Design Office 372 Jefferson Ave / S-3o1 I I I -°. I I Brooklyn, NY L--.J F-1 F-1 t----� I NOTES Civil Engineer: -- ----4 6'-0" 6'-0"L— r ----------, [- ] [- ] --_,._--------_J °°- Subsurface Specialists Inc ° — 105 Maxess Road,Suite 124 ° 4 i P-1EJ P-1 a j ° " 1. REFER TO S001 FOR GENERAL NOTES Melville, NY 11747 T: 631-980-3912 L---� �--- I . a - _. W F-1 EQ EQ EQ 2. REFER TO S002 FOR LEGEND [-6'-0'] ( I 3. REFER TO S500 SERIES FOR TYPICAL DETAILS 1 I 4. BOTTOM OF FOOTING NOTED AS[X'-X"] This document is an instrument of professional service. It is intended for use 5. CONTRACTOR RESPONSIBLE FOR COORDINATE MEP TRADES WITH r, STRUCTURE only as drawn and noted. Contractor steal! verify all dimensions. 4"S.O.G. LL 6. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS `4 NOT SHOWN ON STRUCTURAL DRAWINGS I I _ LL. zo °4 a WF-1 • O 3b3a S IIIi a , ' A2 IM. — [-6II1IIII'-0"] SIM. S-301 S-301 18 SIM. S-301 P-1 F-1 [-6'-0"] F-1 ' OC-2�IIIIIIiII — —a° a- .=••°a a [-6'-0"] _---LL zo LL SIM. 2 S-301 SIM. S 3 d S-301 WF-1 [-6' 0] ———— -------------------- ————— -- —————————' — — / /D — --/—7� O Seal .&S`ignha;tlCuE�r" .eA: ————————————————— ———————— ——————— ————————————— LL WF-1 � N4. S.O.G. No. Description LL r„ Date SIM. Issue for Permit 09/09/20233 SIM. 4 C3 S_301) �M SIM - (0 S301 SIM. S-301 -- WF-1 W-1 FOUNDATION PLANS 2 2o1-3 1 FOUNDATION FRAMING PLAN S-101 1/4"= 1'-01, 1/4"= 1'-011 Project: 61 1 Al SIM. Greenport House C1 D1 PRICING ALTERNATIVES 1360 9th Street S-301 Greenport, NY 11944 1. AS AN ALTERNATE TO TJI JOISTS PROVIDE 120OS200-97 COLD 5 Design Consultant:SW-2 FORMED JOISTS @ 16"O.C. BY MARINOWARE OR APPROVED EQUAL BAAB LLC SW-2 2. AS AN ALTERNATE TO WOOD STUDS PROVIDE 60OS200-14 STUDS. 234 South Main St#403 SPACING TO MATCH WOOD STUD SPACING. HOLDOWN AND PLYWOOD Middletown, CT 06457,T: 202-236-8036 NAILING REQUIREMENTS TO MATCH WHAT IS SHOWN FOR WOOD STUD WALLS. Professional of Record Ulgur Aydin, PE NOTES KSK Construction Group SIM. I ~ I I 136 N 10th St, Brooklyn, NY 11249 4 1 S-301 I (3)9-1/2 LVL i I 1. REFER TO S001 FOR GENERAL NOTES I 2. REFER TO S002 FOR LEGEND Owner: 3. REFER TO S500 SERIES FOR TYPICAL DETAILS Abigail Nitka - I I 4. CONTRACTOR RESPONSIBLE FOR COORDINATE MEP TRADES WITH 165 North 10th Street i�i I I STRUCTURE Brooklyn, NY 11211 0) _4 I 5. SEE ARCHITECTURAL DRAW Structural En meer: CO �3S I � SIM. I 00I S-301 INGS FOR ALL DIMENSIONS AND ELEVATIONSg I J 3 I -�' ! �� ( NOT SHOWN ON STRUCTURAL DRAWINGS Silman New York, NY 10005,T: 212-620-7970 I I MEP Engineer: EP Engineering I (3) 11-7/8 LVL 110 William St ( I New York, NY 11038 I M 1 I I ( x Landscape Architect: S-301 I I I cn Nishiel Patel Design Office ( I I 372 Jefferson Ave LJ CO� L-J i Brooklyn, NY SW-1 I Civil Engineer: Subsurface Specialists Inc 105 Maxess Road, Suite 124 O (3) 11-7/8 LVL Melvill , Y 11747 T. 631 980-3912 _._ (3) 11-7/8 LVL (3) 11-7/8 LVL . .. CBP-1 e N This document is an instrument of professional service. It is intended for use only as drawn and noted. Contractor shall verify all dimensions. CBP-1 01 SW"2 CBP-1. SIM. 2 SIM. S-301 2 S-301 CBP-1 SIM. (3) 11-7/8 LVL (3) 11-7/8 LVL S-301 18 CBP-1 U) - I 3b j COLUMN TO BE CBP-1 _ 38 O AESS CATEGORY 3 SIM. 2 I. � S-301 SIM. � 2 . S-301 CBP-1 3 I v S-301 2 SW-2 CBP-1 ) O O Seal &Signature: I I I I / / OF hlf: (P. I I (2) 1 �(8 LVL / ;n Op �c / s �, ul / q11 �O St N I o d69 001 CO N No. Description Date O SIM. I ' 3 I U) SIM. Issue for Permit 09/09/2023 4 SIM. S�� (2)9 ;\!? LVL I S-301 % S_301 �� Sim. 1 SIM. 3 r� S-301 S-301 / I / I / I� S W 2 --- / 62 SW-2 . A2 C2 O D2 FIRST FLOOR FRAMING PLAN 1 FIRST FLOOR FRAMING PLAN S-102 1/4"= 1'-0" 1/4"= V.0" Project: Al Greenport House 1360 9th Street O S-401 Greenport, NY 11944 CONT. STEEL PRICING ALTERNATIVES ANGLE, SEE 2/S401 IM. Design Consultant: 7-1/4"LVL'S PARALLEL 2 TO GLULAM BEAMS. (2) S401,F BAAB, LLC WMAGAN ang:on UZ LAU PER BAY,TYP. 1. AS AN ALTERNATE TO TJI JOISTS PROVIDE 120OS200-97 COLD 234 South Main St#403 --- ----- Middletown,CT 06457,T:202-236-8036 FORMED JOISTS @ 16"O.C. BY MARINOWARE OR APPROVED EQUAL lowlem�,�4m4 an F mmmmw�------------------- --- I ——- ———— ————————— ————— 2. AS AN ALTERNATE TO WOOD STUDS PROVIDE 60OS200-14 STUDS. Professional of Record No Ang MONO"AN 011M. 0. 1 1 SPACING TO MATCH WOOD STUD SPACING. Ulgur Aydin, PE .AN..No ON KSK Construction Group TT-—--—--—--—-- 136 N 10th St, Brooklyn, NY 11249 -----------------"fit-------------- —--—--—--—-- -..._ _� ING.an 5x10-1/2 GLULAM —--—--—--—--—-- an ANN No 1 � 1 3 NOTES S-401 Owner: .W.MAN ........AN.........AM.........AN.................. 5x10-1/2 GLULAM Abigail Nitka L 1. REFER TO S001 FOR GENERAL NOTES 165 North 10th Street Brooklyn, NY 11211 2. REFER TO S002 FOR LEGEND Structural Engineer: 5x10-1/2 GLULAM 3. REFER TO S500 SERIES FOR TYPICAL DETAILS Silman 32 Old Slip, 10th Floor 4. CONTRACTOR RESPONSIBLE FOR COORDINATE MEP TRADES WITH New York, NY 10005,T: 212-620-7970 1 STRUCTURE MEP Engineer: .... 5x10-1/2 GLULAM I I III 5. ALL GLULAM FRAMING SLOPES, SEE ARCHITECTURAL DRAWINGS. EP Engineering Owego 1110 William St 6. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS AND ELEVATIONS New York, NY 11038 NOT SHOWN ON STRUCTURAL DRAWINGS I Landscape Architect: AmGr✓ To I 5x10-1/2 GLULAM Nishiel Patel Design Office 372 Jefferson Ave Brooklyn, NY III 5x10-1/2 GLULAM Civil Engineer: Subsurface Specialists Inc 40 I I 18 105 Maxess Road, Suite 124 ----------------------------- --------F-------Q Melville, NY 11747 T: 631-980-3912------ -------- ------- %% -0 \% 5x1=-1 4GLULAM 1 01. This document is an instrument of professional service. It is intended for use Monan ow No Anown man WwwmAAMAWD 5xig-1/4 GLULAM I only as drawn and noted. Contractor shall an 1M. verify all dimensions. ANWANAAWWWWO M-Al' �S dw am 4mone am as I—j Owego an am"Ween �S-/01) AGMAGAGAW Ago'wwg�=down an am agago,Apm dams I> aWgwa am AM MANWA,ON Mellon am goom AGO so 9-1/4 GLULAM 4w- i . — .... am 6,,Nm 50 am Gomm ownw000 An CONT. STEEL .0.GWOOM ON an wagon moo* swap 060�� ANGLE, SEE go MONO 00000000 WO..".so so soon C14 W.,Wwoo Owego 2/S-401 Agnow,so "'W"Win ON do ,,NW400 IM. 5y Ann 40 '1 /4 40 �, S anow,WIN"own- .0,0040 Ogwo 4100 Ago �S-401) annowen.Woano, so 00410 0,0040 GNP 0400 moso woo.so all ago wwwwal do GAP TRUSS FRAMING, TYP. memo r 0000 1 Agnanan,GAP so do 00 SEE S-201 ON Anal"'o"Aaw, 0000 on Aggalloon Agawn 4 am .�uILMAAA-Agl Y'A A. 00 ago Goans,do ow.00,000 do 1 gAnAoseen S-401 go % 0000.am am 1 O.Go'dw all woo ANN ago 00 do loop % I ago ow 0000 a- (S-201 .,,Dowoo dopow do 0400 'wow nalwago"Onow 114 --4 OOP "'agoono, 509- alw"a" I Ann 00.0 14 ov;-� 1 5)(Ag-ao,wagoo, 9-114 AM ..law agg"'Alowagoo 7-1/4" LVL'S Agoonowage all.0,0040 GNP am anismaim PARALLEL TO ; stow ON Agenne,am a 00-N GLULAM on so 11 Oow000lopavl, Mellon am am a..". BEAMS. (2) PER do aw do SIM ON 0" 509-1/4 GLULAM Aawwo so ON agaoia, 7-1/4" LVL'S PARALLEL TO BAY,TYP. agoo, mono % wanalwang wen .000 .. --W- %\ dodo *10 allow go so Angola am 40000 GLULAM BEAMS. (2)PER BAY, wagAgneog ,Nmwowoo TYP. 0.,Gwaw I AN NOWN,ow ON allow No memo am so AWN do ..a,ON 400 -.54a- -—No Ang an as Angola Am GAP am AND 11 AN A 2)S do 4 mo�aw��dw 201 wWwwjX.1L-1L4 GLULLj M Ang >am OOMMeftamm ft .5 9-a /4 GLaAM I 1 S-401 CONT.STEEL ftW mwmm40ANGLE, SEE 5xjq1O /� mnm2/S401 1SI mMW . GLULAM4 - ) Am, am so LULAM a Nowl,MAN moo& am No ftumn 604m"..Mm No mama --ft amum Aga,a. -WAft ��201 5X19-1/4 GLULAM ommon an,am AM 40M.W.N.M.W. A-GODOWWW'Ang", oomwm so dftammv...ft "ft—am - Monage am 0. 4000M am Am aftm '00"mft� GLULAM BEAMS TO BE gloom an WMANNAM, cowAne SAMOAN am aft 5x19-1/4 GLULAM ollmomeme. NOTCHED AT TRUSSES, am No an Gamma an.0 GUNMAN an mooft so Ang=mom aft a-al"a 0,""New an SEE S-201 "---_canon_am gloom Alm am Angola afteft AWAWWWAWAAAAAAAAAAA ...ANANAWN women an-fto-.M. Gomm*an on,morm 5x1 9-1/4 GIII am Awl 4110 Agang. A" 011 gan ON 4imm am mwlm on,awn 40emm em,AM III AGN ANAGANAGNAMM an 7-1/4" LVL'S PARALLEL T TO GLULAM BEAMS. (1) 5x19-1/4 GLULAM PER BAY,TYP. --------------- ----- ------ -- ----------- --- ------------——————————————————————————--—— ——————— ------------- Seal &Signature: 5x10-1/2 GLULAM "I S ------ IM. JIR A Op, �3 IM 5x10-1/2 GLULAM WE FN S-401 S ) � 4'r �S-401) air Ang cf J, ZK\ .a a 5X10-1/2 GLULAMI I .....Age Al. I wasmanow�� an AWAAWAJ 7-1 Am, NO TAAAA— A. T- No. Description Date 5x10-1/2 GLU 0LAM am Gamma L.."mom No New GOWAN NO Me AN.MAN 77T, Issue for Permit 09/09/2023 an an Gomm an 0. I—son.among am 4WAND an MAN swum AND oft WMAN. "meow No No con_no a, 112 GLULqAWAAAAA am goommem amm go so "Dam ...an gunmen*..among am No GOWAN No am 40WAM Alan"Ago. am MONO 400VAD on Ang AM am oumma am 5xj0 11 ft mono .Wo,;�;112 GLULA 4M.No Angola aft WN AM GWAV.. --5X10-1/2 GLULA .WWAw gloom - __ ON"*so AAAGON onaft am am gloom 4" 4"am Agon-Agge.-L Sim. 2 (2)7-1/4"LVL TYP. am "Mvft aft OWN, �S-401,P CONT. STEEL -ftowftft AN3LE, SEE 2/S-401 Sim. 2 (�2 ROOF FRAMING PLAN ROOF FRAMING PLAN 114-0 Project: Greenport House S-401SEE I/S-401 FOR 1360 9th Street ADDITIONAL STEEL Greenport, NY 11944 REQUIRED AT GLULAM Desiqn Consultant: NOTCHES i BAAB, LLC HSS TOP CHORD 234 South Main St#403 ( PER PLAN Middletown, CT 06457,T: 202-236-8036 SIM. WOOD FRAMING NOT GLULAM BEAM SHOWN FOR CLARITY Professional of Record S-401 PER PLAN <'> Ulgur Aydin, PE HSS8X4X5,'8 (FLAT) A KSK Construction Group N 136 N 10th St, Brooklyn, NY 11249 ---------------- - O ---------------- Owner: I M. Abigail Nitka 165 North 10th Street �S-401)" GLULAM BEAM Brooklyn, NY 11211 PER PLAN HSS BOTTOM CHORD PER PLAN Structural gRgjnM: Silman HSS COLUMN PER 32 Old Slip, 10th Floor PLAN New York, NY 10005,T: 212-620-7970 00 - MEP Engineer: co WO x EP Engineering HSS8X4X518(FLAT) co co x x 110 William St x C/) TRUSS END CONNECTION New York, NY 11038 It I Cn Cn 5 AT BOTTOM CHORD Landscape Architect: 0) co Nishiel Patel Design Office x Sim Sim. S-201 1 1/2" 1'-0"5 372 Jefferson Ave M x S-201 Brooklyn, NY U) (n Civil Engineer: S-201 - - - - - 1 = HSSX�X`1/4 4 X1/4 Subsurface Specialists Inc 105 Maxess Road, Suite 124 Melville, NY 11747 T: 631-980-3912 HSS8X4X5/8(FLAT) HSS8X4X5/8(FLAT) WOOD FRAMING NOT SHOWN FOR CLARITY This document is an instrument of professional service. It is intended for use only as drawn and noted. Contractor shall COLUMN COLUMN COLUMN COLUMN verify all dimensions. I PER PLAN PER PLAN PER PLAN PER PLAN SEE 1/S-401 FOR I ADDITIONAL STEEL REQUIRED AT ELEVATION (-2 ELEVATION GLULAM NOTCHES S-2j01 1/2":= 11-01, 1\'S J201 1/2 HSS TOP CHORD PER PLAN ------- ------------- -- ------------------ Sim. GLULAM BEAM PER PLAN HSS BOTTOM �S-401,,F CHORD PER PLAN HSS COLUMN PER IM. PLAN (S-401$ SS 4X51 (FLAT) O TRUSS END CONNECTION HSS8X4X5/8(FLAT) AT VERTICAL 1 1/2"= 11-0.0 20- ce) x 0CQ C0 x 00 Nt CO (n x co 00 ( x V) x x 00 x CY) Seal&Signature: U) CY) En It x U) Cl) U) x 5 Sim. 0 1 F 7-D�E' ,It U)Sim. U) roI tD Opp S-201 HSS8X4X5/8(FLAT)(LOW) HSS8X4X5/8(FLAT)(LOW) VC)p No. Description Date z U) Issue for Permit 09109/2023 COLUMN a- PER PLAN CL z D D j 0 0 NOTES: ELEVATION 1. SEE A-550 FOR DIMENSIONAL INFORMATION ELEVATION (-4 2. TRUSSES ARE DESIGNED FOR 1/2"MAX HORIZONTAL '\�J-201 1/2"=: 1 1-01, �S-J201 1/2"= 1 1-01, MOVEMENT AND 1/4"MAX VERTICAL MOVEMENT 3. TRUSS TOP AND BOTTOM CHORDS AND VERTICALS TO BE AESS CATEGORY 2 U.O.N.TRUSS COLUMNS ARE NOT REQUIRED TO BE AESS EXCEPT THOSE NOTED ON PLAN STRUCTURAL ELEVATIONS AM A S-z 0 1 As indicated Project: Greenpmrt House 13600th Street Greenpmrt, NY11B44 . . B. LLC | ! � 234 South Main St#4D3 i Middletown, CT 06457,T: 202-236-8036 Professional of Record � | | | | � | | | ` | / Ukgur Aydin, PE WOOD SHEAR WALL WHERE � . / WOOD SHEAR �S� /�moup | Construction OCCURS, SEE PLAN | | OCCURS,SEE PLAN. 'RO"/uc CONTBLOC�|NC; BETVVEEN 138NiOthStBrooWyn. NY1Y249 NOTCH IN FOUNDATION WALL, | | ' JOISTS/TWOOD SEE ARCHITECTURAL ' | SHOWN FOR CLARITY uw*vv/muu | | | . / --_ -- _ SHEATHING, _ ___ ___. __ .��_._. | . SEE GENERAL NOTES SEE GENERAL NOTES | | Abba|| Nbhm . 165 North 10KhStnee1 T.O.JOIST Bmohkym\ NYM2N1 EL.SEE PLAN EL.SEE PLAN EL.SEE PLAN Structural Enginee 32 Old Slip, 10thFloor / / | | |��| | New York NY1OOQS l: 212-62Q-797O DRAWINGS FOR —1h 11 1 CONCRETE STEM SEE ARCHITECTURAL MEP Eggineer: SEE PLAN INSULATIONCONCRETE - ��' WOOD JOISTS, -----' EP Engineering REQUIREMENTS WALL, SEE PLAN BLOCKING @ 6-0" SEE PLAN 11R William St CONCRETE STEM New York, NYMO38 'a GENERAL NOTES WALL, SEE PLAN N|shiey Patel Design Office DRAWINGS FOR 373 Jefferson Ave CONCRETE SLAB ON CONT 3 1/2"X JOIST DEPTH INSULATION THREADED ROD W HILTI CONCRETE SLAB ON Brooklyn, NY GRADE, SEE PLAN 4 REQUIREMENTS HY-200 EPDXY&6"EMBED GRADE, SEE PLAN THREADED RODVVH|LT| STAGGERED il ' 6^EMBED Subsurface Specialists Inc T.O.SLABSTAGGERED T.O.SLAB T.O. SLAB i0SK8aowma Road,Suite 124 CONCRETE FOOTING, Melville, NY 11747T: 631-980'3912 -- --- ' -'�' SEE PLAN EL. SEE - ' E^.SEE PLAN CONCRETE FOOTING, SEE , -17u ~^~-v�� PLAN | | | | | ./' ��| | |��| | | | This dmcornmnt|smn|netnmnmerdof SEE ARCHITECTURAL - ------� professional service. Itis intended for use B O FOOTING DRAWINGS FOR only as drawn and noted.Contractor shall INSULATION verify all dimensions. EL. -r | | |---'| | |---| | |--- REQUIREMENTS '�| | |��-�| | |�-��| | | |��| | |��| | |�� -``-- CONCRETE FOOTING, SECTION 2 ECTION SECTION ��S-J301 3/4" 1 1-01, �-301 3/4" 1 1-01, S-3 J01 3/411 | ' ' i ' . ' | | | |T.O.JOISTS L | | | ' | SEE ARCHITECTURAL DEPTHPGLLEDGERVN DR/�V|NGSFOR 3�"DiA�THREAOED ROLSNVH|LT| HY-200 INSULATION REQUIREMENTSEPDXY& 1G''EMBED�� 1G^O.C.STAGGERED TO SLAB Seal & . 4.1 ILI SECTION in No. Description Date Issue for Permit 8909/2023 ^ / FOUNDATION SECTIONS �� ^�� ~=- �� ~= � 3/4~ = 1''U~ GmenportHoum 1D6O9thStreet Gmmnpmrt. NY11944 (2)7-1/4^LVL BEAMS BETWEEN ROOF SHEATHING PER Desig ri Consultant: GLULAMS AT INTERIOR TO GENERAL NOTES BAAB' LLC , WIDE'`,_~___. EXTERIOR TRANSITION 234 South Main St#403 THICKNESS LONG Middletown, CT0G457.T: 202'236-8D3G WT TO SUPPORT GLULAM AT NOTCH Professional of Record U|gur Aydin, PE KSkC Construction Group 136N1Oth St, Brooklyn, NYi124Q (2)7-1/4^LVLBEAMS BETWEEN Owner: GLULAM8/Q'INTERIOR Ab|gai| Witke EXTERIOR TRANSITION 185 North 10thStmmet __\ \ � / Brooklyn, NY11211 (�)7-1/�^LVL8EAK�SBETVVEEN \._/ ' | 0LULAMSATPERIMETER | � / Si|nman CURVED TRUSS ---�' i 32 Old Slip, 10thF|mpr TOP � New York M�Y�0O5.T� �1� 20-7070 CHORD, GLULA� BEA� PERPLAN ' � ru~m . | MEP Engineer: NOTCH GLULAM BEAM TORECEIVE | / EP Engineering TRUSS, SEE ARCHITECTURAL ROOF SHEATHING | \ 11Q William St L DRAWINGSPER GENERAL NOTES GLULAM BEAM PER PLAN New York, NYY1038 | | Nfahie| Patel Design Office GLULAM BEAM P .` | � 372 Jefferson Ave PLAN GH|K�A8 ' | 1y REQUIRED TO Brooklyn, NY ROOF SHEATHING �r / | Civil Enaineer: TRUSS VERTICALS, ---' | [ ' ' Subsurface Specialists Inc SEE PLAN 106K0mxess Road,Suite 124 | ' Melville, NY11747 T: G31-980-3912 U | �- LVL BEAM PER PLAN | � | CONT L3X5�1/2 ---�/ ' | ``---' THERMAL BREAK, SEE ' | ARCHITECTURAL ' | This document[man instrument mf | DRAWINGS professional service. /tis intended for use | | on!yms drawn and noted.Contractor shall verify all dimensions. '- ' LVL BEAM PER PLAN } ' STUD WALL PER PLAN | | | GLAZING AND ATTACHMENT TO | . STRUCTURE BYOTHERS ' � | | | ' °°'"E° SECTION (-3 SECTION | S-401 TRUSS BOTTOM - � � - ~- � ' -` ' | CHORD, SEE PLAN | ' SECTION ROOF SHEATHING PER GENERALNOTES Seal &Signature: ' / ' \ . \ No. Description Date ' GLULAM BEAM PER PLAN. Issue for Permit 09109/2023 SHIM AS REQUIRED TO ROOF SHEATHING PROVIDE FULL DEPTH -------� ' BLOCKING BOLTED TO GLULAM FOR ROOF ( SHEATHING ATTACHMENT / STUD WALL PER PLANSECTION SUPERSTRUCTURE SECTIONS 3/4^= 11-01, �� ~�~ ° �� Pr,olect: STANDARD HOOK Greenport House 1360 9th Street Greenport, NY 11944 Design Consultant: A BAAB, LLC 234 South Main St#403 SLIP DOWEL PER SAW CUT AS REQUIRED CONCRETE PIER OR ° FOR JOINT FILLER ° ° a ° Middletown,G7 06457,T:202-236-8036 W.W.R. CONTRACTOR STEEL COLUMN Professional of Record SAW CUT 1/2" DIA.X 1'-6"LONG (SEE PLAN) jq4 w _ SLAB REINF. Ulgur Aydin, PE 1-112' DEEP DOWEL AT 1'-6"O.C. SLAB ON GRADE (MESH REBAR) w KSK Construction Group co Fi p _ 136 N 10th St, Brooklyn, NY 11249 x-x- -x�x Z w 2-#4 @ 3"x4'-0" LONG i-n a-O Y ADDITIONAL AT ALL w a g = i RE-ENTRANT g MAXIMUM DISTANCE BETWEEN F- �5�� JOINTS CORNERS CONTRACTION JOINTS IN INCHES CONSTURCTION IS 36 TIMES SLAB THICKNESS JOINT Owner: SLAB EDGE Abi t ka TEE-INTERSECTION 165 North 10thStreet Brooklyn, NY 11211 SAWED CONTRACTION JOINT CONSTRUCTION JOINT ISOLATION JOINT AT COLUMN ADDITIONAL REINFORCEMENT Structural Engineer: AT ALL RE- ENTRANT CORNERS Silman z v 32 Old Slip, 10th Floor STANDARD HOOK O New York, NY 10005,T: 212-620-7970 6"x6"W2.1 x W2.1 W.W.R. ° z J U) a WATERSTOP.2"COVER H a MEP Engineer: U CONCRETE SLAB - MIN. E.S. (OR AS REQ'D Q g EP Engineering BY WATERSTOP MFR.) 110 William St -Z- a as - - a WATERSTOP x-x=x=x NOTES: ° New York, NY 11038 Lands ca a Architect: Lo �,l I ° 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS 4 Nishiel Patel Design Office WHERE EACH SINGLE STRIP DOES NO EXCEED 36 TIMES 372 Jefferson Ave -I I -� VAPOR BARRIER SLAB THICKNESS WIDTH IN INCHES.ALTERNATIVELY, LARGE Brooklyn, NY BLOCK PLACEMENTS WITH INTERIOR CONTRACTION JOINTS TENSION 6"GRAVEL OR ARE ACCEPTABLE IF THE CONTRACTION JOINTS ARE MADE LAP SPLICE Civil Engineer: - 6"GRAVEL OR STONE CRUSHED STONE IN BOTH DIRECTIONS AT SPECIFIED INTERVALS IN A TIMELY Subsurface Specialists Inc UNDISTURBED - 10 MIL POLYETHYLENE MANNER. CCRNER124 UNDISTURBED SOIL OR 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A Mel Mle, NY Road,Suite -98 SOIL OR FILL VAPOR BARRIER FILL MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB Melville, NY 11747 T: 631-980-3912 THICKNESS.JOINTS SHALL BE SAWED NO LATER THAN 24 NOTE: FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE SLAB ON GRADE SLAB-ON-GRADE & WALL INTERFACE HOURS AFTER CONCRETE IS PLACED. TABLE. 3. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED TO 95% F MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT TYPICAL HORIZONTAL REINFORCEMENT This document is an instrument of AT CORNERS & JUNCTIONS OF WALLS professional service. It is intended for use only as drawn and noted. Contractor shall TYPICAL SLAB ON GRADE AND BEAM verify all dimensions. N.T.S. N.T.S. DEFORMED BAR TENSION DEVELOPMENT LENGTH (Ld) ADDITIONAL HORIZONTAL FOR NORMAL WEIGHT STONE CONCRETE& UNCOATED BARS BARS AT TOP& BOTTOM OF OPENING. PROVIDE 245 MIN. z �_ 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI OVER AND UNDER OPENING 1-#4 CONT. g o BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE U.O.N. w T.O. SLAB e7 Ow CASEI CASE II CASEI CASE II CASEI CASE II CASE I CASE II CASEI CASE II EL. SEE PLAN —x—x—x T.O. SLAB #3 17 25 15 22 13 20 12 18 _ 12 16 DEVELOPMENT y �l ° x x- EL. SEE PLAN #4 22 33 19 29 17 26 16 24 14 21 ° LENGTH SEE PLAN FOR �4 #5 28 42 24 36 22 32 20 30 17 26 ADDITIONAL VERTICAL BARS SLAB THICKNESS I I I #6 33 50 29 43 26 39 24 35 21 31 AT SIDES OF OPENING. BAR (TYP) III QUANTITY ON EACH SIDE #7 48 72 42 63 38 56 34 51 30 45 EQUAL TO 1/2 AREA OF 1'-0" #8 55 83 48 72 43 64 39 59 34 51 INTERRUPTED BARS. #9 62 93 54 81 48 72 44 66 38 57 245 MIN. EACH SIDE, U.O.N. STEP LESS THAN OR EQUAL TO SLAB THICKNESS #10 70 105 61 91 54 81 50 74 43 64 #11 78 116 67 101 1 60 90 55 82 48 71 2'-6- #4 CONT. DEFORMED TENSION BAR NOTES: #4 @ 12" #4 @ 12„ 1. FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT,TENSION DEVELOPMENT LENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.3x THE VALUES GIVEN. r1k T.O.SLAB 2. FOR REINFORCEMENT IN LIGHTWEIGHT CONCRETE,TENSION DEVELOPMENT LENGTH/TENSION LAP LENGTH SHALL BE 1.3x THE L> EL. SEE PLAN x-Ax-x=x x- ° - VALUES GIVEN. C° 3. FOR EPDXY-COATED BARS: p y T.O.SLAB A. WHERE CONCRETE COVER IS LESS THAN 3x BAR DIAMETER, OR CLEAR SPACING IS LESS THAN 6x BAR DIAMETER, TENSION DEVELOPMENT LENGTH/TENSION LAP SPLICE LENGTH SHALL BE 1.5x THE VALUES GIVEN. 2 - - - EL. SEE PLAN B. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3x BAR DIAMETER AND CLEAR SPACING IS GREATER THAN 6x BAR NOTES: f� ) DIAMETER, TENSION DEVELOPMENT LENGTH/TENSION LAP SPLICE LENGTH SHALL BE 1.2x THE VALUES GIVEN. 1 � w z w 4. CASE I APPLIES WHEN EITHER OF THE FOLLOWING SETS OF CONDITIONS ARE MET: 1. HOOK ALL BARS INTERRUPTED BY OPENING. 2-#4 TOP& I U)a. A. ALL THREE OF THESE: 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT LENGTH BEYOND BOT. CONT. 1'-0" 1'-0" a. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN DB AND OPENING,VERTICAL BARS TO BE FULL STORY HEIGHT. b. CLEAR COVER IS NOT LESS THAN DB AND 3. PROVIDE REINFORCING SHOWN IN THIS DETAIL U.O.N. IN SHEAR WALL c. STIRRUPS OR TIES ARE PROVIDED THROUGHOUT THE DEVELOPMENT LENGTH AND THE QUANTITY IS NOT LESS THAN THE SCHEDULE, SHEAR WALL DETAILS, SHEAR WALL ELEVATIONS ETC. STEP GREATER THAN SLAB THICKNESS CODE MINIMUM. B. OR BOTH OF THESE: a. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN 2DB AND b. CLEAR IS NT LESS THAN DB. TYPICAL OPENING IN CONCRETE WALL TYPICAL STEP IN SLAB ON GRADE CASE II APPLESOVER TO ALL OTHER CONDITIONS NOT DESCRIBED IN CASE I N.T.S. N.T.S. DEFORMED BAR TENSION LAP SPLICE-CLASS B FOR NORMAL WEIGHT STONE CONCRETE&UNCOATED BARS Seal &Signature: 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CASEI CASE II CASEI CASEII CASE I CASE II CASEI CASE II CASEI CASE IIA Oaf ©, #3 22 33 19 28 17 25 16 23 14 20 CONC.WALL #4 29 43 25 37 23 34 21 31 18 27 #5 36 54 31 47 28 42 26 38 22 33 n , 4i 3/16 x 2 COLLAR „ #6 43 65 37 56 34 50 31 46 27 40 �, 3/16 �- ALL AROUND #7 63 94 54 81 49 73 45 67 39 58 a p �A 0 #8 72 107 62 93 56 83 51 76 44 66 PIPE #9 81 121 70 105 63 94 57 86 50 74CL Na. Description Date #10 91 136 79 118 71 106 64 96 56 84 Issue for Permit 09/09/2023 vi L(I #11 101 1 151 87 131 78 117 71 107 62 93 cD w ° ROLLED PLATE OR PIPE HORIZONTAL REINF.TO DEFORMED BAR COMPRESSION DEVELOPMENT DEFORMED BAR COMPRESSION LAP Q z WITH 1/4" MIN.WALL RUN THRU M LENGTH (Ldc) SPLICE o a THK. UNINTERRUPTED 1 1/2 w!a: FOR NORMAL WEIGHT STONE CONCRETE& FOR NORMAL WEIGHT STONE CONCRETE&UNCOATED • 40 ° i ° UNCOATED BARS BARS Z NOTE: 0 SPACE ADJACENT PIPE SLEEVES AS FOLLOWS: ° °° a a' ° ° 4 ° ° 8 ° w ° ° d ° 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI BAR SIZE 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI u_� BAR SIZE° •, ev � ° e • CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE Cl) PIPE DIAMETER -� CLEAR DISTANCE BETWEEN ~ #3 9 8 8 8 8 #3 12 12 12 12 12 (OUTSIDE Dli�.L EDGES OF PIPE OPENINGS WATERSTOP #4 11 10 9 9 9 #4 15 15 15 15 15 #5 14 12 12 12 12 #5 19 19 19 19 19 DIA.<_6" CLEAR DIST. = PIPE DIA. _ #6 17 15 14 14 14 #6 23 23 23 23 23 6"< DIA.<_ 12" CLEAR DIST. =6" #7 20 17 16 16 16 #7 27 27 27 27 27 12"<DIA.<_24" CLEAR DIST.=WALL THICKNESS NOTE: MAXIMUM POUR LENGTHS: FOUNDATION WALL=80'-0" #8 22 19 18 18 18 #8 30 30 30 30 30 TYPICAL DETAILS #9 25 22 21 21 21 #9 34 34 34 34 34 TYPICAL PIPE SLEEVE IN CONCRETE WALL TYPICAL CONSTRUCTION JOINT IN CONCRETE WALL #10 28 25 23 23 23 #10 39 39 39 39 39 N.T.S. N.T.S. #11 31 27 26 26 26 #11 43 43 43 43 43 - 501 --- — As indicated Proiec � Greenpmrt House 136D0thStreet C3reenpod. NY11Q44 C Consultant: - Design BAAB. LLC COLUMN234 South Main St#403 Middletown, CTW64S7.T: 2O2-236-0036 Professional of Record BASE PLATE UYgurAVdin, PE KSK Construction Group i36N10th St, Brooklyn, NY1124B BOTTOM OF BASE PLATE z /ur OF ruu/nvu Owner: ~r Abigai| Nitkm BEARING N1ALLON (2)-2x 165 North 10thStreet CONTINUOUS PRESSURE | Brooklyn, NY11211 TREATED SILL PLATES TKI BEARING WALL ON (2)2x | NOTE: LEVELING PLATES (4) 1/2^0 HEADED ANCHOREngineer: | � ARE NOT PERMITTED 44 RODS. EMBED. 1'4''MAX.OR Si|nman TREATED SILL PLATES/. �/xruum ��r //�*/ TO 32 Old S|ip, 10th Floor EACH S/uu(SEE mu/Eu) WITHIN 3.OF BOTTOM OF New York, NY 10805.T: 212_620_7970 FOOTING PROVIDE SIMPSON SSP TIE AT EACH STUD | MEP Engineer: (SEE NOTE 3) T.O. FINISH FLOOR | EP �n�in�ehn0 | ' 11O William S8 / ` ANCHORBOLT WemxYork, NY11O38 T.O. FOUNDATION STEM 'r EL SEE rL\m | Kg i/ | ' 5/iG, - -r EL SEE PLAN QN z, L=EE �N� BASE PLATE : _ / Nishio| Patel Design Office / 372 Jefferson Ave Brooklyn, NY | ' Civil Enqineer: | Subsurface Specialists Inc TO EXTERIOR SHELF COLUMN ---/ SEE TABLE 105 K8axees Roud, Suite 124 EXTERIORHE F T.O. INTERIOR SHELF EL SEE ARCH. | |�� TJKLVL FLOOR JOISTS K8e|vi||e, NYY1747T: 631'980-2912 EL. SEE ARCH. -''-`-' | | | 7CONTINUOUS TJ|/U/LFLOORJO|STS --SEE P-'�' | | FACE K�OUNTEDJ0GT TYPE A ' HANGERS BYG|W1P8ONOR WEB BLOCK ING | |-- APPROVED EQUAL FULLDEPTHBLOC�|NGTO FACE'K�OUNTEDJOIST HAN{�ER8 BY This document is aninstrummentmf MATCH DEPTH OF JOISTS S|YWP8ONOR APPROVED EQUAL `` professional service. |tis intended for use 4 BOLT SIZE BASE PL 10 \ FC�RRE|NFORC|N{� SIZE AND ----� `- CONTINUOUS 3'i/2"nJOIST only esdmavvn and noted. Contractor shall SPA�|NGSEEOETA|L/\NO DEPTHPSLLEOGERVV|TH ��"0 v�r�fy �!|d|mens|un�. A 3 1/2^xJO|GT DEPTH PSLLEDGER' SCHEDULE ONS'??? H|LT| HIT HY15UyW/��. EPDXY SEE DETAIL AND SCHEDULE WITH ��^0 H|LT| HIT HY15OK8A�� Ep{��Y/\DHE8|VE ADHESIVE WITH EMBEDMENT ONS ??? FORRE|NFORC|NG WITH EMBEDMENT --- ' --- � � � �T16^O�C. STAGGERED. 81ZEAND SPACING PROVIDE AK |N|K8 OF RODS PER �J7E�� PROVIDE AN|N|KKOF(3) LENGTHOFLEOGER THREADED RODS PER LENGTH OFLEDGER 1 SEE SHEAR FOR HOLD-DOWN DETAILS.&kJTE{� --�-°--�\/--�-�- � ' ' - -----�' BASE PLATE SCHEDULE 2. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESS U RE-TREATED MEMBERS SHALL BE HOT-DIPPED GALVANIZED. SEE GENERAL NOTES 1. SEE SHEAR VVALLSCHEDULE FOR HOLD-DOWN DETAILS. � . MARK SIZE THICKNESS TYPE ' 2. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED MEMBERS SHALL BE HOT-DIPPED 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE PRIOR SFEATHING WIDTH (B) LENGTH (L) REMARKS GALVANIZED. GEE GENERAL NOTES. INSTALLATION. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. 3. S|K4P8ON Q��P TIE TO BE INSTALLED INTO VVALLSTUD AND SILL PLATE PRIOR SHEATHING INSTALLATION. INSTALL - ' AS PER MANUFACTURER'S RECOMMENDATIONS. U��U�� U�� FOUNDATION WALL ��K�� LEDGER U��U�� PARALLEL ��~� ��K U�U��k~�'K��k�� WALL ��yU�� LEDGER - TYPICALCOLUMN ��U U U��U �� PLATE ��^ ��U�� TUBE COLUMN ��8 K U�� JOISTS�� K`^UK�^�� v^�U� U�^^��U~U��y~� U Uv.vU� ��-�- WITH K o u_�~��v�v�� JOISTS�� U »_v FOUNDATION U^�xU� ��~�� WITH U U U K_�-��»�� «�vv^��-��U�8U,0 ��~ K- �_�-� K �~ �� U K- KK- u_ v�� U ��~ ��x^��-��U�UU� N.T.S. N.T.S. N.T.S. COLUMN 7 TOP&BOTTOM FLANGE PLATES SHOP WELDED TO COLUMN HSS COLUMN BOLTS OR WELDS BYPROVDER WOOD POST; SPLICE ABOUT �5' FLANGE MC PLATES �] FOR SIZE VV|DEFLANGE BEAM TYP. GALVANIZED 8|K�PSON (�)4/2"65 GALVANIZED (O|SCONT|NUOUS �� bCB/CBCOLUK8N BA8E THRU BOLTS NICK ' ` u- . ) To PLAT To C ES SHOP OLUMN BOLTS OR APPROVED EQUAL TOPFlEVENTBACK-OFF SHEAR PLATE I Ila CONNECTION BY INSTALL BOTTOM OF BASE PLATE u PFlCW|OER / FLUSH WITH CONCRETE (DISCONTINUOUS ) � w 11, SHIM PLATE AS REQUIRED (TOP& z BOTTOM) u- NDTE: T.O. SLAB 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC DETAILS ONLY. 14 CONTRACTOR SHALL DETAIL MOMENT CONNECTIONS BASED ON NOTE4. IN , ACCORDANCE WITH CODES AND SHALL PROVIDE SIGNED AND SEALED NOTES: Seal &Sionature: CALCULATIONS FOR FULL CONNECTIONS PRIOR TO SUBMITTAL OFSHOP DRAWINGS. 1. DETAIL SPLICE AND PROVIDE MATERIALS |N ACCORDANCE WITH A|SC 0 IV 2. ALL BOLTS TDBEH|QH'8TRENGTH. SLIP CRITICAL. ENGINEERING FOR STEEL CONSTRUCTION HANDBOOK AND ALL OSHA 3. PROVIDE BOLTED CONNECTION |N WEB FOR BEAM REACTION PER GENERAL REQUIREMENTS. NOTES. 2. MAXIMUM LENGTH OF COLUMN TO BE LESSER OF3O'-U"OR2STORIES. | CONCRETE PIER 4. PROVIDE PRETEND|ONEO BOLTS FOR STRUCTURES OVER 125'|N HEIGHT. 3. PROVIDE ALIGNMENT PLATES AS REQUIRED FOR COLUMN ERECTION. OR WALL 5. DESIGN MOMENT CONNECTION FOR FULL PLASTIC CAPACITY OFBEAM. REMOVE ALIGNMENT PLATES AFTER COLUMN |SINSTALLED. « TYPIC��U�� U �� »�� o�� WALL ^�� U�� AL K- U��~ �� «��^~�� POST v��8� CONCRETE�~ ��k�-�- ^~�U'� K- K�� UPLIFT) ��U�� U �� COLUMN K�»�U�� o��|�� TYPICAL �� COLUMN ��U U UU�� SPLICE U TYPICAL U��k�- U U�� ^^�K-��U�UU� MOMENT CONNECTION|v~�U� U U K- U��x~x�� K U�� v~��~��U�UU� N.T.S. N.T.S. N.T.S.. _ . No. Description Dote Issue for Permit 0909/2023 TYPICAL DETAILS �� 1^= 1`-8° FULL DEPTH BLOCKING TO MATCH Pr�ect. BEARING WALL ON (1)-2x WIDTH OF STUD WALL,TYPICAL Greenport House BEARING WALL ON (1)-2x — FULL DEPTH BLOCKING TO MATCH CONTINUOUS SOLEPLATE BETWEEN FLOOR BLOCKING AT 1360 9th Street i BEARING WALL ABOVE LOCATIONS. Greenport, NY 11944 CONTINUOUS SOLEPLATE WIDTH OF STUD WALL,TYP. r Desic#n Consultant: ' TJI/LVL FLOOR JOISTS 11 ( r I TJI/LVL FLOOR JOISTS CONTINUOUS 1-1/4"LSL RIM BOARD I — — — — — T.O. FINISH FLOOR 6" 2'-0" 2'-0' BAAB, LLC CONTINUOUS 1-1/4 LSL RIM T.O. FINISH FLOOR MULTIPLE MEMBER BOARD �— - — - — - � .,. ;,::.:.......:.�::..,.,..;...;� ... EL. SEE PLAN LVL BE 234 South Main S##403 EL.SEE PLAN i A SEE PLAN Middletown, CT 06457 T: 202-236-8036 ®Q M SIMPSON LSTA 30 STRAPS TIES SIMPSON LSTA 30 STRAPS TIES ACROSS STUD ABOVE, RIM iv Professional of Record Z ° UI ur Aydin, PE KSK Construction Group ACROSS STUD ABOVE, RIM BOARD AND STUD BELOW AT x g g Y BOARD AND STUD BELOW Al' EACH STUD LOCATION I - a P EACH STUD LOCATION I ��, w 136 N 10th St, Brooklyn, NY 11249 - � p T.O. FOUNDATION WALL EL. SEE PLAN -— — I 1 Q SECTION A-A 00, FACE MOUNTED JOIST HANGERS BY Owner: PROVIDE WEB I SIMPSON OR APPROVED EQUAL WITH Abigail Nitka BEARING WALL; SEE PLAN - I < 3 1/2"LONG SIMPSON SDS 165 North 10th Street AND GENERAL NOTES STIFFENERS AT TJI CONTINUOUS (2)2x TOP PLATE WEB STIFFENERS @ TJI S;TYPICAL SCREWS EACH SIDE LOCATIONS Brooklyn, NY 11211 CONTINUOUS(2)2x TOP FULL DEPTH BLOCKING TO MATCH , DEPTH OF JOISTS;TYPICAL Structural PLATE BEARING WALL; SEE PLAN Engineer:- AND GENERAL NOTES SIMPSON H2A TIE AT Silman SIMPSON H2A TIE AT EACH BLOCKING TO EACH STUD, NOTES: 32 Old Slip, 10th Floor JOIST TO STUD,ALIGN JOIST ALIGN BLOCKING AND STUD New York, NY 10005,T: 212-620-7970 NOTE:SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN AND STUD AS REQUIRED NOTE: COORDINATE BLOCKING WITH MEP AND AS REQUIRED. 1. USE 1-3/4"x LVL BY ILEVEL BY WEYERHAEUSER. DETAILS. ARCHITECTURAL PENETRATIONS, SEE ARCH.AND MEP 2. MAXIMUM BOLT HOLE SIZE SHALL BE 9/16". MEP Engineer: DRAWINGS. 3. BOLTS SHALL NOT BE COUNTER-SUNK. EP Engineering 110 William St JOISTS BEARING ON WOOD WALL JOISTS PARALLEL TO WOOD WALL TYPICAL MULTIPLE LVL MEMBER BEAM CONNECTION (2 PLY) New York, NY 1103$Landscape Architect: N.T.S. N.T.S. N.T.S. Nishiel Patel Design Office 372 Jefferson Ave Brooklyn, NY Civil Engineer: Subsurface Specialists Inc 105 Maxess Road,Suite 124 Melville, NY 11747 T: 631-980-3912 6" V-4" 1'-4" 3 1/2"LONG SIMPSON MULTIPLE MEMBER 3 1/2"LONG SIMPSON SDS SCREWS, 8 TOTAL 2�� LVL BEAM; SEE PLAN SDS SCREWS,4 TOTAL 1 1/2"MIN. EACH SIDE OF ®Q EACH SIDE OF HEADER HEADER �\ _ (2 EACH FACE OF JOIST) (4 EACH FACE OF This document is an instrument of LVL TRIMMER, j Z 0 0 0 LVL HEADER, TRIMMER) SEE PLAN professional service. It is intended for use �� SEE PLAN only as drawn and noted. Contractor shall a verify all dimensions. x g LVL HEADER, LVL HEADER, w SEE PLAN SEE PLAN COw • U) O O 0 • &4 • • 2" • SECTION A-A 2„ EQ. EQ. EQ. EQ. 3 1/2"LONG SIMPSON SDS SCREWS, EACH SIDE 2 SIMPSON, FACE MOUNT HANGER, SIMPSON, FACE TYP. MOUNT HANGER, NOTES: TYP. NOTE: NOTE: 1. USE 1-3/4"x LVL BY ILEVEL BY WEYERHAEUSER. BALANCE OF HEADER CONNECTED WITH (3)ROWS OF 3"LONG 10D NAILS @ 12"O.C. BALANCE OF TRIMMER CONNECTED WITH (3) ROWS OF 3" LONG 10D NAILS @ 12"O.C. 2. MAXIMUM BOLT HOLE SIZE SHALL BE 9/16". BOTH SIDES OF MEMBER BOTH SIDES OF MEMBER 3. BOLTS SHALL NOT BE COUNTER-SUNK. TYPICAL MULTIPLE LVL MEMBER BEAM CONNECTION (3 PLY) _ TYPICAL 2 PLY LVL BEAM TO BEAM CONNECTION TYPICAL 3 PLY LVL BEAM TO BEAM CONNECTION N.T.S. N.T.S. N.T.S. Seal&Signature: !r, No. Description Date Issue for Permit 09/09/2023 TYPICAL DETAILS Proiect: ORIENTATION Greenport House OF CORNER BAAB STUD MAY 1360 9th Street H ROOF TIE, SEE SCHEDULE RIM TIE, SEE SCHEDULED SEE GENERAL ROOF INOTES NG VARY Design Consultant n O RAFTERS, SEE PLAN FOR FOR ADD'L INFORMATION 234 S a LLC SIZE AND SPACING uth Main St#403 _ \ PLYWOOD � Middletown,CT 06457,T:202-236-8036 T.O.WALL `— SEE SHEAR WALL SCHEDULE SHEATHING GYP BOARD AND/OR PLYWOOD FOR NAILING PATTERN 0 SHEATHING SEE SCHEDULE FOR Professional of Record WALL SHEATHING — EL.SEE PLAN/ARCH. 24't0 OILS @ 16d NAILS @ 24"O.C. Aydin,SHEAR WALL TYPE IN LEGEND Ulgur A PE OMITTED FOR CLARITY, SEE BELOW FOR NAILING DOUBLE 2x PLATE, SIZE TO PLYWOGD 16d NAILS @ 24 O.C. KSK Construction Group SEE SHEAR WALL SCHEDULE 136 N 10th St, Brooklyn, NY 11249 MATCH WALL STUDS (TYP.) SHEATHING FOR NAILING PATTERN WALL STUDS, SEE PLAN _._. - FOR SIZE AND SPACING !- WOOD STUD SEE SHEAR WALL SCHEDULE ORIENTATION RIM TIE, SEE SCHEDULE FOR NAILING PATTERN OF CORNER CONT. 2x PLATE, SIZE _\ - - =4�"I'" 'r�.'_... ......t _ . TO MATCH WALL STUDS STUD MAY bigail Abi ail Nitka (TYP.@ EACH FLOOR) LSTA36 AT EACH STUD VARY 16d NAILS @ 24"O.C. PLYWOOD SHEATHING 165 North 10th Street Brooklyn, NY 11211 FLOOR SHEATHING, SEE Structural Engineer: HOLD-DOWN ANCHOR GENERAL NOTES INSIDE CORNER OUTSIDE CORNER T INTERSECTION Silrnan E AT END OF SHEAR WALL FOR ADD'L INFORMATION LENGTH , SEE FASTENER 32 Old Slip, 10th Floor � N SCHEDULE AND SHEAR RIM BOARD OMITTED FOR New York, NY 10005,T: 212-620-7970 WALL END DETAIL il L CLARITY ME? Engineer: T.O.WALL EP Engineering O FLOOR TIE, SEE SCHEDULE EL.SEE PLAN/ARCH. WOOD SHEAR WALL CORNER & 'T' INTERSECTION Ne-PLAN SECTIONS William St New York, NY 11038 PLYWOOD PANEL SEE I I DOUBLE 2x PLATE, SIZE TO OSCHEDULE FOR N.T.S. q I� I MATCH WALL STUDS (TYP.) Landscape Architect: THICKNESS(STAGGER I I Nishiel Patel Design Office JOINTS) I I SIMPSON H2.5A TIE BETWEEN 372 Jefferson Ave EDGE NAILING I I WALL STUDS, SEE PLAN BLOCKING AND TOP PLATE; Brooklyn, NY PER SCHEDULE ( FOR SIZE AND SPACING I I TYPICAL;ALIGN BLOCKING AND STUD AS REQUIRED Civil Engineer: I I WALL END POST-SEE Subsurface Specialists Inc I I FULL DEPTH LVL BLOCKING INTERMEDIATE NAILING HEADER SCHEDULE AND PROVIDE WEB STIFFENERS AT 105 Maxess Road, Suite 124 B PER SCHEDULE I PLAN -PROVIDE EACH SIDE OF SHEAR WALL TJI LOCATIONS;TYPICAL AT EACH Melville, NY 11747 T: 631-980-3912 I I DOUBLE STUD MINIMUM AND AT EACH STUD SIDE OF TJI MEMBER I� I LOCATION; SEE GENERAL —_ _ CONT.2x PLATE, SIZE NOTES. FLOOR SHEATHING TO MATCH WALL STUDS SEE GENERAL NOTES FOR OIST/RAFTER ADD'L INFORMATION EL.SEE PLAN This document is an instrument of professional service. It is intended for use T.O. FDN.WALL a EL.SEE PLAN/ARCH. verify all dimensions ted. Contractor shall CONT.2x PLATE ON FOUNDATION WALL, SIZE TO - p . 4` ` ° a °. ;a ,� MATCH WALL STUDS, SEE " FOUNDATION SECTIONS HOLD DOWN ANCHOR AT EACH END OF WALL SEE FOUNDATION SECTIONS FOR WALLS LONGER THAN 10'-0", ADD TIE DOWNS EVERY 6'-0". D CONTINUOUS(2)-2x TOP PLATE; LOCATE FIRST ANCHOR ELEV TION TO MATCH O 9"MINIMUM/ ENDS MAXIMUM LT WALL BEARING WALL ELEVATION FULL DEPTH BLOCKINGFJRAM NG FLOOR/ROOF REINFORCED CONCRETE FOUNDATION BETWEEN FRAMING IN PLANE SCHEDULE FOR SPACING SEE PLAN FOR SIZE&LOCATION OF WALL; BLOCKING TO MATCH FRAMING DEPTH 2 BOLTS MIN. PER PLATE SHEAR WALL; SEE SHEAR FLOOR FRAMING TO FOUNDATION WALL SCHEDULE WALL OMITTED FOR CLARITY. SIMPSON H6 TIE BETWEEN TOP TYPICAL WOOD SHEAR WALL ELEVATION PLATES AND STUDS;TYPICAL AT EACH STUD WOOD SHEAR WALL ELEVATION TYPICAL SHEAR WALL PARALLEL TO N.T.S. FLOOR/ROOF FRAMING PLYWOOD SHEAR WALL NOTES: 1. STUDS, SILL PLATES AND TOP PLATES AND BLOCKING SHALL BE 2X U.O.N. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. PROVIDE 2X FRAMING AT BOLTED FOUNDATION SILL PLATES, PLYWOOD PANEL EDGE BLOCKING,AND STUDS AT FULL DEPTH BLOCKING AT SHEAR WALL PROVIDE WEB STIFFENERS AT PLYWOOD PANEL EDGES WHERE SHEAR WALL DESIGN SHEAR EXCEEDS 300 PLF. SEE SHEAR WALL SCHEDULE. BETWEEN JOISTS AT EACH STUD LOCATION; TJI LOCATIONS;TYPICAL AT EACH SEE GENERAL NOTES SIDE OF TJI MEMBER 2. ORIENTED STRAND BOARD(OSB)WALL SHEATHING SHALL NOT BE SUBSTITUTED FOR PLYWOOD UNLESS APPROVED BY ENGINEER. T.O.JOIST/RAFTER 3. ALL NAILS SHALL BE COMMON WIRE NAILS,AND SHALL BE LABELED AS ENGINEERED CONSTRUCTION NAILS COMPLYING WITH ASTM F1667. ' ' , ..•... EL.SEEP LAN J 4. ALL BOLT HOLES IN WOOD SHALL BE MAX 1/16"OVERSIZE. PROVIDE PLATE WASHERS AT ANCHOR BOLTS-SEE GENERAL NOTES FOR SIZES. I I I I 5. AT 2X STUDS, PLATES,AND BLOCKING, PROVIDE 3/8"MIN NAIL EDGE DISTANCE. I :: I I 6. AT 3X STUDS, PLATES,AND BLOCKING PROVIDE 1/2"MIN NAIL EDGE DISTANCE-STAGGER NAILS IN 2 LINES ALONG ADJOINING PANEL EDGES. 7. STAGGER SHEAR WALL SILL PLATE ANCHOR BOLTS/NAILS AND PLYWOOD EDGE NAILING. SIMPSON H2.5A TIE BETWEEN EACH `! 8. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS WHERE SHEATHING IS INSTALLED ON BOTH SIDES OF STUDS,AND NAILS SHALL BE STAGGERED. JOIST AND TOP PLATE;TYPICAL; ALIGN FRAMING TJI/LVL FLOOR/ROOF 9. DO NOT NOTCH OR BORE SHEAR WALL END POSTS. DO NOT NOTCH OR BORE SHEAR WALL SILL AND TOP PLATES UNLESS APPROVED BY ENGINEER. AND STUD AS REQUIRED FRAMING 10. HOLDOWN ANCHOR BOLTS SHALL BE TIGHTENED AND INSPECTED PRIOR TO COVERING WALL FRAMING WITH FINISHES.ACCEPTABLE TORQUE IS FINGER TIGHT PLUS 1/2 TURN. DO NOT OVER TIGHTEN. CONTINUOUS (2)-2x TOP PLATE; ELEVATION TO MATCH 11. STRUCTURAL OBSERVATION OF SHEAR WALL CONSTRUCTION IS REQUIRED PER THE GENERAL NOTES. BEARING WALL ELEVATION ° SHEAR WALL; SEE SHEAR WALL SCHEDULE PLYWOOD SHEARWALL SCHEDULE SIMPSON H6 TIE BETWEEN TOP Seal &Si nc� attire: PLATES AND STUDS;TYPICAL AT EACH STUD y O O O O F G H TYPICAL SHEAR WALL PERPENDICULAR TO SW-„ WALL STUDS OR SOLID 1/2 DIA.A307 SIMPSON SIMPSON H1 c, y MIN. STUD PLYWOOD NAILING SIMPSON HOLD DOWNS AT ANCHOR BOLT LTP4 SPACING TIE SPACING FLOOR/ROOF FRAMING MARK LENGTH MIN. SHEATHING POSTS @ENDS OF /R SIZE EDGE/INTERIOR(in.) ENDS OF SHEAR WALLS �. SHEAR WALL SPACING 2" 15/32" PLYWOOD 1 SIDE 10d 6/12 2 2x6 1'4'o/c 16"o/c 16"o/cFLOOR sw 1 SEE PLAN 2x6 1/ ( > ( ) @ ( ) HDU2-SDS2.5 TYPICAL SHEAR WALL TO ROOF FRAMING ,. spa AA. �(�{ N.T.S. SW-2 SEE PLAN 2x6 1/2"(15/32")PLYWOOD(1)SIDE 10d@4/12 (2)2x6 HDU4-SDS2.5 V-4"o/c 16"o/c 16"o/c C No. Description Date SW-3 SEE PLAN 2x6 1/2"(15/32")PLYWOOD(1)SIDE 10d@4/12 (3)2x6 HDU8-SDS2.5 1'-4"o/c 16"o/c 16"o/c Issue for Permit 09/09/2023 SW-4 SEE PLAN 2x6 112"(15/32") PLYWOOD(1)SIDE 10d@3/12 (3)2x6 HDU14-SDS2.5 1'-4"o/c 16"o/c 16"o/c TYPICAL DETAILS S-504, As indicated Proiect: FASTENING OF FLOOR PANELS GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW FILLER AND BACKER BLOCK SIZES ALLOWABLE HOLES - TJI® JOISTS Greenport House 1360 9th Street TJI® (1) RIM BOARD 1-1/2" TJI®JOISTS 110 210 230 OR 360 560 MIN. DISTANCE FROM TABLE A MIN. DISTANCE Greenport, NY 11944 NAIL SIZE 110,210, 360 AND 1-1/4" TIMBERSTRAND MICROLLA PARALLAM® FROM TABLE B 1-1/2" HOLE MAY BE " 9-1/2"OR 14" 9-1/2"OR 14" 18" 14" 18" ❑ ILEVEL® 9-1/2 OR AND 230 56C� TIMBERSTRAN ®LSL OR WIDER M® PSL DEPTH 14" 11-7/8" CUT ANYWHERE IN '�-- Design Consultant: 1-1/8" 11-7/8 11-7/8 OR 16 11-7/8 OR 16 OR 20 �OR 16 OR 20 DO NOT CUT HOLES D®LSL LVL NO FIELD CUT LARGER THAN 1-1/2" IN WEB OUT-SIDE OF BARB, LLC -- FILLER BLOCK(1) 2x6+3/8" 2x8+3/8" 2x6+ 1/2" 2x8+ 1/2" 2x12+ 1/2" TWO TWO TWO HOLES IN HATCHED ZONE 4" 3" 6" 4" 3" 3" 3„ 2X6 2X8 CANTILEVER 234 South Main St#403 8d(0.131 x 2-1/2') (DETAIL H2) SHEATHING SHEATHING HEATHINGSHEATHINGSREATHING 2X6 2X8 2X12 HATCHED DO NOT 10d(0.148"x 3"), 12d (0.148"x 3-1/4") 4" 4" 6" 4" 4" 4" 4" ZONES Middletown, CT 06457 T: 202-236-8036 CANTILEVER 2X6 2X10 2x6+ 3/8" 2x10+3/8" 2x6+ 1/2" 2x10+ 1/2" NOT NOT �//MTW Li O ° °°° 0 jd_ CUT OR NOTCH FLANGE. 16d (0.162"x 3-1/2") _ 6" 6" 16" 6"(2) 6"(2) 8" 6 FILLER 4'-0" 6'-0" SHEATHING SHEATHING SHEATHING SHEATHING APPLICABLE APPLICABLE 6' � Professional of Record (DETAIL E4) LONG LONG 4'-0"LONG 6'-0"LONG 4'-0"LONG 6'-0"LONG Ulgur Aydin, PE (1)ONE ROW OF FASTENERS PERMITTED(TWO AT ABUTTING PANEL EDGES) FOR DIAPHRAGMS. STAGGER NAILS WHEN USING 4"ON- BACKER BLOCK 1 6" L1 2 x D1 D �1_2j_2 x L2 D2 6�' � KSK Construction Group CENTER SPACING AND MAINTAIN 318 JOIST AND PANEL EDGE DISTANCE. FOR OTHER APPLICATIONS, MULTIPLE ROWS OF FASTENERS ( ) 5/8"OR 3/4" 3/4"OR 7/8" 1" NET 2X6 2X8 2X12 MINIMUM 1 MINIMUM 136 N 10th St, Brooklyn, NY 11249 ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST 1/2"AND STAGGERED. (DETAIL F1 OR H2) (APPLIES TO ALL HOLES � (2)CAN BE REDUCED TO 4"ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 1-3/8"(TO AVOID SPLITTING). (1) IF NECESSARY, INCREASE FILLER AND BACKER BLOCK HEIGHT FOR FACE MOUNT HANGERS AND MAINTAIN 1/8" EXCEPT KNOCKOUTS) CLOSELY GROUPED ROUND HOLES ARE 1 PERMITTED IF THE GROUP PERIMETER • RECOMMENDED NAILING IS 12"ON-CENTER IN FIELD AND 6"ON-CENTER ALONG PANEL EDGE. FASTENING REQUIREMENTS ON GAP AT TOP OF JOIST; SEE DETAIL W. FILLER AND BACKER BLOCK LENGTHS SHOULD ACCOMODATE REQUIRED MEETS REQUIREMENTS FOR ROUND OR ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED ABOVE. MAILING WITHOUT SPLITTING (12"MINIMUM FOR BACKER BLOCKS AND 24" MINIMUM FOR FILLER BLOCKS). SQUARE HOLES. DO NOT TABLE A - END SUPPORT CUT HOLES IN CANTILEVER • 14 GA. STAPLES MAY BE SUBSTITUTED FOR 8D(0J 13"x 2-1/2")NAILS IF MINIMUM PENETRATION OF 1" INTO THE TJI®JOIST OR RIM MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT REINFORCEMENT. weer: BOARD IS ACHIEVED. JOISTS MUST BE LATERALLY SUPPORTED AT Abigail NEtka • ILEVEL®RECOMMENDS USING A NON-POLYURETHANE SUBFLOOR ADHESIVE ON ALL CONTACT POINTS BETWEEN PANELS AND CANTILEVER AND END BEARINGS BY BLOCKING JOIST DEPTH TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 165 North 10th Street FLOOR FRAMING. PANELS, HANGERS, OR DIRECT ATTACHMENT TO 2" 3" 4" 5" 6-1/2' 7" 8-7/8' 11" 13" 2" 3" 4" 5" 6-1/2" 7" 8-7/8" 11" 13" Brooklyn, NY 11211 • MAXIMUM SPACING OF NAILS IS 18"ON-CENTER FOR TJI®JOISTS. A RIM BOARD OR RIM JOIST. • NAILING ROWS MUST BE OFFSET AT LEAST 1/2"AND STAGGERED. 110 V-0" V-6" 2'-0" 2'-6" 5'-0" V-0" V-6" 2'-6" 3'-6" 4'-6" - Structure! Engineer: 9-1/2" 210 V-0" V-6" 2'-0" T-0" 5'-0" 1'-0" 2,-0" 2,-6" 4-4- 5'-0" 230 V-0" 2'-0" 2'-6" T-6" 5'-6" 1'-0" 2'-0" 3'-0" 4'-6" 5'-0" Selman --- 32 Old Slip, 10th Floor 360 V-6" 2'-0" 3'-0" 4'-0" 6'4" 1'-6" 2'-6" 3'-6" 5'-0" 5'-6" New York, NY 10005,T: 212-620-7970 E1 110 V-0" V-0" V-0" V-0" 2'-6" 2'-6" 5'-0" 1'-0" 1'-0" V-6" 2'-6" 4'-6" 4'-6" 6'-0" SAFETY BRACING (1 x4 MINIMUM)AT 8' 210 V-0" V-0" 1'-0" V-6" 2'-6" 3'-0" 5'-6" V-0" 1'-0" 2'-0" X-0" 5'-0" 5'-6" 6-6" ON-CENTER 6'ON-CENTER FOR TJI® MEP Engineer: ( 11-7/8' 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-0" 1'-0" 1'-0" 2'-0" 3'-0" 5'-6" 5'-6" 7'-0" 110 JOISTS)AND EXTENDED TO A / EP Engineering 360 1'-0" 1'-0" 1'-6" 2'-6" 4'-6" 5'-0" 7'-0" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" 6'-6" 7'-6" 110 William St -- BRACED END WALL. FASTEN AT EACH 560 1'-0" 1'-0" 1'-6" 3'-0" 5'-0" 5'-6" 8'-0" 1'-0" 2'-0" 3'-6" 5'-0" 7'-0" 7'-6" 8'-0" New York, NY 11038 - JOIST WITH / -- - 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" V-0" 1'-0" 1'-0" 1'-6" T-6" 4'-U" 6'-0" 8'-0" TWO 8D (0.113"X 2-1/2")NAILS 210 1 -0 1 0 1 0 1 0 1 0 1 6 13-4- 6 0 1 0 1 0 1 0 2'-0 4 0 4 6 6 6 8'-6' _ Landscape Architect: MINIMUM 14" 230 1'4' V-0" 1'-0" 1'-0" V-6" 2'-0" X-6" 6'-6" V-0" V-0" V-0" 2'-0" 4'-0" 5'-0" 7'-0" 9'-0" Nishiel Patel Design Office H2 (SEE WARNING). — _.- _-_- 360 1'41 1'-0" 1'-0" 1'-0" 2'-6" X-0" 5'-6" 8'-0" 1'-0" V-0" 1'-0" 2'-6" 5'-6" 6-6" 8'-0" 9'-6" 372 Jefferson Ave Al \ „ „ „ „ „ „ „ „ „ „ RIM BOARD JOINT 560 1 -0 1 -0 1 -0 1-0 2'-6" 3-0 6-0 9-0 1 -0' 1 -0 1-6 3'-6" 6-6 7-0' 9-0 0-0„ Brooklyn, NY DO NOT BEVEL CUT JOIST E2 BETWEEN JOISTS 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" V-6" T-6" 6'-0" V-0" V-0" V-0" V-0" 2'-6" 3'-6" 6-6" 8'4" 0'-6" BEYOND INSIDE FACE OF WALL. 230 V-0" V-0" V-0" 1'-0" 2'1'-0" 1'-0" -0" 4'-0" 6'-6" V-0" 1'-0" 1'-0" V-0" X-0" 3'-6" 7'-0" 9'-0" V-0" Civil En ig neer: A3 16„DO NOT OVERHANG SEAT 360 V-0" 1'-0" 1'-o" 1'-0" 1'-0" 1'-0' 3'-0" 6'-0" 9-4- V-0" V-0" V-0" V-0" 4-4- 5'-0" 9'-0" 0'-0" V-6" Subsurface Specialists Inc • � • -- • .° • CUTS ON BEAMS BEYOND 560 V-0" 1'-0" V-0" V-0" V-0" V-0" 3'-0" 6'-6" 10'-0" V-0" 1'-0" V-0" V-6" -0 5' " 6-0" 0'-0" 1'-0" 2'-0" 105 Maxess Road,Suite 124 THE INSIDE FACE OF 4" 5" 6" 7" 1 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" Melville, NY 11747 T: 631-980-3912 ° SUPPORT MEMBER. 1'360 1'-0" 1'-0 18" " -0" 1'-0" 1'-0" 2'-0" 5-4- 10'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-0" 10'-0" 11'-0" 13'-6" 560 1'-01, 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 5'-0" 1 V-0" V-0" 1'-0" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" V-0" 2'-0" 7-4- 10'-6" 1'-0" 1'-0" V-0" V-0" 2'-6" 8-4- 11'-6" 14'-0" 15'-6" CS 20" 560 1'-0" 1'-0" 1'-0" 1'-0" V-0" V-0" 1'-0" 7'-0" 1 V-0" 1'-0" 1'-0" V-0" V-0" 4'-0" 9'-6" 12'-6' 14'-6" 15'-6" TJI®RIM JOIST • This document is an instrument of 1-1/4"TIMBERSTRAND@ LSL OR TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT professional service. It is intended for use L3j [LEVEL@ 1-1/8" RIM BOARD. MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT only as drawn and noted.Contractor shall A2 verify all dimensions. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH „ „ ' 2" 3" 4" 5" 6-1/2" 7" 8-7/ 11 13„ 2„ 3' 4„ 5„ 6-1/2" 7„ 8-7/ " 11" 13" B 1 110 V-6" 2'-6" X-0" 4'-0" 7'-6" V-6„ 2,-6„ X-6„ 5,-6„ 6,-6„ H 1 1'- 10 3/4" 210 2'-0" 2'-6" 3'-6" 4'-6" 7'-6" _ 2'-0" X-0" 4'-0" 6'-0" 7'-0" 9-1/2" 230 2'-6" 3'-0" 4'-0" 5'-0" 8'4- 2'-6" 3'-0" 4'-6" 6-6" 7'-6" 360 3'41 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" 110 V-0" V-0" V-6" 2'-6' 4'-0" 4'-0" 8'-0" 1'-0" 1'-6" 2'-6" 4'-0" 6'-6" 7'-0" 9'-0" V-0" 2'-0" X-0" 4'-6" T-6" 8'-0" 10'-0" B3] 11-7/8' 230 1'-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 9'-6" 1'-0" 2'-6" 3'-6' 5'-0" 8'-0" 8'-6" 10'-0" 360 2'-0" 3'-0" 4'-0" 5'-6" 7'4- 7'-6" 11'-0" 2'-0" T-6" - - 7'-0" 9'-6" 9'-6" 560 V-6" 3'4" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" T-0" 4'-6" 6'-0" 8'-0" 10'-6" 110 1'-0" V-0" 1'-0" V-0" 2'4" 2'-6" 4'-6" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'4" 6'-0" 9'-0" 12'-0" P 210 V-0" V-0" 1'-0" V-0" 2'-6" 3'-0" 5'-0" 9'-0" 1'-0" V-0" T-0" T-6" 6'-0" 7'-0" 10'-0" 12'-6" B4 USE B1 OR B2 AT 14" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 5'-6" 10'-0" 1'-0" 1'-0"I 2'-6" 4'-0" 6'-0" 7'-6" 10'-6" 13'-0" INTERMEDIATE BEARINGS 360 -1'-0" 1'-0" 2'-0" 3'-6" 5'-6" 6-0" 8'-6" 12'-6" V-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12-4- 14'-0" WITH LOAD BEARING OR 560 V-0" V-0" V-6" 3'-6" 5'-6" 6-6" 9'-6" 13'-6" V-0" 3'-0" 5'-0" 7'4- 10'-0" 11'-0" 13'-6" 15'-0" 210 V-0" 1'-0" 1'-0" V-0" V-0" V-0" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0" V-0" 2'-0" 4'-6" 5'-6" 9'-6" 12'-6" 15'-6" SHEAR WALL FROM ABOVE ;, - -„ - - END OF JOISTS 16„ 230 1 -0 1 -0 1-0" 1 -0" 1-6 2-0 4'-0 6-6" 10'-6" 1-0 1-0" 1-0" 2'-6" 5-0„ -6_0" 10'-6" 13'-0„ 16-0„ AT CENTERLINE 360 1'-0" 1'-0" 1'-0" 1'-o" 3'-0" 4'-0" 6'-6" 10'-0" 13'-6" V-0" V-0" 2-4- 4-4- 7'-6" 8'-6" 13'-0" 14'-6" 1T-0" OF SUPPORT BRACED EMD WALL- 560 V-0"i 1'-0" 1'-0" 1'4' 2'-6" X-6" 7'-0" 1 V-0" 15'-0" 1'-0" V-0" T-6" 5'-6" 9'4" 10'-0" 14'-6" 16'-0" 18'-0" _ SEE NOTE 3 UNDER WARNING 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" 18" 360 V-0" V-0" 1'4' V-6" 3-4- 6'-0" 9'-0" 15'-0" V-0" V-6" 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'-6" �H1 560 V-0" V-0" V-0" V-0" 2'-0" 6'-0" 10'-0" 16'-6" V-0" X-6" 6'4- 8'-6" 11'-6" 16'-6" 18'-0" 20'4" ° , , „ , „ , , „ , , , , „ , , , ,1 , ,1 , „ - , , „ , „ „ , „ , „ 0 20„ 360 V-0' 1-0 1 -0 1-0" 1-0 3-0" 6-0' 11 -0 15-6' 1 -0 1 -0 1-6 4-0' 7'-0 12-6 16-6 19-0 1-0 ® 560 1--0" 1'-0" 1'-0" 1'-0" V-0" V-6" 5'-6" 12'-0" 16'-0" V-0" 1'-0" 3'-0" 6'-0" 8'-6" 14'4" 17'-6' 19'-6" 0'-6" 10 O ® RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. O HOLES MAY BE LOCATED VERTICLLYANYWHRE WITHIN THE WEB. LEAVE 1/8"OF WEB(MINIMUM)AT TOP AND BOTTOM OF O ° L4 DO NOT USE SAWN KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. O LAI EXTERIOR DECK LUMBER FOR RIM BOARD FOR SIMPLE SPAN 5'MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM SIZE O ATTACHMENT OR BLOCKING,AS IT MAY ( ) SHRINK AFTER ROUND HOLE MAYBE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. STRUCTURAL INSTALLATION. USE ONLY DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES. FOR OTHER LOAD O SHEATHING ENGINEERED LUMBER. CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL®REPRESENTATIVE. PROTECT UNTREATED ° ° ALLOWABLE HOLES - HEADERS AND BEAMS WOOD TJI@) JOIST NAILING REQUIREMENTS AT BEARING 1.55E TIMBERSTRANDO LSL HEADERS AND BEAMS FROM DIRECT CONTACT ° WITH CONCRETE O 2 X DIAMETER OF THE SEE ALLOWABLE HOLES TJI® JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI®JOIST LARGEST HOLE (MINIMUM) 1-1/2"KNOCKOUTS AT O H3 1-1/4"TIMBERSTRAN (LOAD BEARING WALL ABOVE) 1/3 DEPTH ALLOWED HOLE ZONE - D® APPROXIMATELY 12" LSL OR ILEVEL® ONE 10D 0 128"X 3" HEADER OR MAXIMUM ON-CENTER 1-1/8" RIM BOARD. --- - NAIL INTO EACH 0 � � BEAM ROUND FLANGE ° DEPTH HOLE SIZE BEARING PLATE TO BE Seal &Signature: FLUSH WITH INSIDE FACE -11-1/4"- 11 -7/8" 3-5/8" - - OF WALL OR BEAM R SEE ILLUSTRATION P,Q 0: RIM TO TJI@ JOIST ONE 8D (0.113"x 2-1/2") FOR ALLOWED HOLE ��'� ��,`�Z p�°g;� /r 1-3/4" MINIMUM BEARING ALSO SEE DETAIL B2 ZONE �yo 1-1/4 TIMBERSTRAND® LSL NAIL EACH SIDE. DRIVE GENERAL NOTES: " < R 3-1/2"WIDE TJI® AT END SUPPORT 3-1/2" OR ILEVEL@ 1-1/8 RIM 11 RIM JOIST:TOE NAILS AT AN ANGLE AT BOARD OR 1-3/4"WIDE TJI® LEAST 1-1/2"FROM END. MINIMUM AT ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM AND/OR CONCENTRATED INTERMEDIATE SUPPORT NAIL WITH 10D RIM JOIST: ONE 10D (0.128 x LOADS. (0.128"X 3") 3-1/2"WIDE TJI® 4- t'' 3")NAIL INTO EACH FLANGE SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO ROUND HOLES ONLY `'r Oy, NAILS, ONE FLOOR JOIST NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. 2-11'16"--2-5/16"WIDE TJI® EACH SIDE OF FLOOR PANEL NAILING SCHEDULE rbr 069 TJI® JOIST 'Qf4 ��11 RIM JOIST: ONE 16D (0.135 x OTHER ILEVELO TRUS JOIST@ HEADERS AND BEAMS � sss� ' 3-1)'2")NAIL INTO EACH 3-1/2"WIDE TJI RIM INSTALLATION TIPS �_.�� -----:;':."" FLANGE JOIST SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, MICROLLAM@ LVL AND DO NOT CUT, NOTCH OR No. Description Date 1-3/4"MINIMUM TOP VIEW BUT MAY NOT BE REQUIRED. PARALLAM® PSL HOLE ZONE 2 X DIAMETER OF THE DRILL HOLES IN HEADERS OR BEARING LOCATE RIM BOARD JOINT BETWEEN JOISTS. LARGEST HOLE(MINIMUM)MINIMUM BEAMS EXCEPT AS INDICATED Issue for Permit 09J09J2023 -- SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED 1.3E TIMBERSTRAND 1/3 DEPTH IN ILLUSTRATIONS AND TABLES. • BEAM ATTACHMENT AT BEARING VERTICAL LOADS(DETAILS B1 AND 62). PACKING OUT THE @ LSL HOLE ZONE WEB OF A TJI JOIST(WITH WEB STIFFENERS) IS NOT A In T11.25;ONE 10D SUBSTITUTE FOR SQUASH BLOCKS OR BLOCKING PANELS. ADDITIONAL d o @ HEADER OR MAXIMUM (0.128"X 3")NAIL 1-1/4"TIMBERSTRAND® LSL SHIFTE 71 EACH SIDE OF OR ILEVEL® 1-1/8" RIM BOARD. WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING D JOIST JOIST o 0 o BEAM ROUND PARALLEL PARTITIONS, SPACE JOISTS APART THE WIDTH OF DEPTH HOLE SIZE MEMBER AT PLUMBING DROP THE WALL FOR PLUMBING OR HVAC. MICROLLAM®LVL 4-3/8" 1" BEARING, 1-1/2" GENERAL NOTES: AND PARALLAMO PSL MINIMUM FROM END ADDITIONAL JOIST AT PLUMBING DROP(SEE DETAIL). ALLOWED HOLE ZONE 5-1/2" 1-3/4" SEE FRAMING PLAN (IF APPLICABLE) ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS - 7-1/4" DRIVE NAILS ATAN OR ILEVEL FRAMER'S POCKET WITH UNIFORM LOADS ONLY. MIDDLE 1/3 SPAN SEE ILLUSTRATION ANGLE TO MINIMIZE GUIDE FOR MINIMUM END AND ROUND HOLES ONLY. d 1.3E TIMBERSTRAND®LSL ALLOWED HOLE d FOR ALLOWED HOLE SPLITTING OF INTERMEDIATE BEARING LENGTHS. NO HOLES IN CANTILEVERS. ZONE PLATE NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. ZONE TYPICAL DETAILS 1/2"= 1"-0" BOUNDARY NAILING-8D(0.131"X 2-1i2")AT WHEN SHEATHING THICKNESS EXCEEDS 7/8", 2X STUD WALL INTERMEDIATE 4"ON-CENTER* ....Pro ec .._L TRIM SHEATHING TONGUE AT RIM BOARD AT BEARING _t: JOIST DETAILS PLATE NAIL PLATE NAIL- 16D(0.135"X 3 AT 16"ON- 16"ON-CENTER WHEN SHEATHING THICKNESS EXCEEDS 7/8",TRIM NO LOAD BEARING Greenport House SHEATHING TONGUE AT RIM BOARD WALL ABOVE LOAD FROM 1360 9th Street CENTER* LOAD BEARING OR SHEAR WALL WEB STIFFENERS ABOVE Greenport, NY 11944 FLOOR NAIL-8D PLATE NAIL- 16D 0.135"X 3-1/2" AT 12" ABOVE MUST STACK OVER WALL REQUIRED EACH BLOCKING PANELS PLATE NAIL 1/2")AT 6"ONI=CENTER*(0.131"X 2 ON-CENTER ( ) BELOW( MAY WITH BE WALLSSIDE Design Consultant: • FLOOR PANEL NAIL-8D (0.131"X AT 133W ABOVE OR BELOW BAAB, LLC BLOCKING PANEL BLOCKING PANEL (SEE DETAIL L 1/16" 234 South Main St#443 • 2-1/2"AT 6"ON-CENTER • 1-1/4"TIMBERSTRAND — Middletown, CT 06457,T:202-236-8036 LSL OR O ILEVEL 1-1/8" • 2X4 MINIMUM RIM BOARD SQUASH BLOCKS Professional of Record 1-1/4"TIMBERSTRAND LSL LlIgur KSK Constructiondn, PIE Group TOE NAIL TOE NAIL _ „ „ OR O ILEVEL 1-1/8" RIM TOE NAIL 10D (0.128 X 3 ) p AT 6" 12„ BOARD ^ 136 N 10th St, Brooklyn, NY 11249 TJI O RIM ON-CENTER* MIN. TOE NAIL- 10D 0.128"X 3" AT 6" B1 B1 W 1/16" 2X4 MINIMUM ( ) � SQUASH JOIST ON-CENTER BLOCKS A3 A3.1 WEB STIFFENERS A3.2 A3.3 *CONVENTIONAL CONSTRUCTION CODE MINIMUM FOR REQUIRED EACH USE 2X4 MINIMUM SQUASH BLOCKS USE WITH A3 ONLY. SEE ILEVEL FRAMER'S POCKET GUIDE FOR A3.1 -A3.3 INSTALL PROPER BLOCKING TO SUPPORT ALL SIDE ^ TO Owner: Al ATTACH BLOCKING PER A3 DETAIL. O MINIMUM JOIST MUST HAVE 1-3/4" BEARING AT INSTALLATION SPECIFICATIONS. PANEL EDGES AT B1W AND 82W B3 133W [CS) TRANSFER LOAD AROUND TJI O Abigail Nitka ENDS.ATTACH RIM JOIST PER A3 DETAIL. v JOIST 165 North 10th Street � *SEE ILEVEL FRAMER'S POCKET GUIDE FOR ADDITIONAL INSTALATION Brooklyn, NY 11211 A3.4 SPECIFICATIONS. B2 B2W Structural Engineer: 1-1/4"TIMBERSTRANDO LSL OR ILEVELO Silman - 8" DIAMETER MAXIMUM HOLE FOR 11-7/8"- 1-1/8"RIM BOARD.NAIL TO BLOCKING WITH 32 Old Slip, 10th Floor WEB 16"DEEP BLOCKING PANELS; 6"DIAMETER 4'-0"LENGTH OF 3/4" 8" DIAMETER MAXIMUM HOLE FOR CONNECTIONS EQUIVALENT New York, NY 10005,T: 212-620-7970 STIFFENERS MAXIMUM FOR BLOCKING PANELS 9-1/2" REINFORCEMENT ON ONE 11-7/8"-- 16" DEEP BLOCKING PANELS; 6,, 6'-0"LENGTH OF TJI@) TO FLOOR PANEL SCHEDULE. 8" DIAMETER MAXIMUM HOLE FOR 11-7/8"-- 16" MEP En ineer REQUIRED DEEP OR SHORTER THAN 12"LONG. SIDE AT E2, BOTH SIDES AT E3 DIAMETER MAXIMUM FOR BLOCKING JOIST REINFORCEMENT ATTACH REINFORCEMENT TO MEP E_...9-...__�: DEEP BLOCKING PANELS; 6"DIAMETER BOTH DO NOT CUT FLANGES. PANELS 9-1/2"DEEP OR SHORTER THAN AND FILLER BLOCK. USE 1-1/4" JOIST WITH ONE 8D (0.131"x 2-1/2") EP Engineering SIDES AT MAXIMUM FOR BLOCKING PANELS 9-1/2 DEEP 12"LONG. 4'-0"LENGTH WITH 9-1/2" TIMBERSTRANDO LSL NAIL AT EACH CORNER 110 William St E1W DO NOT CUT FLANGES. AND 11-7/8" TJI JOISTS. OR SHORTER THAN S.LONG. OR ILEVEL 1-1/8"RIM New York, NY 11038 DO NOT CUT FLANGES. BOARD.@ HORIZONTAL BLOCKING PANELS 1-1/4" ATTACH REINFORCEMENT TO BETWEEN EACH JOIST. NAIL TO Landscape Architect: TIMBERSTRANDO LSL 1-1/4" JOIST WITH ONE 8D (0.131"x TOP PLATE WITH CONNECTIONS Nishiel Pate! Design Office OR ILEVEL 1-1/8"RIM TIMBERSTRAND® LSL_ 2-1/2")NAIL AT EACH CORNER. EQUIVALENT TO FLOOR PANEL 372 Jefferson Ave BOARD.@ OR ILEVEL 1-1/8" RIM vIcNT-0 JOIST \ / BOARD.@)1 s Nuvvo -10D (0.148"x 3") 12"LENGTH OF 3/4" SCHEDULE. Brooklyn, NY NAILO H 1 6"ON-CENTER, CLINCHED. REINFORCEMENT ON ONE USE 2 ROWS WITH 9-1/2"AND 11-7/8" SIDE AT E5, BOTH SIDES AT • Civil Engineer: 1 -1/4"TIMBERSTRAND®LSL ATTACH REINFORCEMENT TJI@) JOISTS. FULL DEPTH VERTICAL E6 12"LENGTH OF 3/4" Subsurface Specialists Inc OR ILEVEL 1 -1/8"RIM TO JOIST WITH 8D(0.131"X � BLOCKING BETWEEN 105 axes Road Suite 124 CENTER.WHEN BOARD.®CLOSURE,TYPICAL 2 NAILS AT 6"ON- EACH JOIST SIDE AT E5REINFORCEMENT ON ONE BOTH SIDES AT Melville, NY 11747 T: 631-980-3912 � �� E6 E1 E I W E2 E3 /`L� 00 REINFORCING BOTH SIDES, �2� v� v v HORIZOFACE NTAL } \� STAGGER NAILS. �p�\� LESS THAN 5" LESS THAN 5" E4 NOT FOR USE WITH 3-1/2"TJI@ JOISTS FLANGE WIDTHS E5 E6 This document is an instrument of E�71 E8 professional service. It is intended for use only as drawn and noted. Contractor shall EXTERIOR DECK ATTACHMENT verify all dimensions. STRUCTURAL FLASHING EXTERIOR SHEATHING / BLOCKING PANEL HANGER HEIGHT MUST BE A MINIMUM OF 60% OF JOIST BACKER BLOCK: INSTALL TIGHT TO NAIL THROUGH 2X_CANTILEVER,WOOD DEPTH FILLER BLOCK:ATTACH WITH TEN 10D TOP FLANGE (TIGHT TO BOTTOM BACKER AND TJI@)JOIST WEB WITH 2 (0.128"x 3")NAILS, CLINCHED. USE TEN FLANGE WITH FACE MOUNT FLUSH BEARING PLATE TREATED 2X ROWS 10D(0.148"x 3")NAILS AT 6" 16D(0.135"X 3-1/2")BOX NAILS FROM HANGERS).ATTACH'JVITH TEN 10D REQUIRED. MAXIMUM 1/4" LEDGER (0.128"x 3") NAILS, CLINCHED OVERHANG PERMITTED AT ON-CENTER, CLINCHED. USE 16D(0.135"x EACH SIDE WITH 3-1/2"TJI@ JOIST WHEN POSSIBLE. BEAM. 3-1/2") NAILS WITH 3-1/2"TJI@ JOIST FLANGE WIDTHS. USE FIFTEEN NAILS 1-1/4"TIMBERSTRANDO LSL FLANGE WIDTHS. WITH TJI@ JOIST DEPTHS GREATER SEE FASTENER TABLE BELOW. OR ILEVEL@) 1-1/8" RIM THAN 16". MAINTAIN 2" DISTANCE • BOARD. BACKER BLOCK (MINIMUM)FROM EDGE OF BOTH SIDES OF LEDGER TO FASTENER. TOP WEB WITH SINGLE WOOD I �A" �� F1 APPLIES FLANGE TJI@ JOIST. I/ \� �� TO UNIFORMLY HANGER LOADED FACE ALLOWABLE LOAD/FACTORED RESISTANCE BACKER (LBS) FASTENER 1-1/4"TIMBERSTRAND®J�� C,P \F JOISTS ONLY. MOUNT LSL RIM BOARD ILEVEL® 1-1/8"RIM BOARD >\'�1 �\\-�� l� O50 HANGER _ \,OP WEB STIFFENERS �H3 3/8"LAG BOLT 400/630 N.A./N.A. \- H1 REQUIRED IF SIDES OF H2 WITH TOP FLANGE HANGERS, BACKER BLOCK REQUIRED 1/2"LAG BOLT 475/750 400/575 F1 HANGER DO NOT ONLY FOR DOWNWARD LOADS EXCEEDING 250 LBS OR LITERALLY SUPPORT AT FOR UPLIFT CONDITIONS. (1)THIS FACTORED RESISTANCE IS WITH A 3/8"GAP BETWEEN THE RIM BOARD AND DECK LEDGER LEAST 3/8"OF TJI@ JOIST •ALLOWABLE LOAD DETERMINED IN ACCORDANCE WITH AC 124. TOP FLANGE. •CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE APPLICATIONS. APPLY SUBFLOOR ADHESIVE TO OPTION#1: WEB STIFFENER ATTACHMENT BEAM AND COLUMN DETAILS BEARING AT CONCRETE WALL ALL CONTACT SURFACES TJI@)JOIST BLOCKING WITH END BEARING AT WALL BEARING FOR DOOR OR WINDOW HEADER BEAM TO BEAM CONNECTION BLOCKS INSTALLED AT 1/3 JOIST-SPAN ��/ GAP: 1/8 MINIMUM LOCATIONS USING TWO 8D(0.113"x 1' 2-3/4"MAXIMUM 1-1/4" 2-1/2")NAILS OR 2-1/2"SCREWS, TIMBERSTRANDO STRAP PER Qpr\ TYPICAL. 1-1/2" LSL OR ILEVEL@) CODE IF TOP FOR 5 THREE 8D(0.113"x 2-1/2") NAILS OARD PLATE IS NOT ,\`g�O\S��P'I 560J OISOT CLINCHED.THREE 16D 3-1/2")NAILS AT 3 1/2"TJI 1JOIST OR/BLOC RIMBCONTINUOUS NG FOR OVER HEADER FLANGE WIDTHS. LATERAL SUPPORT 1" —� WEB STIFFENER EACH SIDE. SEE / OPTION#2: SIZES BELOW. 2X_ STRAPPING INSTALLED AT 1/3 JOIST-SPAN W� TOP LOCATIONS USING TWO 2-1/2 SCREWS PER TIGHT FIT FLANGE JOIST,TYPICAL. HANGER PROTECT OPTION#3: COLUMN — FACE UNTREATED WOOD W WEB STIFFENER SIZE W WEB STIFFENER SIZE L1 L2 MOUNT FROM DIRECT DIRECTLYAPPLIED CEILING MULTIPLE MEMBER CONNECTIONS FOR TOP-LOADED BEAMS (1) HANGER CONTACT WITH CONCRETE PB1 WHEN SPECIFIED ON THE LAYOUT,ONE OF THE ABOVE BRACING 1-3/4" 5/8"x 2-5/16" MINIMUM 2-5/16" 7/8"x 2-5/16" MINIMUM „-_WIDE PIECES: L3 SEE CURRENT ILEVEL@ LITERATURE FOR L4 Seal Sinnatur OPTIONS IS REQUIRED e:1 MI FRAMING CONNECTORS v W • MINIMUM OF 3 ROWS 10D (0.128"x 3")NAILS AT 12"O.C. 2-1/16" 3/4"x 2-5/16" 3-1/2" 2x4 MINIMUM OF 4 ROWS 10D(0.12811 v x 3 )NAILS AT 12 O.C. FOR 14 , OF 11141 '- ��, 1.: MINIMUM AND DEEPER BEAMS \�.. 2F,A03 CNN, �,�., r>. • IF USING 12D-16D(0.148"-0.162" DIAMETER)NAILS,THE NUMBER OF NAILING ROWS MAY BE REDUCED BY ONE. _ <; 3-1/2 WIDE PIECES: L M1 • MINIMUM OF 2 ROWS 1/2"BOLTS AT 24"O.C. STAGGERED. P c�(1)LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE BEAM 4�;© WIDTH.OTHERWISE, USE CONNECTIONS FOR SIDE-LOADED BEAMS. BEAM ON COLUMN BASE ELEVATED COLUMN CAP COLUMN BASE No. Description Date BEARING AT COLUMN p OPTIONAL Issue for Permit 09/09/2023 NOW SHRINK GROUT VERIFY COLUMN CAPACITY AND BEAM P1) BEARING LENGTH. ADDITIONAL NAILING OR BOLTING MAYBE REQUIRED P2 (P3� L5 L5 WITH SIDE-LOADED MULTIPLE-MEMBER BEAMS. U SEE CURRENT PRODUCT LITERATURE. REFER TO CURRENT ILEVEL@) LITERATURE. TYPICAL DETAILS 1/2"= 1'-0" GENERAL NOTES LINETYPES SLOPE OF DRAINAGE PIPE RISER TAGS ABBREVIATIONS SYMBOL LEGEND ❑❑❑ ❑❑❑ PRE-BID 23 SYSTEMS TOMINE UVERIFY ACTUAL LOCATIONS OF PIPING CONNECTIONS BPPRIOR - - DOMESTIC COLD WATER SIZE MINIMUM SLOPE AD AREA DRAIN AQUASTAT ❑ ❑ ❑OF ❑❑ ❑ ❑ S 1. BEFORE SUBMITTING A BID, CONTRACTOR SHALL FAMILIARIZE THEMSELVES TO INSTALLING FIXTURES. CORRECT ANY INCORRECT LOCATION OF PIPING, " " SYMBOL TYPE ❑❑ WITH THE CONSTRUCTION DOCUMENTS & CONDUCT AN ON-SITE AND OTHER UNSATISFACTORY CONDITIONS FOR INSTALLATION OF PLUMBING -- DOMESTIC HOT WATER 2-1/2- OR LESS Ya PER FOOT ARCH ARCHITECTURAL ARROW ❑ INSPECTION TO VERIFY EXISTING CONDITIONS. ANY FORESEEABLE FIXTURES. DO NOT PROCEED WITH WORK UNTIL UNSATISFACTORY ❑❑❑ ❑ CONSTRUCTION ISSUES OR MAJOR DISCREPANCIES FROM THE CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE ___ DOMESTIC HOT WATER RETURN 3"-6" Ya" PER FOOT AFF ABOVE FINISHED FLOOR 161 BALANCING VALVE ASSEMBLY CONSTRUCTION DOCUMENTS SHALL BE REPORTED TO THE ENGINEER PRIOR ENGINEER. ALL ROUGH-IN TO PLUMBING FIXTURES SHALL CONFORM TO rX WATER/WASTE HUNKER O u�I TO THE SUBMISSION OF THE BID. FIXTURE MANUFACTURER PUBLISHED ROUGH-IN DIMENSIONS, AND SANITARY/STORM/GAS 8" OR LARGER Ys" PER FOOT Y BLDG BUILDING S BREAK REQUIREMENTS. EP BUILDS. EP KNOWS. EP CARES. 2. CONTRACTOR'S PRICE SHALL INCLUDE ALL HANGERS, INSERTS, TESTING, - _ SANITARY (UNDERGROUND) BTU BRITISH THERMAL UNIT I CAP TOOLS, SUPERVISION, LABOR, COORDINATION, MATERIALS, EQUIPMENT, 24. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL X 212.29.6190 TM REMOVALS, CAPPING, PATCHING, DISPOSAL, AND OTHER NECESSARY ITEMS EXISTING AND NEW CONDITIONS AND MATERIALS WITHIN THE PROPOSED ----------------- VENT e STORM CFH CUBIC FEET PER HOUR I1 CLEANOUT 212%4 8091 FAX TO PROVIDE THE PLUMBING INSTALLATION AS SHOWN ON THE CONTRACT CONSTRUCTION AREA. ANY DAMAGE CAUSED BY, OR DURING THE APPLICABLE CODES 110 WILLIAM STREET DOCUMENTS. EXECUTION OF THIS WORK SHALL BE REPAIRED BY THE CONTRACTOR TO EXISTING PIPING _ _ C.I CAST IRON O CLEANOUT DECKPLATE THE ENGINEER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. HEAT TRACED PIPING 2020 NYS BUILDING CODE G 32ND FL 3. ALL MANNER OF DERRICKS, MACHINERY, SCAFFOLDING, AND TOOLS OF GAS CONN. CONNECT I CONNECTION BREAK NEW YOM NY 10038 EVERY DESCRIPTION REQUIRED FOR THE PROPER EXECUTION OF THE 25. CONTRACTOR IS RESPONSIBLE FOR ALL CUTTING, PATCHING, & PAINTING 2020 NYS PLUMBING CODE wwW.EPENGINEERING.cDm WORK SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR. THESE REQUIRED TO MATCH EXISTING OR NEW FINISHES UPON PLUMBING CO CLEAN OUT X REMOVE/DEMOLISH FACILITIES SHALL BE FURNISHED IN ACCORDANCE WITH ALL SAFETY CODES. INSTALLATION. CONTRACTOR SHALL REMOVE THEM PROMPTLY FROM THE SITE WHEN THEY 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE CW COLD WATER DOUBLE CHECK DETECTOR ARE NO LONGER REQUIRED. RIGGING AND HOISTING IS ALSO THE 26. DRAWINGS SHALL BE BOUND IN A COMPLETE AND CONSECUTIVE SET. Architect: RESPONSIBILITY OF THE CONTRACTOR. THE CONSTRUCTION CONTRACTOR SUPPLEMENTAL SKETCHES AND LOOSE PAPERWORK WILL NOT BE DCV DOUBLE CHECK VALVE ® DOUBLE CHECK VALVE FURTHER AGREES TO DEFEND, INDEMNIFY, AND HOLD THE DESIGN ACCEPTABLE AND WILL BE RETURNED FOR REVISION. THE CONTRACTOR BAAB PROFESSIONAL CONNECTION WITHOM ANY AND ALL HE PERFORMANCEAOF WORKCONOR ALLEGED IN TH S PROJECT. AND CONCISEY WITH THE SET OF DRAWINGS ENGINEERS DRAW NGSCOMMENTS SHALL BE PRODUCE SUBMITTEDL IN GAS PIPING JOINT SCHEDULE DEP DEPT. OF ENVIRONMENTAL PROTECTION �o FLOOR DRAIN Architecture And Buildings DIA DIAMETER 234 South Main St#403 SAFETY ASPECTS OF THE WORK ARE EXCLUSIVELY THE RESPONSIBILITY OF BOTH HARD COPY AND ELECTRONIC. {o} FLOOR SINK Middletown, CT 06457,T:202-236-8036 THE CONTRACTOR. 27. UPON COMPLETION OF INSTALLATION OF PLUMBING FIXTURES AND AFTER SIZE/PRESSURE <1 PSI (14" WC) PSI - 5 PSI >5 PSI DN DOWN ® FRESH AIR INLET Owner: 4. MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER UNITS ARE WATER PRESSURIZED, TEST FIXTURES TO DEMONSTRATE Abigail Nitka&Ulgur Aydin AND ACCEPTABLE CONSTRUCTION, INSTALLATION, OR OPERATION OF ANY CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. CORRECT DOM DOMESTIC g FUNNEL DRAIN 165 North 10th Street ITEM WITHIN THE SCOPE OF WORK AS DETERMINED BY THE ENGINEER MALFUNCTIONING UNITS AT SITE, THEN RETEST TO DEMONSTRATE " FLANGED OR Brooklyn, NY 11211 SHALL BE INCLUDED AS IF IT WERE SPECIFIED OR INDICATED ON THE COMPLIANCE; OTHERWISE, REMOVE AND REPLACE WITH NEW UNITS AND FIXTURE/EQUIPMENT TAGS <4 DIA THREADED OR FLANGED WELDED WELDED DPCO DECK PLATE CLEAN OUT ri GAS COCK DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL PROCEED WITH RETESTING. Structural Engineer: MEANS AND METHODS DURING THE EXTENT OF CONSTRUCTION. r 4" DIA THREADED OR FLANGED WELDED WELDED DWG DRAWING I-Z HOSE BIBB Silman 28. INSPECT EACH INSTALLED FIXTURE FOR DAMAGE TO FINISH. IF DAMAGED, "" 32 Old Slip, 10th Floor 5. PLUMBER IS RESPONSIBLE FOR ALL LOW VOLTAGE WIRING FOR EQUIPMENT RESTORE AND MATCH FINISH TO ORIGINAL AT SITE TO THE SATISFACTION FIXTURE/EQUIPMENT TYPE (E) EXISTING o o U HOUSE TRAP New York, NY 10005,T:212-620-7970 INSTALLED UNDER HIS CONTRACT. ELECTRICIAN IS RESPONSIBLE FOR OF THE ARCHITECT/ENGINEER; OTHERWISE, REMOVE FIXTURE AND REPLACE >4" DIA FLANGED OR WELDED WELDED WELDED POWER WIRING ONLY. WITH NEW UNIT. REMOVE CRACKED OR DENTED UNITS AND REPLACE WITH f EXIST EXISTING ®M ME TER MEP Engineer: NEW UNITS. EP Engineering 6. CONTRACTOR SHALL PAY FOR AND EXECUTE ALL PERMITS & FEES FLOORFIXTURE NO. FAI FRESH AIR INLET 1-Z NON FREEZE WALL HYDRANT 110 William St NECESSARY FOR THIS SCOPE OF WORK. COPIES OF ALL EXECUTED CLOSEOUT New York, NY 11038 PERMITS SHALL BE PROVIDED TO ENGINEER UPON REQUEST. FD FLOOR DRAIN 00 P-TRAP 29. CONTRACTOR SHALL START UP & TEST ALL SYSTEMS PRIOR TO PUNCHLIST ILandscape Architect: 7. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNION AND EQUAL WALKTHROUGH AND SHALL PROVIDE TEST REPORTS TO ENGINEER UPON FL. FLOOR 0 PIPE DOWN/DROP Nishiel Patel Design Office OPPORTUNITY STANDARDS OR REQUIREMENTS WHERE APPLICABLE. REQUEST. 372 Jefferson Ave FPHB FREEZE PROOF HOSE BIB 0 PIPE TEE Brooklyn, NY PRE-CONSTRUCTION 30. CONTRACTOR SHALL PROVIDE A COMPLETE SET OF AS-BUILT DRAWINGS REFLECTING AS INSTALLED CONDITIONS TO BOTH THE BUILDING LANDLORD FU FIXTURE UNIT 0 PIPE UP/UP & DN Civil Engineer: 8. CONSTRUCTION DRAWINGS ARE DIAGRAMMATIC AND MEANT TO CONVEY AND EP ENGINEERING. AS-BUILT DRAWINGS SHALL INDICATE ALL I TBD DESIGN INTENT. PRIOR TO COMMENCING CONSTRUCTION, CONTRACTOR INSTALLED CONDITIONS OF SYSTEMS WITHIN THIS DISCIPLINE. DRAWINGS G GAS ® POINT OF CONNECTION SHALL REVIEW THE DESIGN DRAWINGS, COORDINATE THE PROPOSED SHALL BE OF SIMILAR SCALE AS THE CONSTRUCTION DOCUMENTS AND INSTALLATION WITH ALL OTHER TRADES, AND SUBMIT SHOP DRAWINGS INCLUDE DETAILS AS NECESSARY TO CLEARLY REFLECT THE INSTALLED GAL GALLONS POINT OF DISCONNECTION INCORPORATING THE PROPOSED DESIGN ALTERATIONS. NO ADDITIONAL CONDITION. MAINS AND BRANCHES OF PIPING SYSTEMS, WITH VALVES COST SHALL BE INCURRED DUE TO DESIGN MODIFICATIONS REQUIRED FOR AND CONTROL DEVICES LOCATED AND NUMBERED, CONCEALED UNIONS GALV GALVANIZED PRESSURE GAUGE COORDINATION. SUCH DRAWINGS SHALL DEMONSTRATE A KNOWLEDGE OF LOCATED, AND WITH ITEMS REQUIRING MAINTENANCE LOCATED (I.E., TRAPS, THE WORK OF OTHER TRADES, AND SHALL SHOW THE LOCATIONS OF THE STRAINERS, EXPANSION COMPENSATORS, TANKS, ETC.). VALVE LOCATION GC GENERAL CONTRACTOR ® � PUMP WORK OF OTHER' TRADES WHICH AFFECTS THE WORK OF THIS CONTRACT. DIAGRAMS COMPLETE WITH VALVE TAG CHART. ANY INSTALLATION CONFLICTS NOT IDENTIFIED ON THE SHOP DRAWINGS GEN. GENERATOR REDUCER/INCREASER SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE. 31. EQUIPMENT, MATERIALS AND WORKMANSHIP FURNISHED UNDER THIS CONTRACT SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF GPM GALLONS PER MINUTE Q REVISION TAG 9. CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMISSION OF PRODUCT DATA ONE YEAR FROM THE DATE OF COMPLETION OF THE PROJECT. THE FOR ALL MATERIALS AND EQUIPMENT SHOWN ON THE CONTRACT CONTRACTOR SHALL KEEP THE WORK IN GOOD REPAIR FOR ONE YEAR HB HOSE BIB ® ROOF DRAIN DOCUMENTS. CONTRACTOR SHALL CLEARLY INDICATE WHEN THE EQUIPMENT, AFTER THE DATE OF FINAL APPROVAL. THE CONTRACTOR SHALL, AT HIS INSTALLATION METHOD, ETC. ARE SUBMITTED AS AN ALTERNATE TO THE OWN EXPENSE, CORRECT AND REPAIR PROMPTLY ALL BREAKS, FAILURES HW HOT WATER ® RPZ DESIGN. ALTERNATES SHALL BE SUBMITTED WITH AN ASSOCIATED CREDIT OR WEAR DUE TO FAULTY MATERIALS, WORKMANSHIP OR EQUIPMENT AND TO BE PROVIDED TO THE OWNER THAT SHALL BE PROVIDED IF THE ALL SETTLEMENTS OF SURFACE THAT MAY OCCUR DURING THAT PERIOD. HWR HOT WATER RETURN PIPE SLEEVE ALTERNATE IS APPROVED. CORRECTIONS AND REPAIRS SHALL BE GUARANTEED FOR A PERIOD OF T PRINT ISSUE DATE ICE MACHINE 10. REVIEW OF SHOP' DRAWINGS & PRODUCT DATA BY ENGINEER SHALL BE ONE YEAR FROM THE DATE OF COMPLETION OF THE CORRECTION/REPAIR IM II STRAINER Issued For CD Review 04/14123 LIMITED TO ONE REVIEW, AND A SECOND REVIEW OF ANY REQUIRED AS DESCRIBED PREVIOUS. IN INC PIPE TEE Issued For Construction 05/12/23 RESUBMITTED DATA. IF ENGINEER IS REQUIRED TO RETURN SHOP � 32. FOR ALL EQUIPMENT CONTRACTOR SHALL PROVIDE MANUFACTURER'S DRAWINGS FOR 14 THIRD (OR MORE) SUBMITTAL AND REVIEW, CONTRACTOR OPERATIONS & MAINTENANCE MANUALS AND START-UP DOCUMENTATION, LAV LAVATORY TEMPERATURE GAUGE IS LIABLE FOR PAYING ENGINEER FOR TIME SPENT ON SUBSEQUENT DELIVERED IN OWNER'S PREFERRED FORMAT. REVIEWS AS PER THE ENGINEER'S STANDARD HOURLY RATE SCHEDULE. MAX MAXIMUM O O TEXT CIRCLE 11. CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION UNTIL SHOP 33. CONTRACTOR SHALL PROVIDE PROOF OF COMPLETION OF ALL REQUIRED MEZZ MEZZANINE X X TEXT HEXAGON DRAWINGS & PRODUCT DATA ARE APPROVED BY THE ENGINEER. INSPECTIONS O O MIN MINIMUM ®TP TRAP PRIMER GENERAL CONSTRUCTION NC/N.I.0 NOT IN THIS CONTRACT III UNION 12. ALL WORK SHALT. BE DONE IN ACCORDANCE WITH THE APPLICABLE NTS NOT TO SCALE LB VACUUM BREAKER BUILDING & PLUMBING CODES, LOCAL RULES, AND REGULATIONS. OD OVERFLOW ROOF DRAIN l BALL VALVE 13. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AS PSI POUNDS PER SQUARE INCH NECESSARY TO PROVIDE A COMPLETE INSTALLATION. ALL MATERIAL n CHECK VALVE INDICATED IN THE CONSTRUCTION DOCUMENTS SHALL BE NEW UNLESS OTHERWISE NOTED. R RANGE D4 GATE VALVE 14. ALL WORK SHALL_ BE PERFORMED IN STRICT ACCORDANCE WITH THE RD ROOF DRAIN W GLOBE VALVE OWNER'S AND PROJECT SCHEDULE AND PHASING. CONTRACTOR SHALL RPZ REDUCED PRESSURE ZONE VALVE COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF ARCHITECT, MOTORIZED VALVE ENGINEER, OWNER, CONSTRUCTION MANAGER, BUILDING MANAGEMENT, NEIGHBORHOOD ASSOCIATION, AND/OR AUTHORITY HAVING JURISDICTION. SAN SANITARY VALVE ON VERTICAL 15. WHEN EXISTING 1UILDING UTILITIES ARE IDENTIFIED BY THE OWNER OR S.F. SQUARE FOOT OS&Y VALVE ENGINEER AS NEEDING TO BE KEPT IN SERVICE DURING CONSTRUCTION, SS SERVICE SINK PROVIDE TEMPORARY SERVICES AND CONNECTIONS TO MAINTAIN OS&Y VALVE W/TAMPER SWITCH CONTINUITY. THE SHUTDOWN OR TRANSFERENCE OF SYSTEMS SHALL BE STK. STACK PROJECT: COORDINATED WITH THE OWNER'S REQUIREMENTS. PRESSURE REDUCING VALVE CONSTRUCTION SPECIFICS ST STORM Ili PRESSURE RELIEF VALVE 16. ALL EQUIPMENT, FIXTURES, PIPING, ETC. TO BE REMOVED, SHALL BE TYP. TYPICAL M THERMOSTATIC MIXING VALVE Greenport House DISPOSED OF,BY THE OWNER.L/RNED OVER T O THE OWNER,EQUIPMENT, FIXTURES, PIPINGRDEVICESED AS DIRECTED LION UNLESS OTHERWISE NOTED 1360 9th Street ETC. SHALL WALL CLEANOUT NOT BE REMOVED FROM THE PREMISES WITHOUT THE OWNER'S APPROVAL. Greenport, NY 11944 V VENT ❑ A WATER HAMMER ARRESTOR _ 17. ALL PIPING TO REMAIN SHALL BE PROPERLY PLUGGED, VALVED, CAPPED V.T.R. VENT THROUGH ROOF T AND/OR BY PASSED SUCH THAT UPON COMPLETION OF WORK ALL 'I WYE ABANDON SYSTEMS ARE PROPERLY CONCEALED, AND THAT EXISTING W WASTE WYE WITH 8TH BEND SYSTEMS TO REMAIN, REMAIN OPERATIONAL. NO DEAD ENDS SHALL BE I'I LEFT ON ANY PIPING SYSTEMS UPON COMPLETION OF WORK. WH WATER HEATER � WYE STRAINER 18. RE-ROUTE ALL EXISTING PIPING AND SYSTEMS WHERE NECESSARY TO D R A WING LIST WC WATER CLOSET AVOID NEW EQUIPMENT, STRUCTURAL, MASONRY WORK OR AS REQUIRED BY THE PROPOSID ALTERATIONS. P -100 . 00 PLUMBING SYMBOLS , NOTES & ABBREVIATIONS vvT WASHER TRIM 19. REMOVE ALL EXISTING EXPOSED OUT-OF-SERVICE PIPING IN THE AREA OF THE PROPOSED ALTERATIONS. P- 3 0 0 . 0 0 PLUMBING CONSTRUCTION PLAN - 1ST FLOOR 20. COORDINATE WORK WITH ALL OTHER TRADES, OWNER AND P - 5 0 0 . 0 0 PLUMBING RISER DIAGRAM MANUFACTURER'S RECOMMENDATIONS. CAREFULLY COORDINATE SPACE EP ENGINEERING SHALL NOT HAVE CONTROL OVER, CHARGE OF, OR RESPONSIBILITY FOR THE REQUIREMENTS WITH OTHER TRADES TO INSURE THAT ALL MATERIALS CAN P - 6 0 0 . 0 0 PLUMBING SCHEDULES CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY DrawingTitle: BE INSTALLED IN SPACES ALLOTTED THERETO, INCLUDING FINISHED PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, NOR SHALL THE CONSULTANT BE SUSPENDED CEILINGS. P- 7 0 0 . 0 0 PLUMBING DETAILS RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM THE WORK IN ACCORDANCE WITH THE PLUMBING SYMBOLS, NOTES & REQUIREMENTS OF THE CONTRACT DOCUMENTS. EP ENGINEERING HAS NO DUTY TO SPECIFY IN ITS ABBREVIATIONS 21. ANY DAMAGED INSULATION ON ANY EXISTING PIPING TO BE REUSED WITHIN P- 8 0 0 . 0 0 PLUMBING SPECIFICATIONS DESIGN COVID 19 MEASURES, AND NO DUTY TO INVESTIGATE, OBSERVE, MONITOR OR REPORT ANY THE AREA UNDER CONSTRUCTION SHALL BE REPAIRED WITH THE SAME FAILURE OF ANY CONTRACTOR OR OTHER THIRD PARTY TO FOLLOW ALL COVID 19 GUIDELINES OR TYPE OF INSULATION AS EXISTING. (EXCEPT ASBESTOS). REQUIREMENTS ASSOCIATED WITH THE PROJECT. 22. WHERE OPENINGS IN CONCRETE ARE REQUIRED FOR PLUMBING Engineer of e: 4/14123 INSTALLATION, CONTRACTOR SHALL COORDINATE SUCH OPENINGS WITH THE ALL POST-INSTALLED ANCHORS TO HAVE ICC-ESR CERTIFICATION AND BE APPROVED FOR INTENDED � OFPNe yoProject No: 2022.117 STRUCTURAL DESIGN. CONTRACTOR SHALL SUBMIT DRAWINGS SHOWING ALL APPLICATION IN NEW YORK CITY. ALL POST-INSTALLED ANCHORS TO BE SUBMITTED TO SPECIAL 6 � e: SLAB OPENING DIMENSIONS AND LOCATIONS TO MEP AND STRUCTURAL INSPECTION AGENCY FOR REVIEW AND APPROVAL PRIOR TO PURCHASE AND INSTALLATION. * �'� AS NOTED ENGINEERS. m Drawn:KM Checked:JR Cn o:' 2 b� v' W Drawing : IT IS A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM ON THIS PLAN IN ANY WAY PURSUANT DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE:, AND SHALL REMAIN, THE PROPERTY OF EP ENGINEERING, U.C. NO REPRODUCTION, IN THIS PLAN IS APPROVED BY THE CITY ONLY FOR THE WORK INDICATED ON THE �10 0 636'S P- 100.00 TO NYS EDUCATION L4W, SECOND 7209(2). IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THIS ITEM HIS OR HER WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF EP ENGINEERING, LLC. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF APPUCATION SHEET. ALL OTHER MATTERS ARE NOT TO BE RELIED UPON, OR TO BE ROFESS0A Page: 01 OF 06 SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THE PROJECT NAMED HERON AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF EP ENGINEERING, LLC. CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. THE SCALE OF THIS DRAWING IS CORRECT WHEN PRINTED ON 24x36 SIZE PAPER. ALL OTHER PAPER SIZES WILL NOT SHOW THE CORRECT SCALE. CONNECT TO SEWER AND WATER HEATER CONDENSER. PLAN NOTES ❑❑❑ ❑❑❑ —CW RISE TO ABOVE GROUND', CW SERVICES. UTILITIES BY EXTERIOR PIPING TOLE D1 ❑ ❑ ❑ El—PROVIDE CAPPED CONNECTION' FORE1 CIVIL ENGINEER. INSULATED AND HEAT RACED. 1. ALL PIPING SHOWN TO BE RUN WITHIN CRAWL SPACE UNLESS OTHERWISE ❑❑❑❑ ❑❑❑❑ FPHB SCUPPER FROM ROOF TO DRAIN TO IRRIGATION SYSTEM. COORDINATE LOCATION INSTALL RAYCHEM 3XLE1 CR 5 NEAREST DRYWELL. COORDINATE EXACT NOTED. ❑ AND ACCESS IN FIELD. WATT HEAT TRACING WITH TSTAT 2. ❑ POINT IN FIELD (TYP.) COORDINATE INSTALLATION OF ADDITIONAL WASHER TRIM BOXES SHOWN FOR ❑❑❑ ❑ � 1_1 1 5 _ IN WATER HEATER ROOM. MECHANICAL CONDENSATE. - 3. COORDINATE ACCESS FOR ALL SHUT OFF VALVES AND BALANCING VALVES - 3 WITH ARCHITECTURE. 0 �� E �1C� 0 �1 [� R . 4 CW RISE TO ABOVE GROUND r l= EP BUILDS. EP KNOWS. EP CARES. PROVIDE CAPPED CONNECTION FOR SH SAN . \ SAN U IRRIGATION SYSTEM. COORDINATE LOCATION 212.257.6190 TEL. 1` 2 i�f AND ACCESS IN FIELD. 212.994.8091 FAX ASH i' E �; 110 WILLIAM STEET 32ND FL l/ VENT P THROUGH ROOF NEW YORK, NY 10038 SAN UP ,r I I WC I VWM.EPENGINEERING.cDm we HWR uP .t,, KEY NOTES 1 - _HW_UP -1 1-4 1�3 1ECW <yP i C ' ] Kid's;E3edroom 1 RUN STORM DRAINAGE TO NEAREST DRYWELL. COORDINATE EXACT LOCATION j � � Architect: 73 SF ' 1 1,u -1 02 WITH CIVIL ENGINEER. Primary Bed.00m HWR UP TO WH �` I 1 01 HW UP TO WH i 1p'V I LAV 2' 8 SF BARB CW UP TO WH JI' I 1 f O PROVIDE WINTERIZATION SHUT OFF VALVE AND DRAIN FOR IRRIGATION Architecture And Buildings 1-3 I 1-4 HW AND CW MAIN TO I SYSTEM. COORDINATE LOCATION OF VALVE WITH CRAWL SPACE ACCESS. 234 South Main St#403 312 SF HW FROM HEAT PUMP �I 1 , CW FROM HEAT PUMP OUTDOOR HEAT PUMP ; Middletown,CT 06457,T:202-236-8036 - O CONCEALED DOWNSPOUT FROM ROOF TO DRAIN TO NEAREST DRYWELL. Owner: 1 VENT UP THROUGH ROOF CW UP FOR VACUUM BREAKER. 1 � SAN UP / COORDINATE EXACT POINT IN FIELD. SEE ARCHITECTURAL DRAWINGS FOR Abigail Nitka 8 UlgurAydin SEE RISER FOR DETAILS 1- I HWR UP DETAILS. 165 North 10th Street 4 Brooklyn, NY 11211 HW UP _ 1 O SUPPLEMENTAL SCUPPER FROM ROOF TO DRAIN TO NEAREST DRYWELL. CW UP ,' RUN SLOPED CW PIPING COORDINATE EXACT POINT IN FIELD. SEE ARCHITECTURAL DRAWINGS FOR W/D - - -�- DETAILS. BELOW FROST LINE Structural Engineer: �� - � Silman 32 Old Slip, 10th Floor 1,I - - - New York, NY 10005,T:212-620-7970 — — — FPHB / 2 MTP ( i /WTI r �" WH I _ MEP Engineer: 1-2 / , 1 1 ;r EP Engineering C - - - - - 110 William St Zz X/,/// % c 1 n - Landscape Architect: ) ( � VENT UP ?t3IINishiel Patel Design Office VENT UP THROUGH ROOF ' 1 372 Jefferson Ave SAN UP Brooklyn, NY HWR UP HW UP I Civil Engineer: Al CW UP SK i — . C2 TBD --- 1 3b II Living P.m 3a } 03 — F - 493 SF 1 1 1 A! 1 S1 '. 3 l 31 r _ � la AD A2 1 1 - AD PRINT ISSUE DATE 1-4 Issued For CD Review 04/14/23 3 Issued For Construction 05112/23 SAN UP I j I 1 CW UP l' ISLAND VENT UP j II 3b AD �k i SAN UP LAV WC /IM CW UP1-2 r--------- - 1 — / -�� SK ? I r-------- 1 n K!ch 1 I 1 _p I 05 Li- —O 3 SF 0 04 coo 338SF DW i PROVIDE WINTERIZATION// ALVES WITH , I At'b -ISLAND SINK VENT UP DRAINS FOR OUTDOOR/'SHOWER. , 1 1 COORDINATE VALVE LOCATION WITH AD - 1 1 1 , 1 fi WT SAN UP CRAWL SPACE ACCESS. HWR UP 1 I I 13 - �� HW UP CW UP D / �- j . 1 1 r-i i 4 2 PROJECT: I= - -- FPHB 3 1-5 i lY 1- I - - ERV , rr , r,�--- ub 1-4 Greenport House �n = - 1360 9th Street _ Y v K WT 4 ______________ - _ Al: 1 ' G re e n p o rt NY 11944 L I 1 wc— — 1:4 1 T INSTALL SLOPED BURIED PIPING -ath - 1 BELOW FROST LINE TO OUTDOOR �— --- - r 1 SHOWER. COORDINATE ROUTING AND Guest [ —c}—i- - LX , '3 ,dy /� EXACT LOCATION OF SHOWER IN 06 L,4Vr f� ! FIELD. \!` 197SF 1- 1 r SF CW UP 4 HW UP SH. HWR UP - 1 4 —O SAN UP AD 3 ;` i 1-5 / AN UP rowingTitle: - w PLUMBING CONSTRUCTION PLAN — FD/1-1 VENT UP TO CONNECT TO BATHROOM VTR , SK 1-1 ISLAND VEN�`�FP PTO CONNECT TO BATHROOM VTR - _ =f ; j1 ST FLOOR 1 V/ -2 ISLAND VEN , 0 CONNECT TO BATHROOM VTR VENT UP THROUGH ROOF FPHB `ix ": SAN UP 1-g HWR UP 1 Engineer of F Date: 4/14/23 HW UP N.�� y Project No: 2022.117 CW UP � �,�P R Al. e�0�� Scale:0 AS NOTED L UMBING CONS TR UC TION PL A N - IS T R 0 OR E: m C_ Drawn:KM Checked:JR KSCALE: 1/4"=1'-O" 2 ' Drawing P-300.00 IT IS A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM ON THIS PLAN IN ANY WAY PURSUANT DRAWINGS & SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHNl. REMAIN, THE PROPERTY OF EP ENGINEERING, LLC. NO REPRODUCTION, IN THIS PLAN IS APPROVED BY THE CITY ONLY FOR THE WORK INDICATED ON THE ��,o 09 363 �,�' TO NYS EDUCATION 'LAW, SECOND 7209(2). IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THIS ITEM HIS OR HER WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORRATION OF EP ENGINEERING, LLC. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF APPLICATION SHEET. ALL OTHER MATTERS ARE NOT TO BE RELIED UPON, OR TO BE ROp SSOAVI� Page: SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THE PROJECT NAMED HERON AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF EP ENGINEERING, LLC. CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE %1TH APPLICABLE CODES. 02 OF 06 THE SCALE OF THIS DRAWING IS CORRECT WHEN PRINTED ON 24x36 SIZE PAPER. ALL OTHER PAPER SIZES WILL NOT SHOW THE CORRECT SCALE. o❑❑❑ o❑❑❑ EP BUILDS. EP KNOWS. EP CARES. 3"VTR i 2"VTR i 2'VTR 3"VTR F;ooF I I I 212.257.6190 TEL — 212.994.8091 FAX 110 WILLIAM STREET 32ND FL 3" _�3" NEW YOR14 NY 10038 r----------------------T---------r--------- ------i i r---------------------1 r !,�;1 -- -- --r-----------i wmEPENGINEERING. om ' » I n ' » ' " ' » I » 1 n ' » 1 - rr 1 » 1 " �'— 2 �— 2 �— 2 �'— 2 ,�-- 2 4'—2 fir'— 2 t� 2 I ;�--2 �-- 2 �---2 SH � SH i WC � WC LAV i LAV i WT i FD WT i SK WT WT i II LAV I WC i SH LAV WC SK DW Architect: 1-41-3 t 1 I I I t II 1 I BAAB 1 I I i t t j l i I n rl Architecture And Buildings j j I j I I 1 I I I I 0 234 South Main St#403 1 I , , 17 t I j 7j j 1 Middletown,CT 06457,T:202-236-8036 1ST FLOOR i i_ �_ �_ 2n 3" i 3" 2" 3" 3" ; I 2" I I , 2» i 2» - - - - . 3" i 3rr 4 i 4 , ---------i— -------i --- ---------- 1 I Owner• » rr I I t 3 ------ --- -------I--- -----------�� --------------- —_—___� Abigail Nitka&Ulgur Aydin 1 LI I " CO t I 165 North 10th Street LIC CO CO 1 CO CO CO CO CO Brooklyn,NY 11211 " 3" " Orr 3" Structural Engineer: CONNECT TO EXISTING SEWER 4" 4" 4" 4 4 4 4 MAIN. SEE CIVIL DRAWINGS FOR Silman32 Old Slip, 10th Floor MORE DETAILS. New York, NY 10005,T: 212-620-7970 MEP Engineer: EP Engineering CRAB"JL SPACE 110 William St New York, NY 11038 Landscape Architect: Nishiel Patel Design Office 372 Jefferson Ave PL UMBIN6 RISER DIA 6RA M - SA NI TA R Y s VENT Brooklyn, NY Civil Engineer: 1 SCALE: NTS TBD 4"HWR 1"HW 1"CW Y2"HW CW AND HW TO HEAT rY2rrCW PUMP I FPHB WC LAV SH SH LTV WC WT , FPHB FPHB SK SH FPHB FPHB WC SH LAV FPHB LAV WC IM DW SK 1- 1 1-3 1-3 1-2 1-3 1-4 1-4 1-1 l i i 1-3 1-2 1-2 1-4 1-4 1-6 PW I 2 2 1-1 PRINT ISSUE DATE 1 ST FLOOD I_ a I_� y2 _ Issued For CD Review 04/14/23 (� Issued For Construction 05/12/23 1 Y2" 1 , t I 1 " " " I Y2"CW Y" 1 Yr, " 4»'HWR 2 y2" I I yr, 1 4"HWR 1 1 r 1 4"HWR %"HWR Y4 HW 1"CW 1"CW J I I l I 1"CW 1"CW L-n- Y2" __ __ /4_CW 3�CONNECT TO DOMf:STIC i _ — __ — I — — _—_ — —WATER SUPPLY. UTILITIES -- -- _ -- -- -- --- -- _--- -- --- _ --_ 1 BY CIVIL ENGINEER — — — — — — — — — — — — — — L 34"HWR %4"HWR -- -- -- -- -- -- -- 1"HW ;/ 3/4"HW Y2"CW Y"CW 1"CW -4"HWR 4"HWR 3/4"CW 1 I Y2rrHW CW AND HW TO OUTDOOR Y2"HW 1"HW 1"HW I j HEAT PUMP 1"CW 1"CW CRA'1,'L SPACE OUTDOOR HEAT PUMP PL UMBING RISER DIA GRA M - D OMES TIC WA TER KEY NO TE s 2 SCALE: NTS O1 RUN STORM DRAINAGE TO NEAREST DRYWELL. COORDINATE EXACT LOCATION WITH CIVIL ENGINEER. O PROVIDE 1" CAPPED FUTURE CONNECTION FOR IRRIGATION SYSTEM. PROJECT. 3 3 3 3 3 3 O DOWNSPOUT FROM ROOF TO DRAIN TO NEAREST DRYWELL. COORDINATE EXACT POINT IN FIELD. SEE ARCHITECTURAL DRAWINGS FOR DETAILS. Greenport House AD AD AD AD 1360 9th Street AD 1-3 Greenport, NY 11944 1ST FLOOR 3" 3" 3" 3" 3" 1 1 1 1 1 1 1 1 1 1 1 Drawing i0e: cRA�','L SPACE PLUMBING RISER DIAGRAM Engineer of Record: Date: 4114123 PL UMBINO RISER DIA ORA M - S T ORM of NEB Project No: 2022.117 3 1 SCALE: NTS ER Scale: AS NOTED * 9� * Drawn:KM Checked:JR r � (ion w Drawing IT IS A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM ON THIS PLAN IN ANY WAY PURSUANT P--5 0 0.0 0 DRAWINGS do SPECIFICATIONS AS INSTRUME OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF EP ENGINEERING, LLC. NO REPRODUCTION, IN THIS PLAN IS APPROVED BY THE CITY ONLY FOR THE WORK INDICATED ON THE N�o 9 ta3 U- TO NYS EDUCATION W, SECOND 7209(2). IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THIS ITEM HIS OR HER WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF EP ENGINEERING, LLC. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF APPLICATION SHEET. ALL OTHER MATTERS ARE NOT TO BE RELIED UPON, OR TO BE A90FESSION1` � Page: 03 OF 06 SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF EP ENGINEERING, LLC. CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. THE SCALE OF THIS DRAWING IS CORRECT WHEN PRINTED ON 24x36 SIZE PAPER. ALL OTHER PAPER SIZES WILL NOT SHOW THE CORRECT SCALE. PLUMBING FIXTURE SCHEDULE DOMESTIC WATER HEATER SCHEDULE ❑❑0 00❑❑ ❑❑❑❑ ❑❑❑❑ PLUMBING CONNECTION SIZE TEMP STORAGE GAS ELECTRICAL MANUFACTURER ❑ ❑ STORAGE RECOVERY (FlRST EFF ❑❑❑ ❑ FIXTURE TAG FIXTURE TYPE FIXTURE MANUFACTURER/ MODEL NO. DESCRIPTION REMARKS TAG RISE TEMP MIXING VALVE CIRC PUMP EXPANSION REMARKS COLD HOT (GAL) HOUR RATING) ('F) ('F) INPUT VOLTS PHASE kW MODEL NO. (UEF) TANK 0 WASTE VENT WATER WATER (MBH) E P E E WATTS EP BUILDS. EP KNOWS. EP CARES.— WH 83 115 100 145 -- 208 1 4.5 SANDEN 3.75 HYDROGUARD TACO 006—ST AMTROL ST5 WATER CLOSET GS4-45HPC -- 212.257.6190 TEL TO BE COORDINATED WITH ARCHITECT. REFER TO BE COORDINATED WITH ARCHITECT. REFER LFLM490 WC BOTTOM OUTLET TO ARCHITECTURAL PLANS FOR ADDITIONAL TO ARCHITECTURAL PLANS FOR ADDITIONAL 4" 2" 1" __ MAXIMUM WATER CONSUMPTION: 1.28 GPF NOTES: 11O I�ILLIAM994.80 T FAX OR EQUIVALENT DUAL FLUSH STREET FLUSH TANK INFORMATION. INFORMATION. 1. PROVIDE NEOPRENE PAD UNDERNEATH WATER HEATER TO MINIMIZE VIBRATION NOISE. 32ND FL 2. INSTALL WATER HEATER ON 4" CONCRETE HOUSEKEEPING PAD WITH DRAIN PAN AND WATER HEATER FLOODSTOP INSTALLED TO SHUT OFF COLD WATER SUPPLY UPON LEAK DETECTION. NEW YORK, NY 10038 TO BE COORDINATED WITH ARCHITECT. REFER TO BE COORDINATED WITH ARCHITECT. REFER www-EMGINEERING.cDm LAV LAVATORY(PRIVATE) TO ARCHITECTURAL PLANS FOR ADDITIONAL TO ARCHITECTURAL PLANS FOR ADDITIONAL 2" 1-1/2" 1/2" 1/2" MAXIMUM WATER CONSUMPTION: 1.5 GPM 3. CONTRACTOR SHALL FURNISH AND INSTALLED ALL REQUIRED CONTROL PANELS AND WIRING AS INDICATED IN THE MANUFACTURER'S INSTALLATION MANUAL. INFORMATION. INFORMATION. AT 60 PSI Architect: TO BE COORDINATED WITH ARCHITECT. REFER TO BE COORDINATED WITH ARCHITECT. REFER " " " " MAXIMUM WATER CONSUMPTION: 2.0 GPM PLUMBING ACCESSORIES SCHEDULE BAAB SH SHOWER ASSEMBLY TO ARCHITECTURAL PLANS FOR ADDITIONAL TO ARCHITECTURAL PLANS FOR ADDITIONAL 3 1-1/2" 1/2 1/2 AT 80 PSI. PROVIDE INTEGRAL STOPS. Architecture And Buildings INFORMATION. INFORMATION. 234 South Main St#403 MINIMUM PLUMBING CONNECTION SIZE Middletown,CT 06457,T:202-236-8036 ACCESSORY COMBINED TO BE COORDINATED WITH ARCHITECT. REFER TO BE COORDINATED WITH ARCHITECT. REFER MAXIMUM WATER CONSUMPTION: 2.0 GPM TAG ACCESSORY TYPE MANUFACTURER/ MODEL NO. MATERIAL DESCRIPTION REMARKS Owner: BT BATHTUB/SHOWER TO ARCHITECTURAL PLANS FOR ADDITIONAL TO ARCHITECTURAL PLANS FOR ADDITIONAL 3" 1-1/2" 1/2" 1/2' WASTE/ VENT COLD HOT Abigail Nitka&Ulgur Aydin SANITARY WATER WATER 165 North 1Oth Street AT 8 PSI. VI IN Brooklyn, NY 11211 ASSEMBLY INFORMATION. INFORMATION. PROVIDE ETP WHERE INDICATED ON PLANS. TO BE COORDINATED WITH ARCHITECT. REFER TO BE COORDINATED WITH ARCHITECT. REFER ELECTRONIC TRAP 120V, 1 PH, ELECTRONIC TRAP PRIMER INSTALL PER MANUFACTURER'S INSTALLATION Structural Enginee " " r: SK SINK TO ARCHITECTURAL PLANS FOR ADDITIONAL TO ARCHITECTURAL PLANS FOR ADDITIONAL 2 1-1/2 1/2 1/2 MAXIMUM WATER CONSUMPTION: 2.2 ETP PRIMER SIOUX CHIEF MODEL 695—E ASSEMBLY INSTRUCTIONS. COORDINATE NUMBER OF Silman GALLONS PER MINUTE AT 60PSI OUTLETS/CONNECTIONS AS REQUIRED BY QUANTITY OF 32 Old Slip,10th Floor INFORMATION. INFORMATION. DRAINS SERVED. New York, NY 10005,T:212-620-7970 TO BE COORDINATED WITH ARCHITECT. REFER TO BE COORDINATED WITH ARCHITECT. REFER INSTALL WITH ZURN 700XL DUAL CHECK PROVIDE TRAP PRIMERS FOR ALL FLOOR & MEP Engineer: DW DISHWASHER TO ARCHITECTURAL PLANS FOR ADDITIONAL TO ARCHITECTURAL PLANS FOR ADDITIONAL 2" -- -- 1/2$p VALVE ON WATER INLET MECHANICAL TRAP MECHANICAL TRAP PRIMER ASSEMBLY FUNNEL DRAINS. INSTALL TRAP PRIMERS PER EP Engineering INFORMATION. INFORMATION. MTP PRIMER SIOUX CHIEF MODEL 695-01 (LEAD FREE) MANUFACTURER'S INSTALLATION INSTRUCTIONS. 110 William St FLUSH MOUNTED, AUTOMATIC DRAINING CONNECT MTP TO NEAREST CW FIXTURE SUPPLY LINE New York, NY 11038 LAV 1 3 NON-FREEZE WALL NON-FREEZE TYPE WALL HYDRANT W _ __ SELECT MODEL WITH APPROPRIATE WALL ( / — ). Landsca a Architect: FPHB HYDRANT ZURN Z1320XL OR APPROVED EQUAL HOSE CONNECTION, INTEGRAL VACUUM — 3/4" THICKNESS BASED ON INSTALLATION Nishiel Patel Design Office BREAKER & KEYED COVER, LEAD—FREE VB VACUUM BREAKER WATTS LF288A BRASS BODY BRASS BODY, LIGHTWEIGHT DISC SEE SEE PROVIDE FOR ALL CONNECTIONS TO FOOD 372 Jefferson Ave FLOAT DWGS DWGS SERVICE EQUIPMENT Brooklyn, NY TO BE COORDINATED WITH ARCHITECT. REFER TO BE COORDINATED WITH ARCHITECT. REFER AS COORDINATE GRATE FINISH AND EXACT AD AREA DRAIN TO ARCHITECTURAL PLANS FOR ADDITIONAL TO ARCHITECTURAL PLANS FOR ADDITIONAL NOTED -- -- -- LOCATION WITH ARCHITECT PRIOR TO Civil Engineer: INFORMATION. INFORMATION. ON PLAN PLACEMENT TBD BV BALANCING VALVE CALEFFI FLOWCAL 127 SERIES LOW LEAD STAINLESS STEEL SPRING, EPDM 3/4" PROVIDE MODEL SET TO .75 GPM TO BE COORDINATED WITH ARCHITECT. REFER TO BE COORDINATED WITH ARCHITECT. REFER BRASS SEALS IM ICE MACHINE TO ARCHITECTURAL PLANS FOR ADDITIONAL TO ARCHITECTURAL PLANS FOR ADDITIONAL -- -- 1/2" __ INSTALL WITH ZURN DUAL CHECK INFORMATION. INFORMATION. VALVE ON WAATERTER INLET _ HEAVY DUTY WITH CAST IRON BODY, BOTTOM DC DUA_ CHECK VALVE WATTS LF7 BRASS FOR CHECK VALVE REPLACEMENT LOW LEAD BRASS WITH ONE UNION TO ALLOW 3/8" — OUTLET, 8" DIAMETER CAST IRON TOP, TRAP FD FLOOR DRAIN ZURN Z-507 OR APPROVED EQUAL PRIMER CONNECTION, SEEPAGE PAN AND 3" 1-1/2" -- -- -- COMBINATION MEMBRANE FLASHING CLAMP, 7" INV. TO OUTLET (MAX.) SIOUX CHIEF MODEL 696 SERIES OXBOX DOUBLE OUTLET BOX WITH DRAIN BOX WITH SECONDARY PIPE AND FITTING SCHEDULE DRAINAGE FUNNEL 696—CF, SAFE'N'SOUND FLOOD PROTECTION SYSTEM INCLUDING CONTROL PANEL, RECESSED EQUIPMENT WITH 3/4" SUPPLY CONNECTIONS, WT WASHER TRIM TWO MOTORIZED BALL VALVES, TWO LEAK SENSORS, 2" DRAIN CONNECTION, VALVES & 3" 1-1/2" 1/2" 1/2" -- PIPE ONE WASHING MACHINE PAN AND TWO ENGINEERED INTEGRAL WATER HAMMER ARRESTORS.POLYMER HOSES. DESCRIPTION SIZE FITTINGS JOINING METHOD REMARKS TYPE SCHEDULE PRINT ISSUE DATE COORDINATE INSTALLATION LOCATION WITH Issued For CD Review 04/14/23 ARCHITECT. I I I I I I I SOIL, WASTE AND VENT ABOVE GROUND ALL CAST IRON NO HUB SERVICE CAST IRON NO HUB STANDARD COUPLINGS Issued For Construction 05/12123 I N S U L A T 10 N SCHEDULE ( TABLE C 4 0 3. 2. 10) SOIL, WASTE AND VENT BELOW GROUND ALL CAST IRON HUB & SPIGOT EXTRA HEAVY CAST IRON HUB & COMPRESSION GASKET SPIGOT PIPE DOMESTIC COLD WATER WITHIN BUILDING ALL COPPER TYPE L COPPER 95-5 SOLDERED JOINTS SYSTEM PIPE SIZE PIPE INSULATION TYPE INSULATION FITTINGS, VALVES, FLANGES — R—VALUE REMARKS THICKNESS INSULATION TYPE DOMESTIC HOT WATER PIPING ALL COPPER TYPE L COPPER 95-5 SOLDERED JOINTS DOMESTIC COLD WATER ALL FIBERGLASS, ASJ, SSL 1 MOLDED, PRE—FORMED MINERAL R-4 TYPE I FIBER PVC JACKET DOMESTIC HOT WATER RECIRCULATION PIPING ALL COPPER TYPE L COPPER 95-5 SOLDERED JOINTS DOMESTIC HOT WATER (105-140 DEG.) 1-1/4"&SMALLER FIBERGLASS, ASJ, SSL 1 MOLDED, PRE—FORMED MINERAL R-4 TYPE I NOTES: FIBER PVC JACKET 1. ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND BE LISTED BY NSF INTERNATIONAL. DOMESTIC HOT WATER RECIRCULATION 1-1/4"&SMALLER FIBERGLASS, ASJ, SSL 1„ MOLDED, PRE—FORMED MINERAL R-4 TYPE I FIBER PVC JACKET 2. DOMESTIC WATER PIPING SHALL BE HYDROSTATICALLY TESTED TO 50PSIG OVER OPERATING PRESSURE WITH A MINIMUM TEST PRESSURE OF 150PSIG. PIPING SHALL HOLD TEST PRESSURE FOR 2 HOURS. NOTES: 3. ALL SANITARY, WASTE AND VENT PIPING SHALL BE PRESSURE TESTED AT LEAST 10 FEET ABOVE THE HIGHEST POINT OF THE TESTED SYSTEM FOR 2 HOURS WITH NO LEAKAGE. 1. FIBERGLASS INSULATION: THERMAL CONDUCTIVITY .22 TO .28 BTU x IN./H x FT x 'F W/ 100'F MEAN TEMP. THICKNESS BASED ON NYCECC 2016 TABLE C403.2.10. 2. PROVIDE WITH PVC JACKETING WHEN INSTALLED IN OUTDOOR AREAS PUMP SCHEDULE V A L V E SCHEDULE ELECTRICAL DATA MANUFACTURER PROJECT: TAG SYSTEM LOCATION ARRANGEMENT FLOW (GPM) HEAD (FT) REMARKS TOTAL HP FOR VOLTAGE PHASE MODEL NO. TYPE PUMPSET Greenport House DESCRIPTION SIZE GATE GLOBE CHECK BALL PLUG BALAN. CID CIRCULATION 1 ST FLOOR SIMPLEX 4 7 PUMP Y40 115 1 TACO 006—ST LEAD—FREE 1360 9th Street GATE VALVE THREADED GLOBE VALVE THREADED CHECK VALVE BALL VALVE THREADED- Greenport, NY 11944 DOMESTIC COLD WATER 2 AND SMALLER - BRONZE - BRONZE THREADED - BRONZE 2 PIECE, FULL PORT, -- -- 400 PSI, BRONZE SEE WATER HEATER SCHEDULE FOR HOT WATER CIRCULATION PUMPS GATE VALVE THREADED GLOBE VALVE THREADED CHECK VALVE BALL VALVE THREADED- CALIBRATED BALANCING NOTES: DOMESTIC HOT WATER 2" AND SMALLER - BRONZE - BRONZE THREADED - BRONZE 2 PIECE, FULL PORT, -- VALVE, BRONZE 400 PSI, BRONZE 1. HOT WATER CIRCJLATION PUMPS SHALL BE INSTALLED WITH EXTERNAL AQUASTAT SET TO RECIRCULATE WHEN THE RETURN WATER TEMPERATURE IS BELOW 105'F. DrawingTitle: PLUMBING SCHEDULES Engineer of R_ Date: 4114123 pF NFL,I,Y Project NO: 2022.117 .QP NER M, O 1e: AS NOTED rown:KM Checked:JR z_ t-,. rrs m , rowing : N ` s IT IS A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM ON THIS PLAN IN ANY WAY PURSUANT DRAWINGS & SPECIFlCA110NS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE; AND SHALL REMAIN, THE PROPERTY OF EP ENGINEERING, LLC. NO REPRODUC110N, P-600.00 IN THIS PLAN IS APPROVED BY THE CITY ONLY FOR THE WORK INDICATED ON THE �,o � 6363 �� TO NYS EDUCATION LAW, SECOND 7209(2). IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THIS ITEM HIS OR HER WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF EP ENGINEERING, LLC. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF APPLICATION SHEET. ALL OTHER MATTERS ARE NOT TO BE RELIED UPON, OR TO BE ;9,0 I )NA Page: 04 OF 06 SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF EP ENGINEERING, LLC. CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPUCABLE CODES. THE SCALE OF THIS DRAWING IS CORRECT WHEN PRINTED ON 24x36 SIZE PAPER. ALL OTHER PAPER SIZES WILL NOT SHOW THE CORRECT SCALE. ❑❑❑ ❑❑❑ ❑ ❑ ❑ ❑ ❑❑❑❑ ❑❑❑❑ BRING VENT UP HIGH WATER AS HIGH AS LEVEL RIM OF 90• POSSIBLE SINK OR THE EP BUILDS. EP KNOWS. EP CARES. ------------------ COUNTERTOP 212.257.6190 TEL � 212.994.8091 FAX ' SINK ,� Y� � 45' VENT UP IN ; ;��Y' (TYPICAL) WALL TO -„A ATMOSPHERE---- �,.�' i i HOW WATER RECIRCULATION PUMP 110 WILLIAM STREET AQUASTAT 32ND FL W►NEW YOM NY 10038 P—TRAP i VENT WALL/ BALL VALVE WW .EPENGINEERING Dorn i , PARTITION i WASTE---- i i i i GLOBE VALVE A � i HWR Architect: BAAB CLEANOUT—� -' -- -- -- i� HW TO BUILDING Architecture And Buildings _ METAL JACKET 234 South Main St#403 CLEANOUA--L CLEANOUT FINISHED i ; THERMOSTATIC MIXING VALVE t P CW END CAP OVERSIZE CALCIUM SILICATE Middletown, CT 06457,T: 202-236-8036 FLOOR/SLAB �i f - (1YP•) INSULATION RING AS Owner: CHECK VALVE REQUIRED TEMPERATURE GAUGE — 65 North Oth Street Aydin --------- -fi- �� EXPANSION TANK \ Brooklyn, NY 11211 FIBERGLASS WRAP INSULATION Structural Engineer: ----------- , , -------------- -��- UNION � T&P RELIEF VALVE-�� WATER �� i BELOTWVENT SPILL TO NEAREST DRAIN Silman g WYE HEATER \� 32 Old Slip, 1 \ — FITTING FLOOR WITH 6" AIR GAP " \� New York,NY 10005,T:212-620-7970 0th Floor ----------------� TO BUILDING 4 I-OUSEKEEPING PAD STANDARD CALCIUM ----- ----------------------------------- \ MEP Engineer: WASTE SILICATE PIPE METAL JACKET (TYP.) M INSULATION EP Engineering 110 William St New York, NY 11038 SINK ISLAND VENT DETAIL DOMESTIC WA TER HEA TER DETAIL ELB0 W IN Landscape i SUL A T/ON DETA/L Nishiel Patell Design Office E: NTS 372 Jefferson Ave 1 AL 2 SCALE: NTS 3 SCALE: NTS Brooklyn, NY MIXED OUTLET TO FIXTURES Civil Engineer: TBD ANTI SCALD VALVE — SUPPLIED WITH SYSTEM SLEEVES SHALL BE PACKED FULL SANDEN HEAT PUMP 1/2" DEPTH WITH FIRE RESISTIVE HEAT PUMP MATERIAL (FIBERGLASS SHALL NOT BE (HOT OUT) USED). SLEEVE CLEARANCE SHALL NOT BE EXCEED 1/2" BETWEEN PIPE HEAT PUMP 1/2" ESCUTCHEON AND SLEEVE. (COLD IN) BOTH SIDES HP HOT DOMESTIC HOT 1/2" RETURN WATER OUT PRINT ISSUE DATE Issued For CD Review 04/14/23 Issued For Construction 05/12/23 PIPE DOMESTIC HOT SEALANT PIPE SLEEVE WATER TANK CEMENT ANY GAPS WALL OR PARTITION STAINLESS STEEL - RELIEF PORT PIPE CLAMP N BETWEEN SLEEVES AND WALL TO DRAIN FLASHING z ROOFING 12" MIN. NOTE: 1/2" COLD TANK DOMESTIC COLD 1. REFER TO SPECIFICATIONS ARTICLE ENTITLED TO HP WATER IN "SLEEVES AND ESCUTCHEONS FOR PIPING." 2. THIS DETAIL ALSO APPLICABLE TO INTERIOR COLD WATER ROOF DECK NON—WATER PROOF FLOOR CONSTRUCTION. INLET 4" VENT FOR WATER PROOF FLOOR CONSTRUCTION AND OTHER FLOOR CONSTRUCTION -SEE SPECIFICATIONS. VENT THROU6H ROOF DETA IL— SLAB OR WALL PIP E E PENETRA TION LE: NTS HEA T PUMP 4 SCA WA TER HEA TER DETA IL Fs] SCALE: NTS 6 SCALE: NTS PROJECT: Greenport House 1360 9th Street Greenport, NY 11944 DOB NOW P #: ## DrawingTitle: PLUMBING DETAILS Engineer ofRecord: Date: 4/14/23 NSR p 1ect No: 2022.117 CO Q �G9�� Scale: AS NOTED * 2 , Drawn:KM Checked:JR m CoCo Ll C.. , IT x r°wing ` P-700.00 I A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM ON THIS PLAN IN ANY WAY PURSUANT DRAWINGS do SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF EP ENGINEERING, LLC. NO REPRODUCTION IN �� l TO NYS EDUCATION LAW, SECOND 7209(2). IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THIS ITEM HIS OR HER THIS PLAN IS APPROVED BY THE CITY ONLY FOR THE WORK INDICATED ON THE � os 6s WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF EP ENGINEERING, LLC. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF APPIJCATION SHEET. ALL OTHER MATTERS ARE NOT TO BE RELIED UPON, OR TO BE � SEAL AND THE NOTATION ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THE PROJECT NAMED HEREIN AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF EP ENGINEERING, LLC. CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WTTH APPLICABLE CODES. AROF�SSt�NP� Page: 05 OF 06 THE SCALE OF THIS DRAWING IS CORRECT WHEN PRINTED ON 24x36 SIZE PAPER. ALL OTHER PAPER SIZES WILL NOT SHOW THE CORRECT SCALE. PLUMBING SPECIFICATIONS: FUEL CONTRIBUTED —50 CAREFULLY COORDINATE SPACE REQUIREMENTS WITH OTHER TRADES TO INSURE THAT ALL MATERIALS CAN BE INSTALLED ANY WORK FABRICATED OR INSTALLED PRIOR TO SIGN OFF BY ALL TRADES SHALL BE REMOVED AND RE—INSTALLED IN IN SPACES ALLOTTED THERETO, INCLUDING FINISHED SUSPENDED CEILINGS. ❑❑❑ ❑❑❑ GENERAL CONFORMANCE WITH COORDINATION DRAWINGS. FIBERGLASS PIPING INSULATION (INTERIOR) ❑ ❑ ❑ ❑ THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT AS NECESSARY TO PROVIDE A COMPLETE INSTALLATION EACH CONTRACTOR (MENTIONED ABOVE) IS RESPONSIBLE FOR THE COORDINATION OF HIS SUB—CONTRACTORS. MOLDED FIBROUS GLASS WITH 3.5 POUNDS MINIMUM DENSITY, MAXIMUM K = .3 AT 200 DEGREE F, MEAN AND RATED TO PREPARE AND SUBMIT COORDINATION DRAWINGS. ❑❑❑❑ F]❑❑❑ INCLUDING COORDINATION, SYSTEM CHECK OUT AND START UP ON EACH ITEM AND SYSTEM. 450 DEGREE F. THE INSULATION SHOULD BE SECTIONAL PIPE JACKETED WITH AN EMBOSSED VAPOR BARRIER LAMINATE. THE OVERALL COORDINATION OF THE COORDINATION PROCESS IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. ALTERATION WORK ❑❑❑ ❑ THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS AND PLANS, OF THE THE ENGINEER IS NOT RESPONSIBLE FOR THE COORDINATION PROCESS. THE ENGINEER WILL RESPOND TO QUESTIONS MANUFACTURERS: EXACT DIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR THAT ARISE FROM THE COORDINATION PROCESS. DRAWINGS SUBMITTED WILL BE REVIEWED FOR CLEARLY IDENTIFIED ALL EQUIPMENT, FIXTURES, PIPING, ETC. TO BE REMOVED, SHALL BE DISPOSED OF, TURNED OVER TO THE OWNER, OR M (J �� 1j� o PIPES ARE TO BE PLACED AND ARRANGE HIS WORK IN ACCORDANCE WITH THE SCHEDULE OF INTERIOR FINISHES, AS CONFLICTS ONLY. SOLUTIONS TO CONFLICTS WILL NOT BEAR ADDITIONAL COST. OWENS—CORNING, TYPE 25 ASJ SALVAGED AS DIRECTED BY THE OWNER. EQUIPMENT, FIXTURES, PIPING, DEVICES, ETC. SHALL NOT BE REMOVED FROM U p E UU l� LIU E ED INDICATED ON THE ARCHITECTURAL DRAWINGS. AS BUILT DRAWINGS KNAUF — PIPE INSULATION WITH ASJ THE PREMISES WITHOUT THE OWNER'S APPROVAL. EP BUILDS. EP KNOWS. EP CARES. CERTAINTEE) - TYPE 500 SNAP-ON WITH ASJ MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN THE MANUFACTURER OF FIXTURES, APPLIANCES, PIPES MANMI IF - MICRO-LOK 650 WITH AP JACKET WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE OWNER'S AND PROJECT SCHEDULE AND PHASING. 212.B7.6190 TEL AND PIPE FITTINGS OF TYPES AND SIZES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR PROVIDE A COMPLETE SET OF LANDLORD AND EP ENGINEERING.. BUILT DRAWINGS REFLECTING AS—BUILT DRAWINGS SHALL INDICATE INSTALLED CONDITIONSICATE ALL INSTALLED CONDITIONS BOTH THE BUILDING IONS OF SYSTEMS WITHIN PROVIDE TEMPORARY SERVICES AND CONNECTIONS TO ACCOMMODATE THESE REQUIREMENTS. THE SHUTDOWN OR 212.9%.W91 FAX SERVICE FOR NOT LESS THAN 5 YEARS. TRANSFERENCE OF SYSTEMS SHALL BE COORDINATED WITH THE OWNERS REQUIREMENTS. THIS DISCIPLINE. DRAWINGS SHALL BE OF SIMILAR SCALE AS THE CONSTRUCTION DOCUMENTS AND INCLUDE DETAILS AS D.TYPE G — FIBERGLASS INSULATION FOR VALVES, FITTINGS, FLANGES (VAPOR SEAL INSULATION). 110 WILLIAM STREET DRAWINGS SHALL BE BOUND IN A COMPLETE AND MATERIAL QUALIFICATIONS: SHALL CONFORM TO ALL LOCAL, STATE, AND NATIONAL/FEDERAL CODES AND REGULATIONS NECESSARY TO CLEARLY REFLECT THE INSTALLED CONDITION. 32ND FL WHICH MAY APPLY AND NOTHING IN THESE SPECIFICATIONS SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH CONSECUTIVE SET. SUPPLEMENTAL SKETCHES AND LOOSE PAPERWORK WILL NOT BE ACCEPTABLE AND WILL BE MOLDED, FACTORY—FORMED FIBROUS GLASS WITH 3.5 PCF MINIMUM DENSITY, MAX. K = .3 AT 200F, MEAN, RATED TO ALL PIPING TO REMAIN SHALL BE PROPERLY PLUGGED, VALVED, CAPPED AND/OR BY PASSED SUCH THAT UPON RETURNED FOR REVISION. THE CONTRACTOR SHALL COMPLY WITH THE ENGINEERS COMMENTS TO PRODUCE A CLEAR AND 450 DEGREE F. ALL JOINTS TO BE SEALED WITH VAPOR BARRIER ADHESIVE AND WRAPPED WITH GLASS MESH TAPE. COMPLETION OF WORK ALL ABANDON SYSTEMS ARE PROPERLY CONCEALED, AND THAT EXISTING SYSTEMS TO REMAIN, NEW YORK, NY 10038 CODES OR REGULATIONS. CONCISE SET OF DRAWINGS. DRAWINGS SHALL BE SUBMITTED IN BOTH HARD COPY AND ELECTRONIC. EACH FITTING TO BE FINISHED WITH TWO COATS OF BENJAMIN FOSTER 30-36 VAPOR SEAL. REMAIN OPERATIONAL. ww.EPENGINEERING.cDm WELDING: QUALIFY WELDING PROCEDURES, WELDERS, AND OPERATORS IN ACCORDANCE WITH ASME B31.1, OR ASME PROVIDE "AS—BUILT DRAWINGS" INDICATING IN A NEAT AND ACCURATE MANNER A COMPLETE RECORD OF ALL REVISIONS B31.9, AS APPLICABLE. CERTIFY WELDING OF PIPING WORK USING STANDARD PROCEDURE SPECIFICATIONS BY, AND OF THE ORIGINAL DESIGN OF THE WORK. INDICATE THE FOLLOWING INSTALLED CONDITIONS: VALVES NO DEAD ENDS SHALL BE LEFT ON ANY PIPING SYSTEMS UPON COMPLETION OF WORK. WELDERS TESTED UNDER SUPERVISION OF, NATIONAL CERTIFIED PIPE WELDING BUREAU (NCPWB). INCLUDE ALL CHANGES AND AN ACCURATE RECORD ON REPRODUCTIONS OF THE CONTRACT DRAWINGS OR APPROPRIATE GENERA: APPROVED MANUFACTURERS; APOLLO, MILWAUKEE VALVE EXISTING EXPOSED PIPING SYSTEMS NOT TO BE REUSED, AND NOT SPECIFICALLY NOTED FOR REMOVAL SHALL BE Architect: BRAZING: CERTIFY BRAZING PROCEDURES, GRAZERS, AND OPERATORS IN ACCORDANCE WITH ASME BOILER AND PRESSURE SHOP DRAWINGS, OF ALL DEVIATIONS, BETWEEN THE WORK SHOWN AND WORK INSTALLED. COMPLETELY REMOVED. BARB VESSEL CODE, SECTION IX, FOR SHOP AND JOB—SITE BRAZING OF PIPING WORK. REFER TO SCHEDULE ON DRAWING. Architecture And Buildings MAINS AND BRANCHES OF PIPING SYSTEMS, WITH VALVES AND CONTROL DEVICES LOCATED AND NUMBERED, CONCEALED ALL SYSTEMS SHALL BE LEFT IN WORKING ORDER TO THE SATISFACTION OF THE OWNER UPON COMPLETION OF ALL NEW 234 South Main St#403 RELATED DOCUMENTS UNIONS LOCATED, AND WITH ITEMS REQUIRING MAINTENANCE LOCATED I.E., TRAPS, STRAINERS, EXPANSION WORK. Middletown, CT 06457,T:202-236-8036 ( BASIS OF DESIGN: BALL VALVES — APOLLO VALVES MODEL IDLE-100 OR IDLE-300 DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND COMPENSATORS, TANKS, ETC.). VALVE LOCATION DIAGRAMS, COMPLETE WITH VALVE TAG CHART. MILWAUKEE VALVE MODEL UPB100 OR UPBA150 Owner: DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. GNTE VALVE — APOLLO VALVES MODEL 102T—LF ALL EXISTING EXPOSED, UNNECESSARY PIPING RELATED TO NEW WORK SHALL BE COMPLETELY REMOVED. Abigail Nitka&Ulgur Aydin EQUIPMENT LOCATIONS (EXPOSED AND CONCEALED), DIMENSIONED FROM PROMINENT BUILDING LINES. MILWAUKEE VALVE MODEL UP115 165 North 10th Street DEFINITIONS C IECK VALVES —APOLLO VALVES MODEL 161T—LF ALL PIPING NEW AND EXISTING TO REMAIN SHALL BE CONCEALED. RE—ROUTE OR REMOVE ALL EXISTING PIPING, AND Brooklyn, NY 11211 APPROVED SUBSTITUTIONS, CONTRACT MODIFICATIONS, AND ACTUAL EQUIPMENT AND MATERIALS INSTALLED. SYSTEMS WHERE NECESSARY TO AVOID NEW EQUIPMENT, STRUCTURAL, MASONRY WORK OR AS REQUIRED BY THE MILWAUKEE VALVE MODEL UP509 FINISHED SPACES: SPACES OTHER THAN MECHANICAL AND ELECTRICAL EQUIPMENT ROOMS, FURRED SPACES, PIPE PROPOSED ALTERATIONS. Structural Engineer: CHASES, UNHEATED SPACES IMMEDIATELY BELOW ROOF, SPACES ABOVE CEILINGS, UNEXCAVATED SPACES, CRAWLSPACES, CONTRACT MODIFICATIONS, ACTUAL EQUIPMENT AND MATERIALS INSTALLED. BALANCING VALVE — CALEFFI MODEL 130 SERIES Silman AND TUNNELS. BACKWATER VALVE — JAY R SMITH MODEL 7022S PLUMBING FIXTURES 32 Old Slip, 10th Floor SUBMIT FOR REVIEW BOUND SETS OF THE REQUIRED DRAWINGS, MANUALS AND OPERATING INSTRUCTIONS. BACKWATER VALVE WITH MANUAL SHUT OFF — JAY R SMITH MODEL 715OBS New York, NY 10005,T:212-620-7970 EXPOSED, INTERIOR INSTALLATIONS: EXPOSED TO MEW INDOORS. EXAMPLES INCLUDE FINISHED OCCUPIED SPACES AND THE FIXTURES SHALL BE FURNISHED COMPLETE WITH CHROME PLATING ON EXPOSED PIPING OR TRIM. PROVIDE ANCHOR MECHANICAL EQUIPMENT ROOMS. SHOP DRAWINGS MEP Engineer: PIPE SLEEVES AND SEALS BOLTS, HANGERS, STRAINERS, FAUCETS AND OTHER INCIDENTAL ITEMS FURNISHED AS STANDARD. PROVIDE LOOSE KEY EP Engineering EXPOSED, EXTERIOR INSTALLATIONS: EXPOSED TO VIEW OUTDOORS OR SUBJECT TO OUTDOOR AMBIENT TEMPERATURES PROVIDE HYDRAULIC CALCULATION SUMMARY ON SHOP DRAWINGS INCLUDING DESIGN CRITERIA, PRESSURE STOPS AT EVERY FIXTURE. ALL SUPPLY FITTINGS AND EXPOSED FIXTURE TRIM SHALL BE ALL BRASS, CHROME PLATED. 110 William St AND WEATHER CONDITIONS. EXAMPLES INCLUDE ROOFTOP LOCATIONS. AND GPM REQUIRED, PRESSURE AND GPM AVAILABLE. LABEL OCCUPANCY OF ALL SPACES. CLEARLY LABEL MASONRY WALLS ANC SLABS: SCHEDULE 40 GALVANIZED STEEL PIPE WITH INTEGRAL WATER STOP. New York, NY 11038 ALL PIPING AND EQUIPMENT INCLUDING SIZES, MAKES, MODELS, ETC. PROVIDE A FULL HEIGHT BUILDING EXAMINE ROUGHING—IN WORK OF POTABLE WATER AND WASTE PIPING SYSTEMS TO VERIFY ACTUAL LOCATIONS OF PIPING CONCEALED, INTERIOR INSTALLATIONS: CONCEALED FROM VIEW AND PROTECTED FROM PHYSICAL CONTACT BY BUILDING CROSS SECTION INCLUDING SPRINKLER RISER DIAGRAM. CONTRACTOR TO PROVIDE NEW (LESS THAN 1 YEAR SLEEVE ADAPTERS: COATED CAST IRON, EQUIPPED WITH FLASHING CLAMP. CONNECTIONS PRIOR TO INSTALLING FIXTURES. CORRECT ANY INCORRECT LOCATION OF PIPING, AND OTHER Landscape Architect: OCCUPANTS. EXAMPLES INCLUDE ABOVE CEILINGS AND IN CHASES. OLD) WATER FLOW DATA (WHERE APPLICABLE) WHICH SHALL BE UTILIZED TO HYDRAULICALLY CALCULATE UNSATISFACTORY CONDITIONS FOR INSTALLATION OF PLUMBING FIXTURES. DO NOT PROCEED WITH WORK UNTIL Nishiel Patel Design OfficeUNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN A MANNER ACCEPTABLE TO THE ENGINEER. ALL ROUGH—IN TO 372 Jefferson Ave CONCEALED, EXTERIOR INSTALLATIONS: CONCEALED FROM VIEW AND PROTECTED FROM WEATHER CONDITIONS AND FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13. CONTRACTOR SHALL SEAL ALL PENETRATIONS THROUGH PARTITIONS, SLABS AND/OR CEILINGS WITH A U.L. APPROVED PLUMBING FIXTURES SHALL CONFORM TO FIXTURE MANUFACTURER PUBLISHED ROUGH—IN DIMENSIONS, AND Brooklyn, NY SMOKE STOP TO MAINTAIN THE INTEGRITY OF THE RESPECTIVE RATING INCLUDING SMOKE TIGHT PARTITIONS. REQUIREMENTS. PHYSICAL CONTACT BY BUILDING OCCUPANTS BUT SUBJECT TO OUTDOOR AMBIENT TEMPERATURES. EXAMPLES INCLUDE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMISSION OF ALL EQUIPMENT SHOWN ON THE CONTRACT FIRE/ INSTALLATIONS WITHIN UNHEATED SHELTERS. DOCUMENTS. CONTRACTOR SHALL CLEARLY INDICATE WHEN THE EQUIPMENT, INSTALLATION METHOD, ETC. ARE Civil Engineer: SUBMITTED AS AN ALTERNATE TO THE DESIGN. ALTERNATES SHALL BE SUBMITTED WITH AN ASSOCIATED MISCELLANEOUS PLUMBING SPECIALTIES UPON COMPLETION OF INSTALLATION OF PLUMBING FIXTURES AND AFTER UNITS ARE WATER PRESSURIZED, TEST FIXTURES TBD (QUALITY ASSURANCE CREDIT TO BE PROVIDED TO THE OWNER THAT SHALL BE PROVIDED IF THE ALTERNATE IS APPROVED. TO DEMONSTRATE CAPABILITY AND COMPLIANCE WITH REQUIREMENTS. CORRECT MALFUNCTIONING UNITS AT SITE, THEN WATER HAMMER ARRESTORS: SHALL BE INSTALLED AT EVERY QUICK CLOSING PLUMBING FIXTURE OR PIECE OF EQUIPMENT. RETEST TO DEMONSTRATE COMPLIANCE; OTHERWISE, REMOVE AND REPLACE WITH NEW UNITS AND PROCEED WITH STEEL SUPPORT WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO AWS D1.1, "STRUCTURAL WELDING PIPE MATERIALS SHALL BE PISTON—TlPE, SEAMLESS, SIZED AS PER MANUFACTURER'S INSTALLATION REQUIREMENTS. SHALL BE ABLE TO BE RETESTING. CODE--STEEL." INSTALLED IN ANY ORIENTATION. REFER TO SCHEDULE ON DRAWING. INSPECT EACH INSTALLED UNIT FOR DAMAGE TO FINISH. IF DAMAGED, RESTORE AND MATCH FINISH TO ORIGINAL AT SITE STEEL PIPE WELDING: QUALIFY PROCESSES AND OPERATORS ACCORDING TO ASME BOILER AND PRESSURE VESSEL CODE:SECTION IX, "WELDING AND BRAZING QUALIFICATIONS. PIPE LABELS MANUFACTURER: SIOUX CHIEF 650 SERIES TO THE SATISFACTION OF THE ARCHITECT/ENGINEER; OTHERWISE, REMOVE FIXTURE AND REPLACE WITH NEW UNIT. " REMOVE CRACKED OR DENTED UNITS AND REPLACE WITH NEW UNITS. COMPLY WITH PROVISIONS IN ASME B31 SERIES, "CODE FOR PRESSURE PIPING." GENERAL REQUIREMENTS FOR MANUFACTURED PIPE LABELS: PREPRINTED, COLOR—CODED, WITH LETTERING INDICATING AIR VENT: BRONZE BODY, STAINLESS STEEL TRIM AND FLOAT, THREADED INLET AND OUTLET; 150 PSI WWP. SERVICE, AND SHOWING FLOW DIRECTION. CLEAN PLUMBING FIXTURES, TRIM, AND STRAINERS OF DIRT AND DEBRIS UPON COMPLETION OF INSTALLATION. CERTIFY THAT EACH WELDER HAS PASSED AWS QUALIFICATION TESTS FOR WELDING PROCESSES INVOLVED AND THAT PRETENSIONED PIPE LABELS: PRECRLLED, SEMIRIGID PLASTIC FORMED TO COVER FULL CIRCUMFERENCE OF PIPE AND TO MANUFACTURER: SARCO 13W SERIES. SET FIXTURES LEVEL AND UNIFORMLY, WITH CONNECTIONS AT RIGHT ANGLES TO WALL AND PROPERLY CENTERED. LAY OUT ROUGHING ACCURATELY AND IN COORDINATION WITH SPACE AND FINISH REQUIREMENTS. IF FIELD CUT—OUTS AND CERTIFICATION IS CURRENT. ATTACH TO PIPE WITHOUT FASTENERS OR ADHESIVE. HOLES ARE REQUIRED USE PROPER CUTTING AND DRILLING TOOLS TO MAINTAIN INTEGRITY OF FINISHED SURFACE. � SELF—ADHESIVE PIPE LABELS: PRINTED PLASTIC WITH CONTACT—TYPE, PERMANENT—ADHESIVE BACKING. LEAK DETECTORS: SHALL BE INSTALLED AT FIXTURE IN WHICH FLOODING IS LIKELY. FIXTURES INCLUDE ALL WASHING PROVIDE CUT—OUT TEMPLATES FOR COUNTERTOP INSERT OR UNDERMOUNT ITEMS. CHARACTERISTIC. FOR PLUMBING EQUIPMENT: EQUIPMENT OF HIGHER ELECTRICAL CHARACTERISTICS MAY BE MACHINES, WATER HEATERS, REDUCED PRESSURE ZONE ASSEMBLY BACKFLOW PREVENTION DEVICES, REDUCED PRESSURE FURNISHED PROVIDED SUCH PROPOSED EQUIPMENT IS APPROVED IN WRITING AND CONNECTING ELECTRICAL SERVICES, PIPE LABEL CONTENTS: INCLUDE IDENTIFICATION OF PIPING SERVICE USING SAME DESIGNATIONS OR ABBREVIATIONS AS DETECTOR ASSEMBLY BACKFLOW PREVENTION DEVICES, EJECTOR AND SUMP PUMPS, FIRE PUMPS AND ALL SIMILAR CIRCUIT BREAKERS, AND CONDUIT SIZES ARE APPROPRIATELY MODIFIED. IF MINIMUM ENERGY RATINGS OR EFFICIENCIES USED ON DRAWINGS, PIPE SIZE, AND AN ARROW INDICATING FLOW DIRECTION. EQUIPMENT. LEAK DETECTORS SHALL BE PROVIDED WITH CONNECTION TO LOCAL SECURITY OR FIRE ALARM SYSTEM WHERE LOCATE WASTE OUTLETS AND WATER SUPPLIES AT CONSTANT HORIZONTAL LEVELS, WITH WASTE OUTLET CENTERED ON ARE SPECIFIED, EQUIPMENT SHALL COMPLY WITH REQUIREMENTS. AVAILABLE. WHERE NEITHER IS AVAILABLE A LOCAL ALARM SHALL BE PROVIDED IN A REGULARLY MONITORED LOCATION. FIXTURE DRAIN CONNECTION AND WATER SUPPLIES SPACED EQUALLY TO RIGHT AND LEFT. FLOW—DIRECTION ARROWS: INTEGRAL WITH PIPING SYSTEM SERVICE LETTERING TO ACCOMMODATE BOTH DIRECTIONS OR CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL WIRING TO THESE SYSTEMS WITH THE RESPONSIBLE CONTRACTOR IN PRINT ISSUE DATE DELIVERY, STORAGE, AND HANDLING AS SEPARATE UNIT ON EACH PIPE LABEL TO INDICATE FLOW DIRECTION. FIELD. FIXTURES: NEW, COMPLETE WITH TRIMMINGS AND FITTINGS, INCLUDING FAUCETS, CARRIERS, SUPPLIES, STOPS, TRAPS, Issued For CD Review 04/14/23 TAILPIECES, WASTE PLUGS, CASINGS, HANGERS, PLATES, BRACKETS, ANCHORS, SUPPORTS, HARDWARE AND FASTENING DELIVER PIPES AND TUBES WITH FACTORY—APPLIED END CAPS. MAINTAIN END CAPS THROUGH SHIPPING, STORAGE, AND LETTERING SIZE: AT LEAST 1-1/2 INCHES HIGH. MANUFACTURER: ONSITE PROINC. SAFE 'N' SOUND FLOODSTOP OR APPROVED EQUAL. DEVICES. Issued For Construction 05/12123 HANDLING TO PREVENT PIPE END DAMAGE AND TO PREVENT ENTRANCE OF DIRT, DEBRIS, AND MOISTURE. STORE PLASTIC PIPES PROTECTED FROM DIRECT SUNLIGHT. SUPPORT TO PREVENT SAGGING AND BENDING. VALVE TAGS WATER HEATERS AND WASHING MACHINES SHALL BE PROVIDED WITH AUTOMATIC SOLENOID VALVE SHUTOFFS THAT CUT OFF STAINLESS STEEL: TYPE 302, 304, 316, OR 317, AS NOTED, SOUND DEADENED. COORDINATION VALVE TAGS: STAMPED OR ENGRAVED WITH 1/4—INCH LETTERS FOR PIPING SYSTEM ABBREVIATION AND 112—INCH SUPPLY WATER LINES UPON DETECTION OF A LEAK. TRIMMINGS AND FITTINGS: CONSTRUCT OF FORGED, CAST, ROLLED OR EXTRUDED BRASS OR BRONZE WITH MONEL AND NUMBERS. WATER METERS: SHALL BE HONEYWELL ELSTER MODEL EVOQ4 OR APPROVED EQUAL. BE METER SHALL BE CONSTRUCTED OTHER SUITABLE NON—CORROSIVE PARTS: DESIGNED WITH EASILY RENEWABLE PARTS THAT ARE SUBJECT TO WEAR OR PREPARE AND SUBMIT COORDINATION DRAWINGS. REFER TO OTHER DIVISION 15 SECTIONS FOR REQUIREMENTS. TAG MATERIAL: BRASS, 0.032—INCH MINIMUM THICKNESS, AND HAVING PREDRILLED OR STAMPED HOLES FOR ATTACHMENT OF A 316 STAINLESS STEEL FLOW TUBE, 316 STAINLESS STEEL JOINT PIPES TO EXTEND METER TO AWWA LAY LENGTH, DETERIORATION. NO DIE CASTINGS AND STAMPINGS OTHER THAN BRASS OR STAINLESS STEEL. HARDWARE. EPDXY COATED DUCTILE IRON FLANGES, A 304 STAINLESS STEEL OUTER CASE, AND TEMPERED GLASS LENS SEALED LCD CLOSELY SCHEDULE THE WORK SO THAT WORK WILL BE INSTALLED AT THE PROPER TIME WITHOUT DELAYING THE FASTENERS: BRASS WIRE—LINK OR BEADED CHAIN; OR S—HOOK. DISPLAY. THE WATER, METER SHALL HAVE NO MOVING PARTS TO ENSURE NO DAMAGE CAN BE INFLICTED FROM ALL STOPS AND SUPPLIES SHALL BE MANUFACTURED BY BRASSCRAFT MANUFACTURING COMPANY OR APPROVED EQUAL. COMPLETION OF THE ENTIRE PROJECT. PARTICULATES IN THE WATER SUPPLY. ACCURACY IN THE NORMAL FLOW RANGE SHALL BE COMPARABLE TO AWWA C701, VALVE SCHEDULES: FOR EACH PIPING SYSTEM, ON 8-1/2—BY-1I—INCH BOND PAPER. TABULATE VALVE NUMBER, AWWA C702, AWWA C703 AND AWWA C712 IN BOTH FORWARD AND REVERSE FLOW DIRECTION. THE BATTERY POWERED PENETRATIONS THROUGH FIRE SEPARATIONS WHERE THE WORK WILL BE INSTALLED IN CLOSE PROXIMITY TO THE WORK OF OTHER TRADES, OR WHERE THERE IS PIPING SYSTEM, SYSTEM ABBREVIATION (AS SHOWN ON VALVE TAG), LOCATION OF VALVE (ROOM OR SPACE), ELECTROMAGNETIC METER SHALL HAVE A SAMPLING RATE OF AT LEAST 50OMS AND MAINTAIN A 10 YEAR BATTERY LIFE EVIDENCE THAT THE WORK WILL INTERFERE WITH THE WORK OF OTHER TRADES, ARRANGE SPACE CONDITIONS TO MAKE A NORMAL—OPERATING POSITION (OPEN, CLOSED, OR MODULATING), AND VARIATIONS FOR IDENTIFICATION. MARK VALVES (WITH SEALED BATTERY SUPPLY) AT THIS SAMPLING RATE. METER SHALL MEET ALL REQUIREMENTS OF THE LOCAL WATER SATISFACTORY ADJUSTMENT. IF WORK IS INSTALLED BEFORE COORDINATING WITH OTHER TRADES, MAKE NECESSARY FOR EMERGENCY SHUTOFF AND SIMILAR SPECIAL USES. DEPARTMENT AND BE EQUIPPED WITH A PULSE MODULE FOR BMS INTEGRATION. FIRE AND SMOKE SEAL: UL LISTED, APPROVED AND TESTED FIRE AND/OR SMOKE SEALING MATERIAL INSTALLED IN ALL CHANGES TO THE WORK TO CORRECT THE CONDITION WITHOUT ADDITIONAL COST TO THE OWNER. FIRE AND/OR SMOKE RATED FLOOR AND PARTITIONS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. VALVE—TAG SCHEDULE SHALL BE INCLUDED IN OPERATION AND MAINTENANCE DATA. MANUFACTURER: WATER HEATER MODELS SHALL BE PROVIDED WITH OPTIONAL REPLACEABLE BATTERY. CONTRACTOR SHALL COORDINATE PENETRATION DETAILS WITH ARCHITECTURAL DESIGN DRAWINGS (WHERE PREPARE COMPLETE SET OF DRAWINGS SHOWING ALL NECESSARY SLAB OPENINGS AND STRUCTURAL SUPPORTS THAT APPLICABLE). CONTRACTOR SHALL REVIEW REQUIRED RATINGS WITH ARCHITECTURAL DRAWINGS PRIOR TO REQUIRE STRUCTURAL FRAMING. DRAWINGS SHALL CLEARLY INDICATE SIZES AND LOCATION RELATIVE TO ESTABLISHED SIGNAGE SEALING. COLUMN LINES. DRAWINGS SHALL BE COMPLETED IN SUFFICIENT TIME TO ALLOW FOR STRUCTURAL STEEL FABRICATION ACCESS DOORS IN WALLS AND CEILINGS SO AS NOT TO DELAY PROJECT SCHEDULE. GAS METER ROOMS: GAS METER ROOMS SHALL BE CLEAR OF STORAGE AT ALL TIMES. GAS METER ROOMS SHALL HAVE DOOR SIGNAGE INDICATING "GAS METER ROOM — NO STORAGE PERMITTED." AT EACH VALVE, CLEANOUT OR PLUMBING DEVICE REQUIRING ACCESS, FURNISH AN ACCESS DOOR. RIGID CONSTRUCTION DISINFECTION OF POTABLE WATER SYSTEM SHOP DRAWING SUBMISSIONS SHALL DEMONSTRATE A KNOWLEDGE OF THE WORK OF OTHER TRADES, AND SHALL SHOW WITH TWO HINGES AND A LATCH. IN PLENUM CEILINGS, PROVIDE FELT BETWEEN THE DOOR AND FRAME TO MAKE AN AIR THE LOCATIONS OF THE WORK OF OTHER TRADES WHICH AFFECTS THE WORK OF THIS CONTRACT. PIPE HANGERS SUPPORTS SEISMIC RESTRAINT AND VIBRATION ISOLATION TIGHT SEAL. ACCESS DOORS SHALL BE FLUSH MOUNTED, PRIME COATED WITH RUST INHIBITIVE PAINT, CONCEALED POTABLE WATER SYSTEMS SHALL BE DISINFECTED IN ACCORDANCE WITH STATE AND LOCAL CODES BUT BY NOT LESS FRAME, FLUSH SCREW DRIVER OPERATED LOCKS WITH METAL CAMS AND ANCHORS AS REQUIRED. REFER TO THAN ONE OF THE FOLLOWING METHODS BEFORE T IS PLACED IN OPERATION: ARRANGE FOR PIPE SPACES, CHASES, SLOTS, AND OPENINGS IN BUILDING STRUCTURE DURING PROGRESS OF ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. CONSTRUCTION, TO ALLOW FOR PLUMBING INSTALLATIONS. SEISMIC RESTRAINT: PROVIDE SEISMIC RESTRAINT OF ALL PLUMBING EQUIPMENT AND SYSTEMS IN ACCORDANCE WITH CITY BUILDING CODE REQUIREMENTS AND ALL TENANT GUIDELINES. SUBMIT SHOP DRAWINGS SIGNED AND SEALED BY A ACCESS DOOR SIZES SHALL BE: THE SYSTEM, OR PART THEREOF, SHALL BE FILLED WITH A SOLUTION CONTAINING 50 PARTS PER MILLION OF AVAILABLE COORDINATE INSTALLATION OF REQUIRED SUPPORTING DEVICES AND SET SLEEVES IN POURED—IN—PLACE CONCRETE AND LICENSED PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF THE PROJECT INDICATING ALL NECESSARY COMPONENT CHLORINE AND ALLOWED TO STAND 24 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. OTHER STRUCTURAL COMPONENTS AS THEY ARE CONSTRUCTED. CUTS, PLAN LOCATIONS AND CALCULATIONS FOR A COMPLETE SYSTEM. REFER TO OTHER DIVISION 15 REQUIREMENTS. 12" X 12" AT EASILY ACCESSIBLE ITEMS. 16" X 16" WHERE PARTIAL BODY ACCESS IS REQUIRED. PROJECT: THE SYSTEM, OR PART THEREOF, SHALL BE FILLED WITH A SOLUTION CONTAINING 200 PARTS PER MILLION OF AVAILABLE COORDINATE REQUIREMENTS FOR ACCESS PANELS AND DOORS FOR PLUMBING ITEMS REQUIRING ACCESS THAT ARE PROVIDE NECESSARY STRUCTURAL MEMBERS, HANGERS AND SUPPORTS OF APPROVED DESIGN TO KEEP PIPING IN PROPER 24" X 24" WHERE FULL BODY ACCESS IS REQUIRED. CHLORINE AND ALLOWED TO STAND 3 HOURS BEFORE FLUSHING AND RETURNING TO SERVICE. CONCEALED BEHIND FINISHED SURFACES. ACCESS PANELS AND DOORS ARE SPECIFIED IN DIVISION 8 SECTION "ACCESS ALIGNMENT AND PREVENT TRANSMISSION OF INJURIOUS THRUSTS AND VIBRATIONS. IN ALL CASES WHERE HANGERS, DOORS AND FRAMES." BRACKETS, ETC., ARE SUPPORTED FROM CONCRETE CONSTRUCTION, DO NOT WEAKEN CONCRETE OR PENETRATE MANUFACTURER: MILCOR TYPE M SERIES, CESCO SERIES. TESTS Green port House WATERPROOFING. ALL HANGERS AND SUPPORTS SHALL BE CAPABLE OF SCREW ADJUSTMENT AFTER PIPING IS ERECTED. COORDINATION DRAWINGS HANGERS BUILDING STRUCTURELINPOSUCHGAPIPING EPANDNG INTO MANNERXTHATIHORIZOTALOADJUSTMENT PERPENDICULAR TO THE S AND OFFSETS SHALL BE SRUN ROF PPNGED TO ESUPPORTED MAY GENERAL: TEST PLUMBING SYSTEMS TO SATISFACTION OF BUILDING OFFICIAL. DO NOT CLOSE IN, CONCEAL, OR COVER 1360 9th Street SHEET METAL AND STRUC U�RALUMBING AND FIRE DRAW DRAWINGS SHALL BEOTECTION SUB SUBMITOP DRAWINGS TED ENGINEER FORT HAVE REVIW.BEEN DRAW DRAWINGS (NATED MUST BE RETURNEDARCHITECTURAL IN MADE TO THE VERTICAL ANDODATE HORIZOTALL DIEMENT DUE TO ECTION, AS REQUIRED. NHANGERSSUCH N CONTACT WITHSHALL COPPER OR BRASSADJUSTED PIPE EXECUTION UP ANY PLUMBING WORK UNTIL IT HAS BEEN TESTED, INSPECTED, AND APPROVED. Green port, NY 11944 ENGINEER EITHER "REVIEWED" OR "FURNISH AS CORRECTED" PRIOR TO BEING USED AS BASIS FOR COORDINATION SHALL BE DIELECTRIC, COMPATIBLE WITH COPPER AND BRASS ALLOY OR PROVIDED WITH FELT SLEEVE. THIS CONTRACTOR SHALL INFORM HIMSELF FROM THE GENERAL CONSTRUCTION SPECIFICATIONS AND PLANS, OF THE FLUSH PIPING, PRIOR TO TESTING, TO REMOVE FOREIGN MATERIALS WHICH MAY HAVE ENTERED DURING COURSE OF DRAWINGS. INSULATION EXACT DIMENSION OF FINISHED WORK AND OF THE HEIGHT OF FINISHED CEILINGS IN ALL ROOMS WHERE EQUIPMENT OR INSTALLATION. PIPES ARE TO BE PLACED AND ARRANGE HIS WORK IN ACCORDANCE WITH THE SCHEDULE OF INTERIOR FINISHES, AS AFTER SHEET METAL AND PIPING DRAWINGS HAVE BEEN REVISED PER ENGINEERS COMMENTS, REPRODUCIBLE COPIES ALL PIPE HANGERS FOR DOMESTIC WATER SYSTEMS SHALL BE COPPER AND PROVIDED WITH INSULATION SHIELDS. INDICATED ON THE ARCHITECTURAL DRAWINGS. REPAIR ALL LEAKS, DEFECTS OR DAMAGE REVEALED BY THE RESULTS OF THE TESTING AND RE—TEST THE SYSTEM. SHALL BE SENT TO THE OTHERS TRADES IN THE FOLLOWING SEQUENCE FOR THE INCLUSION OF THEIR WORK: PLUMBING CONTRACTOR MANUFACTURERS: MANUFACTURER'S QUALIFICATIONS: FIRMS REGULARLY ENGAGED IN THE MANUFACTURER OF FIXTURES, APPLIANCES, PIPES DO NOT INSULATE OR CONCEAL PIPING UNTIL THE SYSTEM HAS BEEN TESTED AND THE RESULTS APPROVED. ELECTRICAL WORK AND PIPE FITTINGS CF TYPES AND SIZES REQUIRED, WHOSE PRODUCTS HAVE BEEN IN SATISFACTORY USE IN SIMILAR MECHANICAL PIPING COOPER B—LINE, INC SERVICE FOR NOT LESS THAN 5 YEARS. PERFORM TESTS IN THE PRESENCE OF THE AUTHORITY HAVING JURISDICTION. NOTIFY ARCHITECT AND/OR ENGINEER. DOB NOW P #: ## SPRINKLER PIPING HILT`, INC. MATERIAL QUALIFICATIDNS: SHALL CONFORM TO ALL LOCAL, STATE, AND NATIONAL/FEDERAL CODES AND REGULATIONS KINEMATICS NOISE CONTROL TESTING OF NATURAL GAS: NATURAL GAS PIPING SHALL BE TESTED IN ACCORDANCE WITH THE NEW YORK CITY FUEL GAS PRIOR TO INCLUSION OF SPRINKLER PIPING AND EQUIPMENT, CONTRACTOR SHALL HAVE SUBMITTED SPRINKLER PLANS MASON INDUSTRIES WHICH MAY APPLY AND NOTHING IN THESE SPECIFICATIONS SHALL BE INTERPRETED AS AN INFRINGEMENT OF SUCH CODE — 2014 AS MODIFIED BY NYC TECHNICAL BULLETIN 2017-001. CONTRACTOR IS RESPONSIBLE FOR ALL AND CALCULATIONS TO ENGINEER FOR REVIEW AND TO RATING BUREAU FOR REVIEW. TOLCO INCORPORATED CODES OR REGULATIONS. TELLTALE/BLEED VALVES, TEMPORARY TEST TEES AND ALL OTHER ACCESSORIES REQUIRED FOR PROPER PRESSURE AFTER ALL TRADES HAVE INCLUDED THEIR WORK ON THE COORDINATION DRAWING AND NOTED CONFLICTS, ALL TRADES UNISTRUT WELDING: QUALIFY WELDING PROCEDURES, WELDERS, AND OPERATORS IN ACCORDANCE WITH ASME B31.1, OR ASME TESTING. CONTRACTOR SHALL PERFORM ALL TESTING IN A SAFE MANNER IN KEEPING WITH THE REQUIREMENTS OF NEW YORK CITY AND THE LOCAL NATURAL GAS UTILITY COMPANY. SHALL MEET TO RESOLVE CONFLICTS AND AGREE TO ACCEPTABLE SOLUTIONS. EACH TRADE SHALL SIGN COORDINATION B31.9, AS APPLICABLE. CERTIFY WELDING OF PIPING WORK USING STANDARD PROCEDURE SPECIFICATIONS BY, AND DrawingTitle: DRAWINGS. ITEMS NOT SHOWN ON COORDINATION DRAWING IS RESPONSIBILITY OF OMITTING CONTRACTOR AND INSULATION WELDERS TESTED UNDER SUPERVISION OF, NATIONAL CERTIFIED PIPE WELDING BUREAU (NCPWB). SIGN OFF CONTRACTOR IS SUBJECT TO ADDITIONAL COSTS INCURRED BY OTHER TRADES. PLUMBING SPECIFICATIONS REFER TO SCHEDULE ON SHEET P-600. BRAZING: CERTIFY BRAZING PROCEDURES, BRAZERS, AND OPERATORS IN ACCORDANCE WITH ASME BOILER AND PRESSURE THE ARCHITECT AND ENGINEER ARE NOT PART OF THE COORDINATION DRAWING PROCESS. THE ENGINEER WILL PROVIDE THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE FOLLOWING ITEMS, IN ADDITIONAL TO ASSISTANCE RELATIVE TO ACCEPTABILITY OF INSTALLATIONS. ALL INSULATING MATERIALS SHALL COMPLY WITH THE FOLLOWING RATINGS: VESSEL CODE, SECTION IX, FOR SHOP AND JOB—SITE BRAZING OF PIPING WORK. COMPLETION OF THE WORK SHOWN ON THE CONTRACT DOCUMENTS, PRIOR TO SIGN OFF: SUBMIT FINAL SIGNED COORDINATION DRAWING TO ENGINEER FOR REVIEW. ENGINEER WILL REVIEW FOR ACCEPTABILITY OF COORDINATION OF WORK 1. COMPLETE AS—BUILT DRAWINGS (SEE AS—BUILTS SECTION). INSTALLATIONS. FLAMESPREAD —25 2. COMPLETE EQUIPMENT 0&M MANUALS (DELIVERED IN OWNER'S PREFERRED FORMAT). Engineer o Date: 4114/23 SMOKE DEVELOPED —50 3. START—UP DOCUMENTATION FOR ALL EQUIPMENT. �pF NEW roject No: 4. PROOF OF COMPLETION OF ALL RELATED SPECIAL INSPECTION ITEMS. o M. 49 R y0 2022.117 *� Scale: AS NOTED n i � M � Drawn:KM Checked:JR 41 Drawing : IT IS A VIOLATION FOR ANY PERSON, UNLESS HE OR SHE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND SURVEYOR, TO ALTER AN ITEM ON THIS PLAN IN ANY WAY PURSUANT DRAWINGS do SPECIFICATIONS AS INSTRUMENTS OF PROFESSIONAL SERVICE ARE, AND SHALL REMAIN, THE PROPERTY OF EP ENGINEERING, LLC. NO REPRODUCTION, IN THIS PLAN IS APPROVED BY THE CITY ONLY FOR THE WORK INDICATED ON THE ,0 09 6 P-800.00 TO NYS EDUCATION LAW, SECOND 7209(2). IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED, THE ALTERING ENGINEER OR LAND SURVEYOR SHALL AFFIX TO THIS ITEM HIS OR HER WHOLE OR IN PART, SHALL BE MADE WITHOUT THE WRITTEN AUTHORIZATION OF EP ENGINEERING, I.I.C. THIS DOCUMENT IS INTENDED SOLELY FOR THE CONSTRUCTION OF APPLICATION SHEET. ALL OTHER MATTERS ARE NOT TO BE REUED UPON OR TO BE ROp sIpNA Page: SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS OR HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. THE PROJECT NAMED HERON AND SHALL NOT BE USED BY ANY OTHER PARTIES FOR ANY OTHER CONSTRUCTION WITHOUT THE WRITTEN CONSENT OF EP ENGINEERING, I.I.C. CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. 06 OF 06 THE SCALE OF THIS DRAWIIJG IS CORRECT WHEN PRINTED ON 24x36 SIZE PAPER. ALL OTHER PAPER SIZES WILL NOT SHOW THE CORRECT SCALE. P,2jig*c': Greenport House s 1360 9th Street SITE&JURISDICTION INFORMATION ENVIRONMENTAL INFORMATION MAPS GENERAL NOTES Greenport, NY 11944 Design Consultant: Address: 1360 9th Street, Greenport, NY 11944 New York State Department of Environmental Conservation (NYSDEC) 1. All work shall conform to the requirements of the New York State Environmetal Conservation, BAAB, LLC Tax Parcel: 1000-45.-6-9.3 Building Code, Fire Department regulations, utility company requirements, and the best trade Lot Area: 1.60 acres/69,176 SF NYS DEC Region 1 (Nassau and Suffolk Counties) °•""" p"� '', rw _ ^� ractices. /� 4 South Main St#403 ° „ € �~' � � �" Middletown, CT 06457,T: 202-236-8036 a g ti �. Site Coordinates: 41 05'47.8 , 72 22' 17.7 • w ix' c" ,.FY. +' _ 'a °� h ', ", .-a 2. Before commencing work,the contractor shall fife all required certificates of insurance with the J -+ t ;` NT Professional of Record Wetlands/Environmental Assets(EAF Mapper) 1 �- t "" h « .3 department of buildings, obtain all required permits, and pay all fees required by governingnew '� ` r ork state, suffolk count and town of southofd a encies. Igur Aydin, PE } d` y � -.: a =1 tA� as tta l u Y Y, g Y Jurisdiction Wetlands Type Tidal Wetlands, Federal Waters - '_ y` ^�} . . t � m ' `GIN KSK Construction Group .... . , wr $ -+ .WIG 3. The contractor shall verify all existing conditions in the field prior to commencing work, and shall 136 N 10th St Brooklyn, NY 11249 National Wetlands Inventory Estuarial and Marine Wetlands �; '. . ;w i. k ;;�A rP , �� :- .m �;,-:4 •R ,rya y g p ' g , Town: Southold Total Wetland Area 12.17 Acres 's >. .,+a' �, , • m °; k' ; .•,a report any discrepancies between drawings and field conditions to the Architect. County: Suffolk NWI Code E2EM1Pd c~n , r �;_ State: New York s. , ; � _ s `�` �- � ,.. � a �. �. . + _ 'c�+ , 4. Minor details not usually shown or specified, but necessary for proper construction of any part of Coastal or Waterfront Area Yes - "h "' ;�- ,,., � _ } : - - R -' x the work shall be included as if they were indicated in the drawings. Local Waterfront Revitalization Yes `a C` `'' ._w�' 1 t W * tee` (p it"Y•f i �.:;• �. .. �rx . Owner: `' 5. The contractor shall coordinate all work procedures with requirements of local authorities and Applicable Codes Special Planning District LI North Shore Heritage Area fru~i; r k ° : m t 4�` _ �� ) P q <2000' DEC Remediation Area No �,; ZOfVEml -, R §' 91� ° I' r"• m �t building management. Abigail Nitka ,vY 9 9 g New York State Residential Building Code (2020) Unique Geologic Features No fig; : ,c` € : , ; ° = ;* • ,wa, 165 North 10th Street New York State Energy Conservation Construction Code 2020 Impaired Water Bodies No ' , � A • �� j'..- a: . 6. The contractor shall be responsible for the protection of all conditions and materials within the Brooklyn, NY 11211 Town of Southold Zoning Code, Chapter 280 Floodwa No proposed construction area. P 9 P Y Pro ect Site " ° t •: P P 100-year floodplain Yes °• t>d : ." ° EET ,t , _ Y = ' .;c: F ANTI `�° FLINT#STR__. d Structural Engineer: . a ix . . y p 7. The contractor shall design and install adequate shoring and bracing for all structural or removal Silman 500- ear flood lain Yes Required Approvals Aquafer Nassau-Suffolk SSA .•:•.• ' ,.•. / ':" :` t mr `s tasks. „• .,, , ;� . .� 32 Old Slip, 10th Floor Natural Communities Coastal Oak HickoryForest 207 Acres _}• ••• ' .+ r a'�Av " a ' ( ) �: +» pr t�. . i .,k , ' ,� ., t New York, NY 10005,T: 212-620-7970 New York State- Department of Environmental ConservationEndangered Species No ,I•�.x: '.�.....T`° ",.' . _ 4 d}" .... � _° # 8. The contractor shall have sole responsibility for an damage or injuries caused b or during the P (DEC)( ) 9 P ,' . . a e� x .� ~} P Y Y 9 1 Y 9 Rare Plants or Animals No r; s ,•,• 1 w+LINNET�STREET 1 ;� execution of the work. MEP Engineer: Status 4/21/2023- Letter of No Jurisdiction National Natural Landmark No `� • , L_ f - ' ' .R: , �I.u•fzyy BF20WN�S EET� r-° ' ,, EP Engineering Critical Environmental Area Peconic Bay and Environs ZONE€A ,� d t m:° (*, , , r . " :- Z^ F..k ' :; ,� 9. The contractor shall lay out their own work, and shall provide all dimensions required for other 110 William St Town of Southold-Trustees(Wetlands) Archeological Sites No + c . ` PIPESCOVE .'.' r z xcnt^ ( trades (plumbing, electrical, etc.). ( 37 /"mot • : f " sue: . • '--lf New York, NY11038 Designated River Corridor No Ip Status 7/19/2023- Letter of No Jurisdiction 10. The plumbing and electrical work shall be performed by persons licensed in their trades,who . . . .- �, , •,^ ♦ _ w, , Landscape Architect r.' ,,_ . ?�, *.•- �- shall arran a for and obtain ins inspections and re uired si n offs. ,• ••;,y pt ,. ♦•�, , m 9 P q 9 - Nishiel Patel Design Office ZONE AEA ' Town of Southold= Health Department Site Work Information . r .�.•" .EL 6) ••, e^ , �+m `. s, 372 Jefferson Ave • 11. The contractor shall do all cutting, patching, repairing as required to perform all of the work Town of Southold Building Department . ; ,, �. , ;•♦. �,,�. • _ . A rox Area of disturbance 36,600 SF ZONEiA►E f •- il ;� ,, w= Brooklyn, NY PPaEL6 c••'• •+• '� "_� •.. �: ••••r• ;,.. " �` 1 indicated on the drawings, and all other work that may be required to complete the job. /\ r- .,d; • ► r �, H "' • °dam , r t •`•�� • ` 1jr--3t .o • s• +ZONEm ,„.a• , •. -.�•- �r; Civil Engineer: Excavation Area- Foundations 3,025 SF, 560 CY "�- ,• •, �, ) 12. The contractor, upon completion of the work, shall apply for department of building inspectionsSubsurtace S ecialists Inc Excavation Area-Dry wells 316 SF, 70 CY �...•:•.• _ �$• �:� • . A i � . .ysand sign--offs as required. pBUILDING CODE INFORMATION Excavation Area- Rain ardens 7,820, 290 CY 'z• . 105 Maxess Road, Suite 124 • • . ',�* (EL 6) _, *= y. --•z • . . Melville NY 11747 T: 631-980-3912 ]��j]� - •-_, `..• • + • -,-• ` ZONE • *- 13. The contractor shall post and maintain permits and approved drawings on site, or as required by State of Newf York-Residential Building Code 2020 ZONE VET • • . . • . .-, _� '." l �s �: g ( ) Fill Area- Dry wells 316 SF, 70 CY _ yE18 . .•.•1�.•. lr~ ., .iX, . y•.�r the Department of Buildings. Fill Area- Rain gardens 7,820 SF, 290 CY 'NTS VE f.. '< �"�°) Occupancy and Use Fill Area- Planting19,900 SF, 555 CY •, . . ►-: a . -°tip 14. Upon completion of the work, a Certificate of Occupancy or Letter of Completion as applicable) shall be obtained from the Department of Buildings as required. P ( PP ) Occupancy Residential R-3 Paving-Permable 2280 SF, 42 CY Use Single Family Residence Paths-Gravel 2300 SF, 43 CY O FEMA Flood Insurance Map(Detail)-- SUBMITTAL/SHOP DRAWING/SKETCH NOTES This document is an instrument of 1"= 100,4, professional service. It is intended for use Trees Removed -15 1. In any document submitted to the Architect for review, Contractor shall verify all dimensions and only as drawn and noted. Contractor shall Construction Type Area of Land Cleared 4,400 SF (0.1 Acre) field conditions and shall check and coordinate with any trade whose work is related as required verify all dimensions. for proper and complete installation of the work. Type V-B(Unprotected wood construction) 2. The Architect will review submittals/shop drawings/Sketches for conformance with contract N documents. The Architect's acceptance is for design only and not method of assemblyor Glazing (R308) t, L !: ZONING INFORMATION . v ; erection. r� � Glazing in Doors (R308.4.1) Considered Hazardous Locaiton-Tempered Glass Required _ �'`°�.,,,e 'td .: _ . � ; L ; 3. Acceptance shall in no way be construed as 1 permitting an departure whatsoever from the Town of Southold -Town Code 280 18 �NRD - .: Y O P 9 Y p Glazing in Windows(R308.4.3) Considered Hazardous Location,when< 18 above Floor- Contract Documents; 2 relieving the Contractor of full responsibility for an error in details, r ( ) 9 P Y Y Tempered Glass Required 'y? dimensions, omissions, or otherwise that may exist; 3 relieving the Contractor of full Southold Zoning Map: Map 2 �: � Y O 9 responsibility for adequate field connections erection techniques, bracing, or deficiencies in ZoningDistrict: R-40 y � P Y q � q 9, Emergency Escape a and Rescue Openings R310 g Y p ( ) strength; (4) relieving the Contractor of full responsibilityfor satisfactoryperformance of all work an d d coordination wi h t thew rk fall subcontractorsn No o a d other on r c t actor r s• o 5 ermi ti� � to N K Use Permitted: Residential Single Family permitting s S e a Openings Required 9 Y Rescue O e s e u redRe it f � ��Required for all sleeping rooms 0o s P 9 q q P 9 Use- Pro Proposed: Residential-Sin le Family departure from additional details or instructions previously furnished by the Architect. Rescue Opening Minimum Size R310.1.2 5.7 SF P g Yam. P 9 ( ) _ �N ,,.„�,„ . , :: a� :::.,;��..�;, -_� 4. Acceptance of such drawings shall not be construed as a complete check, nor shall it relieve the Lot Size Total 69,176SF F � ;n�,=;;°;�;�...°�� ,;. 9 P Means of E ress R311 g ( ) - Contractor from responsibility for proper fitting of the work, nor from the necessity of furnishing Lot Size- Upland Area 47,964 SF - P Y P P 9 Y 9 � '� � :.�..�: �_� �:::. an work which not be indicated on shop drawings � o ch may when approved. Lot Size-Wetlands Area 1 2 2 Y Y P 9 Pp a ea 2 1 SF A it R Egress Door Requirements ments 311.2 Side-swinging, min 2"width i h e3 in n 78 height r 9 9 :� i I- �:.; Ent Door"K" Complies a�, responsible fo rn 5. The Contr h II I I actor s a be solely P rY v, Y Y Lot Coverage(Upland)- Permitted 20.0/o � , ? Fire Sprinkler stems R313Coverage Automatic p Sy ( ) Lot (Upland) Proposed 8.8% 4,225 SF/47,964 SF (Complies) SMOKE AND CARBON MONOXIDE DETECTOR NOTES gX Required for structures 3 or more stories Not Required q q Required Yards Project Site „ : .. , ...:, „ :,,.,_:. .: : Carbon monoxide I I Front 50-0 .,.,..:_.::.:„�,�,_::.::. ... `� :.:.;:::,. o oxide alarms shall be provided in accordance with Section 915 of the Fire Code of New York Smoke Alarms and Heat Detection R314 ` � " ` ; � State, and Section R315 of the Residential Building Code. ( ) Side 20-0 for both =;`. °��° 9 Rear 75'-0" Locations Required (R314.3) In each sleeping room, Outside bedrooms, ',`' 1. Dwelling units shall be equipped with approved and operation smoke and carbon monoxide not less than 20'from cooking appliances Max Height- Permitted 35'-0"to peak of roofs, 25'-0"if flat or mansard detecting devices, as required by New York State Building Code. Max Height- Pro Proposed 26'-0"max Bak see elevations for details(Complies) 9 P P ( P ) Carbon Monoxide Detection (Fire Code Section 915) ,.; ,,,,.�..a ,,,,;,,,;,,;;, ;;: 2. Primary power source for smoke and carbon monoxide detecting devices shall be from building Max Stories-Permitted 2-1/2 „ wiring (hard-wired), and there shall be no switches on these circuits other than the over-current Detector Location (Fire Code Section 915.3.1) Buildings that contain a Fuel-burning appliance Max Stories-Proposed 1 j' device protecting the branch circuit. Not Required- buiding contains none. 3. Smoke detectors shall be NYS-A roved ionization chamber or photo-electric type. Min Dwelling- Required 850 SF PP p yp For more infromation on CO and Smoke detectors, see additional notes at right side of this page. Min Dwelling -Proposed 3,350 SF (Complies) NTS 4. Every dwelling unit in a building that is in close proximity to or containing a source of carbon Max Area-Permitted 9,592 SF (20% Upland site area) monoxide shall be equipped with an approved, operational carbon monoxide detector. Max Area-Proposed 4,350 SF Roof Area (8.8% Upland site area) (Complies) 5. Carbon monoxide detectors may be combined with smoke detecting devices where it is an 3,350 SF Interior Area Y 9 , ENERGY CODE INFORMATION O Town of Southhold-Zonin]Map(Detail)-- approved type. Sky Plane- Permitted Roof below plane, 10'above property line at 45 deg inward 1"= 100'-0" 6. Carbon monoxide detectors shall be installed within 15'-0 of each room lawful) used for New York State EnergyConservation Construction Code ECCCNYS 2020, and Chapter 11 of the Sky Plane- Proposed See diagrams 4/A-001 and 5/A-001 below. (Complies) y ( ) P sleeping purposes. Residential Building Code Open Space- Required Min 20%site area (13,835 SF) Open Space- Proposed 14,600 SF (Complies) Climate Zone(N1101.7): Zone 4A(Suffolk County) NOTE: PROPOSED STRUCTURE DOES NOT CONTAIN ANY FUEL-BURNING APPLIANCES, SO Residential Dwelling Size Limits: CARBON MONOXIDE DETECTORS ARE NOT REQUIRED OR PROVIDED. Minimum Prescriptive Performance Requirements (N1102.1.2) Greenport West Max Gross Floor Area- Permitted (5,100 SF)+0.05`(47,964 SF-40,000 SF) = 5,498 SF so g9oi AIR LEAKAGE/BLOWER DOOR TEST NOTES Fenestration U-Factor Max 0.32 Max Gross Floor Area- Proposed 4,225 SF (Roof Area) (Complies) Goy �aE<° sterling ce� G&<< 9g wry Fenestration SHGC Max 0.40 y N° ❑ �yo �2 Seal&Signature: Ceiling R-Value Min R-49 Flood Zone Information Upon the completion of the thermal and air barrier envelope, including all penetrations, a blower-door Wood Frame Wall R-Value Min R-20, or R-13 Cavity+R-5 Continuous z Stirling ; type test shall be performed as per Section Nil 102.4.1.2 of the New York State Energy Conservation Floor R-Value Min R-19 ;C'til! Cleaves Point Construction Code ECCCNYS and R402.4.1.2 of the Residential Building Code. QF fF FEMA FIRM Map: 36103C0176H _,,,_ -, • ( ) g Basement Wall R-Value Min R-10 Continuous or R13 Cavity > Pori t : Slab R-Value Min R-10, Min Depth of 2'-0" Flood Zone on property: Yes(Partial), None(Partial) - Saint "'NygNs 1. Testing q FIRM Flood Zone(s): AE(Partial), X (Partial), None(Partial) a nes Cem r l g shall be conducted in accordance with RESNET/ICC 380, ASTM E779 or ASTM El Q� IIIAV �n Crawl Space Wall R-Value Min R-10 Continuous, or R13 Cavity ,NGTON AVE �9i �' ❑ a�f �. and reported at a pressure of 0.2 inch w. 50 Pascals). p-�. v+ASH ti P p wig. ( ) OZ . Proposed work/structure s� 9 ❑ I, �yRo 2. During testing, all doors, windows, dampers, and flues shall be closed but not sealed beyond ct within Flood Zone: No Green B(Isia W Air Leakage(N1102.4) Hill Cem Hay Beach standard infiltration control measures. Interior doors, and supplyand return registers shall be Point open. Heating and tolling systems shall be off. Continuous ventilation systems shall be turned i - Sand Beach �Youn Minimum Component Detailing/Performance(Nil 102.4.1.1): o �, - A� y gs Point off and sealed. O - p�875°� Exterior envelope-contains continuous Air Barrier Complies o"`G enport r 3. Testing shall be provided by an approved third party. �5810 �` Breaks/Joints in Air Barrier shall be sealed Complies SkyPlane �' y"�F c'Pa i. 9 o. Description Date Ceilings Attic-,Air Barrier in dropped ceilings N/A(no attic) Proposed Z e j �y yF� 4. A written report shall be prepared and signed by the party conducting the test and shall be Walls-All -unctions in Air Barrier sealed Complies Dwellingt f`� °� �a �,� provided to the building offical. 2 Issue for NYSDEC 2/24/2023 Windows/Doors-Space between windows and Air Barrier sealed Complies y. l Front FROM Urc rn xn r f>� o 2' �� 3 Issue for Permit 9/9/2023 Unvented crawls aces- Minimum Class 1 Vapor Retarder Complies n , �+ Property W,�G,Ns sT i r i n _ W P P P l Line 5 lfhi •bo A F m 4 Issue for Permit Rev A 1 2/1 812 0 2 3 Shafts/Penetrations to exterior-Sealed to Air Barrier Complies 5 Issue for Permit Rev B 5/17/2024 Recessed Lighting in Thermal Envelope- Shall be sealed and IC Rated Complies Plumbing on exterior walls-Air barrier continuous at fixtures Complies SkyPlane North/South Electrical boxes on exterior walls-Air sealed boxes Complies 1"- 60' 0" y ° Drawing Symbols HVAC Register Boots in Exterior Walls-Sealed to subfloor N/A(no wall registers) jA Derin'-g Point Concealed sprinklers-only sealed per manufacturer guidelines N/A(no sprinklers) fl ID 11{ Derng Harbor o 1 i Partition Type Testing (R402.4.1.2) IA Fanning Point i= �tio 0 I,f�rs 'Hirt', ! m Shelter: 1i Glazed Opening Testing shall performed to confirm the following. See Air Leakage Testing Notes at right. lA � , Sky Plane ►; Proposed `�"' Sky Plane project �� _ �' our Lady of Heigl Maximum permitted air infilration (3)air changes per hour Side �•- p NTS 4 0 ` 1i Door Type � � the Isle Cem Dwelling o I-� Side = L _ l o h �- Property t _,�'-/ n'r,nr ttr„1) 7- �1 `� Section/Elevation Property ° _ Electrical Power and Lighting Systems (R404.1) Line o Line � f ChequitPoint I CO ET �,?ti�PAry SIM f �c A �r� 1 >90% of permanently installed lighting fixtures shall contain only high-efficiency lamps. /Y �� y ' �� ` � A101 View number Sheet number 100%of light fi>tures contain LED lamps. Complies Sky Plane East/West 3 USGS Quaddrangle Map(Detail)-- Project Information �JJ 1" =60'-0" O 1" = 100'-0" . -001 As indicated Proiect: Greenport House 1360 9th Street Greenport, NY 11944 Design Consultant: SAAB, LLC 234 South Main St#403 Middletown, CT 06457, T: 202-236-8036 Professional of Record Ulgur Aydin, PE KSK Construction Group 136 N 10th St, Brooklyn, NY 11249 Owner: Abigail Nitka 165 North 10th Street Brooklyn, NY 11211 Structural Engineer. Silman 32 Old Slip, 10th Floor New York, NY 10005, T: 212-620-7970 MEP Engineer: EP Engineering 110 William St New York, NY 11038 Landscape Architect 1 / / / / Nishiel Patel Design Office Wetland Area / / / / Cb Cr / 372 Jefferson Ave (21,212. SF) / / / / i // // O '� I Brooklyn, NY � \ \ N \ Civil Engineer Subsurface Specialists Inc Upland Area L` \ I 105 Maxess Road, Suite 124 \I (47,964 SF) / Melville, NY 11747 T: 631-980-3912 —Irrigation Property Line \ ' ater/powe \ This document is an instrument of \ \ is professional service. It is intended for use c" Mech �� / o only as drawn and noted. Contractor shall condensers conde %' i' Y i 'i 'i S ' 'i I N verify all dimensions.�100:0„ Side Setback If Proposed Patio` i,'r . '/ :` `2T-1^:'~ r 2 \ r � \ \ N - \ Pavers on ravel �"-"�`,"��"� % g \ r r o I / � '�Pro ose DEC Tidal Wetlands , ,•, ,-; ,�,', � ...... M \ \ i, 75SFr, . , r, r, r, r, r, r , r , r , ,, , , ,', ,` '.brivewa /Walkwa. _Jurisdictional Line / ,'/, ,•i,'i ;r, , r,r/,' ' ' ,,ri,ri,ri,ri,ri,ri,ri,ri:;�a�'��'�:'i. •- � \ \ \ I II I I / 060 SF'�:(10 ft contour) ° l - I ( r r' N i, Existing\ I i N I r i r r r ri ri ri r r/ ri �r r'r 4 , r ,i i utilit y pole—Southold Town Trustees i i r i i/ r / i I I el 1 5°J ri i % i 4 1 u stict onal Lin i �►'L._ I e i I . i, r r i r r r \ , , 100 ft Wetlands offset r, r, , % i, , i i, i, , i i ;.78 SF";, , � , ,,ri,% 14 ( ) % r r r r r r / I I \ r r , r, i i, r, r, l — \ NO Work Or Distubance � ', Permeable',, osed Pa i Z o 9,1 , r,Seaward r _ of10ftcontour , . — i , id, paving \ r r, r, p Pavers on 9 �o. \ OR 100 ft Wetland offset Trustees \ / I \ \ ' ' ' '' ' ' �' 'Li' '' �' / g a el \ I I \ —5— — \ \ \ \ / i r''/�' %'r %-'i-' " i;�/,' �' :.<:::..r::,>.; ::•:. \ 550 SF Hay Bale/Silt Fence i `.':::'' ':` � '1 ProposeAt 100 ft Wetlands offset Proposed Patio / d 1-Story n 16 Single-FamilyDwelli \ , '(no work or clearing •,seaward of this line "%� Pavers on gravel 4 225 SF Root/ 'i 'r ': '%,'i r , / ,ai, /, i, /, ;, r /, i r, i` 990 SF /�,350 SF Interio I / � I I 1 , r, r r, r, r , i/i r r, r, r, • • : � � r , r, r . r r r r ,J , r i , r r r r r r . r, r . r SF — Ii I II I( \I r'�r�rr,,' rir'ii,,r,'',' ''-',''i''i,i''ri'''i,'i ir,''i,'i'/rr'',�,r ii,'i,,'r ir,4,,,'r r,,-,i,'r/ir"',, D�'r•':,�. ' 7\ +16Open Space Limit of Tidal Wetlands ' 1`orrn %%/r,/ii W2�i.as delineated b WP Bowman, PhD Undisturbed r i .icrk\,/ S I Landscape �c September 9, 2022 / 14,600 .. / I / FEMA Flood Zone Line(6 foot contour) Proposed / I , r o /' r ,l r, r, r r r,, Permeable avina r, q '�� / / / ° ----_. I— �L`,' c-!/, I / '''/i, ',%.�'r1,005 SF' ;r; i,'i,'i.•,'i� ;, " ° ° / ;ri. r ,"r�r;, ,"r;,r ,, �',° 1 D well 78 SF i 13• — _ I T r �P/ ermeabl I r r r i A / 1 / 1 ° r r i i °rr 4 / r Paving, i �i i i ,N i i v \ / 0 2 06 F r 51/ 'f- --� ° / \ , I — .�_/ ° I ° Irrigation ° / 0/ o� / // /I \ — — — — I water/power Property Line �"--13 y \ Note: \ / / Seal&Signature: / All site drainage, roof storm I / water collection, all piped to / on-site drywells. / OF NEW y Q r 4 r t' Q to Key 07675 �Essl — — — — — Topo Elevation-Existing No. Description Date opo Elevation-Proposed 2 Issue for NYSDEC 2/24/2023 3 Issue for Permit 9/9/2023 4 Issue for Permit Rev A 12/18/2023 Planting Bed Areas- Proposed 5 Issue for Permit Rev B 5/17/2024 T' Meadow Planting Areas- Proposed Permeable Paving- Proposed Structures- Proposed Trees- Existing Site Plan All elevations reference NAVD 1988 Site plan survey underlay from Kenneth H. Be?ckman L.S. -®� Survey issued 2/24/2023. See survey for details. As indicated J A-404 6'-0 5/8" 16'- 8 1/8" 5'-5 1/8" Pro ect: Al D1 Greenport House 1360 9th Street S15 Greenport, NY 11944 Design Consultant: T.O. Curb LO +6„ T.O. Depression BAAB, LLC — - - —_ -1'-1 3/8" - T.O._ I Curb 234 South Main St#403 _`0 +6" I - S1 Middletown, CT 06457,T: 202-236-8036 Professional of Record _ _ Ulgur Aydin, PE A-400 / I _ _ _ KSK Construction Group _ I r r 136 N 10th St, Brooklyn, NY 11249 , - � / T.O. Wall I I I ° I T.O. Wall / -5 1/4" I 1 I -5 1/4" Abigail Nitka �� I I I I I 165 North 10th Street 6 / I I I I ° Foundation wall with IN-4B / 4° N i I continuous insulation Brooklyn, NY 11211 I I f ° , \ // �°s Structural Engineer:r id6 1 I Q I 1 y I Silman 32 Old Slip, 10th Floor Note:All dimensions shown to nearest gridline, New York, NY 10005,T: 212-620-7970 / T.O. Wall I T.O. Wall 1 or nearest gridline intersection point. -1 2 7/8" I I -1'2 7/8" 6" MEP Engineer: EP Engineering 110 William St / I I I I New York, NY 11038 T.O. Curb I I I I i +6„ I / I I I I I 5 1/2 Landscape ArchitecNishiel Patel t: 372 JeffersonAve Design Office I I T.O. Curb + Brooklyn, NY +6 _ _ 1 _ T.O. Wall _ T.O. Wall Civil Engineer: - - - - - r -1'2 7/8" r -1'2 7/8" Subsurface Specialists Inc 1 I I I I I 105 Maxess Road, Suite 124 S2 - —I - d _' Melville, NY 11747 T: 631-980-3912 57 4 - — - - : - - - - { - - - I- - - I - - - - -�-- - - -E - - - - - N - - - ZO N L — — J L — — J M LO-i0 S14 / u' S13 I+ _ I S3 5 1/2' / 1 2 Slab on grade lowest point. I ° This document is an instrument of A-400 I �� / Pitch slab toward this point ( C2 professional service. It is intended for use Al I T.O. Curb for pumping during - only as drawn and noted. Contractor shall +6" constuction. 0 1 verify all dimensions. c co D1 I 3b co I S N Depression '� I M a c i -8 1/4" .o b, co 3a T.O.Wall Q 6 m 1 -5 1/4" I T.O. Wall -5 114" 1 L Depression 1 -8 1/4" S4 T.O. Curb +6" Unvented crawl I T.O. Wall A2 space: - i:0'o0 —�T.O. Curb -1'2 7/8" slab-on-grade- i 1 �� +6" °( T.O. Wall ' . _over vapor - 5 1/4" , - I - barrier MB-3, - I I ,and continuous — L — 1 — - _ insulation IN-4A EQ EQ 3b S11 6� ' -- i I A-400 Depression I m I -8 1/4" 3a S12 ' _�— Depression Q` ° -8 114" sd6 T.O. Wall ° T.O. Wall -5 1/4" B 1 -5 1/4" ° Depression ItI I I Slab on grade lowest point. Pitch slab toward this point D2 / - for pumping during T.O. Curb 1 constuction. 6, _ 62 EQ EQ \EQ / EQ EQ 5 1/2'/ I � � S9 I Depression '- S -8 1/4"- _ 0. a, al I r -1'2 7/8" r - -1'2 7/8" r - -1'2 7/8" F- - -1'2 7/8" J EY - - - - - - - - - - - 4 - *- -I- - -- -I- -I- - rI - I - - - r - - - - - -t- - - r- - - - - - — - — - — - — - - 2 - + tia + -44-4 - - - - - / Seal & Signature: i 610 I I I I I I I / T.O. Wall \ - T.O. Wall - - - -T.O. - J L — — J L — — J L — — J L — — J / b° / - 51/4, Curb- - - - - � - Ai. 59 07675 \ - \ I I � I I 1 / I � •- �� T.O. 6. Curb �� 1 I I I pi l I ES 10�1`�. Q I ( 2 No. Description Date T.O. Curb \" 1 a +6„ I 1 Issue for Pricing 9/14/2022 \ \ I T.O. Wall T.O. Wall / / 2 Issue for NYSDEC 2/24/2023 � I -1'2 7/8" 1 � -1'2 7/8" / i 3 Issue for Permit 9/9/2023 I I 4 Issue for Permit Rev A 12/18/2023 5 Issue for Permit Rev B 5/17/2024 \ T.O. Wall 5 1/4" T.O. Curb I I / - -- - - 1 T.O. Depression -+6"- - i J L - - - - -1'-1 3/8" I i / T.O. Wall 0— T.O. Curb I +6"- Construction Plan -Foundation A2 S7 C2 1/4"= 1'-0" D2 131 Al Project: 2 Greenport House � 1360 9th Street A-301 A-300 A-201 C1 D1 Greenport, NY 11944 _ 1 -N 28'-2,, 2 7'-10" Design Consultant: - I — I BAAB, LLC N 234 South ain St#403 Middletown, CT 06457 T: 202-236-8036 Professional of Record Ulgur Aydin, PE KSK Construction Group I 12 2 _ / 136 N 10th St, Brooklyn, NY 11249 / 1 A-356 3 I 1 A-359 3 / I 4 B ' 4 / Owner: Bath ; ! / Abigail Nitka Bath j i / 165 North 10th Street I I Guest Bdrm ' 01A 02 / Den `'J� I 8 Brooklyn, NY 11211 ZO 240 SF Structural Engineer. 1 289 SF I CO 3 A-357 1 7 A-357 5 / Silman ' " I 12'-7" 3-9 / 32 Old Slip, 10th Floor / I = / New York, NY 10005, T: 212-620-7970 / I 2 6 I / I ' / A / MEP Engineer: A 3'-9" / 1 / EP Engineering / 3C 110 William St New York, NY 11038 A-302 I j , I / / A-302 5 W/D 5 Landscape Architect: B / Nishiel Patel Design Office 4B A-360 A-360 / 372 Jefferson Ave 1 , / Brooklyn, NY 4 I O —.----� — ------- 0 \ `r Civil Engineer: 4 A-360 3B 4B Cl) / Subsurface Specialists Inc 0 ELEC Access hatch , 105 Maxess Road, Suite 124 Melville, NY 11747T: 631-980-3912 C� 25'-3„ - — - 4 1 1 \ 2 \\ \ A-300 A-301 Trench drain I \ This document is an instrument of 3 Al \ \ C2 b professional service. It is intended for use \ 1 C ';, \ only as drawn and noted. Contractor shall \ — \ verify all dimensions. 2 \ Livina Rm D1 \ 2 -7 , 3a A-302 \ 03 \ A-302 N _ 543 SF 00 CD A-250 1 M 4 A-350 2 \\ C(�3 3 \\ I K / Bench / Trench drain Trench drain / � _ -�' � ,/;' / l I / A-351 a A-352a 4 / \ � �•- � � Kitc er \ - 05 / 3b � A 1C /. Access hatch � N- 10 ''� 28 SF U- 3a 00 1 / i rt 1 A-351 A-35ta Room / 1 2 Trench drain 8 A-3+1 2 / A-301 A-300 I - 5 A-352 4 zo zo Dining Rm I a 1 A-253 / 1 A-201 A-251 1 04 4B Room o C / 321 SF I 12 C0 27 SF L D2 1 A-303 I I i / A-303 36 - / B2 / I 6� 4C A-850 A-352 I �/ A-351a / / ——— ——————————————— 1 -� I - -�— Seal&Signature: 36 4 A-361 2 3B / A2 3i P �yL(iUR 3,-9" / . I r ¢ 0 U1 I y 2 I l i 2 -E8£IQ�P� 1 A-355 3 /' i t A-303 No. Description Date Prima Bdrm Bath / 2 Issue for NYSDEC 2/24/2023 06 / Room 07A I 3 Issue for Permit 9/9/2023 4 06A I 4 Issue for Permit Rev A 12/18/2023 322 SF 71 SF / 71 SF o 0 2 Kid's Bdrm 5 Issue for Permit Rev B 5/17/2024 I 2 07 i T-0 1 A-354 3 280 SF 3 A-353 4 4 _ I 1 \ \\ 7'-0" Construction Plan -First FI -110 B1 1/4"= 1'-0" 1 D2 1 2 A-300 A-301 C2 A-200 Project: 2° Al Greenport House 11'- C1 D1 1360 9th Street Greenport, NY 11944 AD _ - — - — Design Consultant: I BAAB, LLC -r, Concealed downspout 10 -4 234 South Main St#403 Middletown, CT 06457,T: 202-236-8036 Professional of Record Ulgur Aydin, PE / I I 6 N 10th Kt ruction Group 1St, Brooklyn, NY 11249 / I I Supplemental scupper / outfall to gravel below Owner: j Abigail Nitka / I 165 North 10th Street Brooklyn, NY 11211 / / I Plumbing Note: Structural Engineer.15'-8" Silman32 Old Slip, 10th Floor // I All downspouts and stormwater New York, NY 10005,T: 212-620-7970 drainage to be routed to nearest / drywell. See Plumbing. MEP Engineer: EP Engineering / 110 William St / I I Dimension Note: New York, NY 110.38 Landscape Architect r I Elevation dimensions for Nishiel Patel Design Office reference only. Use framing Concealed / I plan for beam elevations for 372 Jefferson Ave downspout / I r I construction. Brooklyn, NY I Civil Engineer 9 " 10" I I 10'-7" Subsurface Specialists Inc 105 Maxess Road, Suite 124 - - - - - - — - - - - — - — - — - — - - - - I - Melville, NY 11747 T: 631-980-3912 y I Supplemental scupper / outfall to gravel below / D2 This document is an instrument of I C2 professional service. It is intended for use Al 3b only as drawn and noted. Contractor shall I I 13'-7" verify all dimensions. I i �- 3a N X Concealed / downspout I 3b - I' N- ' 12'-2" Concealed I , - w downspout 10'-2" I / I /I 16'-2" B1 i I / / I I , Concealed jjj `11''10 , downspout (a - M - \ - N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - Supp 10'-9" ` / 10'- 0" outfall to gravlel below Seal &Signature: I / I O 14 �,�y�,Gup ©� , Imo. 076759 14"-2" No. Description Date 1 Issue for Pricing 9/14/2022 --7 2 Issue for 3 Issue for Permit / DEC 22 2/2023 023 \ I 13'-5" 4 Issue for Permit Rev A 12/18/2023 5 Issue for Permit Rev B 5/17/2024 ` Appendix RA Solar-Ready Zone Min 300 SF Supplemental scupp r outfall to gravel belo 0- Cl) Construction Plan -Roof Concealed B2 downspout - ll'i-2„ - -120 1/4"= 1'-0" (A2 D2 (C2 Project: Greenport House Al B1 C1 D1 1360 9th Street Greenport, NY 11944 GFI Design Consultant: BAAB, LLC I 234 South Main St#403 _ ————————GFI Middletown, CT 06467,T: 202-236-8036 Professional of Record Ulgur Aydin, PE i 6 N 10th Kt ruction Group 1St, Brooklyn, NY 11249 GFI GFI ' / Owner: Abigail Nitka I i / Bath Bath i / 165 North 10th Street GFI Gue_sdrm 01A 02A i _en / Brooklyn, NY 11211 �_71 SF 71 SF / i02 / Structural Engineer: I j 289 rF GFI GFI / 210 SF Silman I - i 32 Old Slip, 10th Floor New York, NY 10005,T: 212-620-7970 I IGFI - , / MEP Engineer: / EP Engineering 110 William St New York, NY 11038 I / AHU WH i i Landscape Architect: Nishiel Patel Design Office ' / / 372 Jefferson Ave Brooklyn, NY I / Civil Engineer: I / Subsurface Specialists Inc ELEC 105 Maxess Road, Suite 124 Melville, NY 11747 T: 631-980-3912 C) _ ---- - - - 4 - � � � ; � � /\\ GFI ;% S-M I \\ ,/ \ / r I i This document is an instrument of Al \\ { \ C2 professional service. It is intended for use \ { \ 3b only as drawn and noted. Contractor shall verify all dimensions. \ S/O S/O { \ / 3a \ I I \ \ LivingRm GF 03 \\ I I 543SF \ S-M , GFI - \ i Kitchen 348SF \\ \ i i GFI I GFI ❑ // I i Countertop FI pop up outlet Dining Rm AHU AHU °o B1 I I 04 Cv Coouute toplet / i l i p 'n p / 321 SF I GFI oil B2 �Fl -------------------------I / - - - - - - - - - - 2 I Seal&Signature: 8 , I ERV ad O LY-1 Lighting fixture hype Ur? Q,QA'� as Control zone O n/s Light fixture- Nat switched I W/D 6 O j/s Lighting fixture-doorjamb switch I AHU / I 076759 I I I ESS1(3`�" S Switch-Single I I No. Description Date as Control zone I I / GFI GFI GFI / I i 2 Issue for NYSDEC 2/24/2023 GFI Room _ Bath GFI I 3 Issue for Permit 9/9/2023 _ / 06A 07A - i" I 4 Issue for Permit Rev A 12/18/2023 S-M Switch-Multi-Location Prima Bdrm as Control zone I 06 / 71 SF o 0 71 SF Kid'OBdrm 5 Issue for Permit Rev B 5/17/2024 322 SF I / GFI S-O Switch-Occupancy Sensor / 280 SF _ as Control zone / GFI GFI i Al D Dimmer-Single I / as Control zone / D-M Dimmer-Multi-Location / as Control zone FUDI Floor outlet-Duplex Ull ril GFI q� Wall outlet- Duplex - I — ————_.— ///,/ " , I i Electrical Plan -First FI S/O Outlet-Switched FI as Control zone B2 A2 _13 1/4"= 1'-0" D2 C2 Al B1 C1 k roll D1 �` JUN - 5 2024 ! reenport House 1360 9th Street Greenport, NY 11944 `'+arim�T1t Design Consultant: 30ut'jlold j BAAB, LLC S /�/,////zz �/jjj j/j „ / 234 South Main St#403 j/ / / j //�/ ,, Middletown, CT 06457, T: 202-236-8036 //�! /�i//i;/,/ '�j — - SLR-1B j Professional of Record tLR-1 B I aaa Ulgur Aydin, PE n/s , KSK Construction Group j LW-2 136 N 10th St, Brooklyn, NY 11249 LR-1 B tLR-1 B n/s oo CF-1 j LR-1 MIR Owner: Abigail ka 165 North 10thStreet LE-1 I p LR-1 ' Brooklyn, NY 11211 I LR-1 D i j/ a LW-2 Structural Engineer: � D n/s Silman b I LR-1 LW � LW-3 �, c I 32 Old Slip, 10th Floor / LE-1 b j c LR-1 r L d-1 aaa New York, NY 10005, T: 212-620-7970 /�. j I MEP Engineer: EP Engineering ' LT-1-30 LT-1-30 D 110 William St j' LW-1 New York, NY 11038 i -/ a I S , S Landscape Architect: El I tt Nishiel Patel Design Office 372 Jefferson Ave d %. Brooklyn, NY I ' '0 a 1 LW-1 m LW-1 mm„ i mm SubsurfCivil ace Inc dace 105 Maxess Road, Suite 124 Melville, NY 11747 T: 631-980-3912 / LE-1 LE-1 / LW-1 D-M S-M LW-1LW-1 11 11 / ee LE-1 L - LW-1 D2 " ee This document is an instrument of ' C2 3b professional service. It is intended for use LE-1 % only as drawn and noted.Contractor shall Al 11 jj, p1 i verify all dimensions. /j S LE-1 U � j1 CF-1 CF-1 ii//' / LE-1 LE-1 / 1111 J hhh 11J1 i _ i S-M / D-M r %r, , .-- p D-M S-M ee i i/ %jii D-M h hhh t /j j ��/� S hh i A2 D O LW-1 gg J LC-4 / LW-1 - I gg h f D-M / f D-M f ff i LE-1 / 3b - J11 q r j o 0 / LR-1 " i �/ 1JJ q LC-2 LE-1 LW-1 A f S I LW-3 qq qq LW-3 / qq i LC-O / LT-1-90 hh S I / B1 I LC-6 qqq LE-1 LC-3 qqq J 1111 ff �,�; / - - - - S 0WR -O LE-1 LC-2 LW- B2 hh hh j M-1 / /i LE-1 LE-1 � r 2 hhh hhh // Key LW-1 U LTV-1 LW-1 S-O LW_1 Seal &Signature: n m m m rr ' LR-1 LR-1 �a Pit O LY-1 Lighting fixture type / LR 1 Dii I ,� as Control zone /�/ S °LR-1 ° o r S // o n O uu n/s Light fixture- Not switched ss I '� i S IT 2 ° O j/s Lighting fixture- doorjamb switch LR-1 / //i ppp j �� 076759 'FPSato',�'�' j w S Switch-Single Q n r LW-2 p 11 , as Control zone % n/s LR-1 T D / j pp TLWR,-�1ww / No. Description Date LE-1 I 2 Issue for NYSDEC 2/24/2023 3 Issue for Permit 9/9/2023 -M Switch-Multi-Location Ayy I ! LW-3 I 4 Issue f l or Permit Rev A 12/18/2023 as Control zone , LR-1 � p j�, w I LR-1 � n/s rr // / / I 5 Issue for Permit Rev B 5/17/2024 S-O Switch-Occupancy Sensor ww as Control zone i r j LW-3 % LW-3 - LR-1 p w D Dimmer-Single pp j I LR-1 I l/ ww as Control zone I LW-2 n/s LR-1 L - a - -- D-M Dimmer-Multi-Location S ;; pp /j SLR-1 B � n/s as Control zone yy i I !j ww ❑ Duplex1 - _ _ _ %�' ,,,, %//"%/ LR-1 SLR-1 B Floor outlet- _ --_ ,/�/� ,// ww ZOMBI/ / o Wall outlet- Duplex Ceiling Plan -First FI S/O Outlet-Switched (- - aa Control zone -1 w A2 D2 1/4"= 1'-0" C2 Proiect: Greenport House 1360 9th Street Greenport, NY 11944 Generated by RES cheek-Web Software REScheck Software Version REScheck-Web section Plans Vertfied Field Vertfied Section plans Vered Field Vered Design Consultant: ■ &Req.ID Foundation Inspection value Value tomplies2 Comments/Assumptions &Req.ID(Framing I Rough-in Inspection4 Value Value Complies? Comments/Assumptions Compliance Certificate Inspection Checklist - - - BAAB LLc » ff'il 4021.2 ;Slab edge insulation R•value. R R-- Ocomplies See the Envelope Assemblies 402.1.1, Glazing U-factor(area-weighted U- U- ❑Com lies See the Envelope ■ r. -_.W.. ..._�,' -'_vim ;• `�. .,•9,^ Lyi IF01)1 �Unheated ❑Unheated []Does Not 'rabieforvalues 402.3.1, !average). ( 9 ODoesNot rableforvalue� ' , wlab- n-G�_- Energy Code: 2020 NYStretch-2018 IECC 402.3.3, 234 South Main St#403 Floor:Slab-On-Grade(Heated) )y ❑Heated ❑Heated ONot Observable ONot Observable Insulation depth:40' o ❑NOtA h A025 Middletown, CT 06457,T: 202-236-8036 Insulation position:Fully Insulated(user specified 304 20.0 0.557 0.550 D 0 Requirements:100.0/e were addressed directly In the REScheck software Applicable [FR2]z ONot Applicable perimeter R-value+R-5 under slab) Text in the"Comments/Assumptions"'column is provided by the user in the REScheck Requirements screen.For each V Project Greenport House requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception 402.1.2 .Slab edge insulation _ft -tt OComplies See the Envelope Assemblies Crawl Wall:Solid Concrete or Masonry q p IF03Idepthllength. ODoes Not table for values 303.1.3 U-factors of fenestration products; ❑Complies Requirement will be met. Wall height:4A' s being claimed.Where compliance is itemized in a separate table,a reference to that table is p-ovided. [FR411 'are determined in accordance ❑ Professional of Record Energy Code: 2020 NYStretch-2018 IECC 1.274 0.0 20.0 0,044 0.042 42 40 t1' Not Observable , Does Not Depth below grade:3.0' ❑ ty with the NFRC test procedure or Location on plans/spec: Location: New York,New York Insulation depth:4,0' Section ONot Applicable taken from the default table ONot observable See A-030 for glazing Plans Verified Field Verified 9 9 Ulgur Aydin PE Construction Type: Sin le-famil # Pre-0nspection/Plan Review Compiles? Comments/Assumptions 4022.11 Unvented trawls ace wall R- R- .❑Corn lies See the Envelope assemblies s ONot Applicable .schedule. r g y Compliancecalculations d The proposed building design described here Is consistent with the building plans,020specifications,and other & e (D Value I Value � P P KSK Construction Group_.9e- IF071 'insulation R-value. table for values Project Type: New Construction calCulatlons submitted with the permit application,The proposed building has been designed to meet the 2020 NYStretch-2018 IECC - R- R-_ ODoes Not 402.41.1 Air barrier and thermal barrier r _ �- - OComplies .Requirement will be met, p Conditioned Floor Area: 3,350 ft2 requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection 103.1, Construction drawings and ❑Complies Requirement will be met. ty; [FR231 installed per manufacturer's ODoes Not 136 N loth St Brooklyn NY 11249 103.2 documentation demonstrate ❑ DNot Observable d Glazing Area fit% Checklist, 1 Does Not � #y, instructions.An approved third- - �Location an plans/spec: r t 9 (PR11 energy code compliance for the Location on plans/spec: 'ONct Applicable art will inspect all components p, ❑Not Observable Theodore Baab,Design Consultant / " �/t/�/ - 5/18/24 QNot Observable party P P See"Air Leakage!Blower Climate Zone: 4 (5362 HDD) g to .building envelope,Thermal Sec 4-020 for assembly 3031 Unvented crawl Space wall Ocompties :Requirement will be met. 'and verify compliance,See ❑Noe Applicable Door Test Notes"on A-001. Name-Title Signature Date - 'envelope represented on - ONot Appiicabie types and minimum R [FO811 insulation installed per Oboes Not section details and guidance Permit Date: !co nstruct!on documents. __ valu?s. manufacturer's instructions. Location on plans/spec: from Table_R_402.4.1.1. Permit Number, --"-'"' -"`-`-` -'-" k" ONot Observable ,See A•300s for sections 103A, Construction drawings and OComplies .Reg4irement will be met. 402.4.3 Fenestration that is not site built r ❑Com lies Requirement will be met. All Electric true 103.2, documentation demonstrate ` Oboes Not ONct Applicable showing continuous t P q 403.7 energy code compliance for Location on plans/spec:ec: - insulation around foundation IFR20] is listed and labeled as meeting , ODoes Not Is Renewable false 9Y P - P P ��AAMA IWDMA/CSA lOI/LS.2/A440, (PR311 lighting and mechanical systems,: ❑Not Observable See 4-020 and A-030 for crawl space. `/' or has infiltration rates per NFRC a ONot Observable Has Charger true 4,. Systems serving multiple []Not Applicable lighting code compliance. 402.2.11 Unvented crawl space continuous. ❑Complies .Requirement will be met. :400 that do not exceed code ONot Applicable Has Battery: false ,dwelling units must demonstrate See M-series for mechanical [F091' 'vapor retarder installed over ODoes Not limits. Owner: Has Heat Pump: true compliance with the IECC 'system compliance. exposed earth,joints overlapped ""--'--""""'"-'-'-'--'------ -- iy, p J pped s Location on plans/spec: 402A.5 IC-rated recessed lightingAbl ail Nitka _ _ by 6{n.and sealed,extending at - fixtures': OGom Ir g ;Commercial Provisions. 9 ONot Observable Continuous vapor retarder FRl6 z sealed at housin linterior finish pies Requirement will be met. least 6 in,up and attached to the: ONot Applicable MB-3 installed under entire ( 1 9 ❑Does Not 302.1, Heating and cooling equipment is Heating: -Heating:�- ❑Complies Requirement will be met. 'and labeled to indicate s2.0 cfm ! 165 North 10th Street 403.7 'sized per ACCA Manual 5 based Btu/hr- Btulhr- ODoes Not wall, slab-on-grade(no exposed leakage at 75 Pa. - ONot Observable 11PRI'l on toads calculated per ACCA Coolin Cootin Location on pians/spec - earth).See A-030 for ONot Applicable Brooklyn NY 11211 ONot Observable Construction Site: Owner/Agent: Designer/Contractor: _ Manual J or other methods g� g See M-series for mechanical - _ membrane details. '-""-" ---- ---- Btulhr- Btulhr_ ,QNot Applicable - --- --------- 403.3.1 :Supply and return duds in attics OComplies Exception:Ducts located 1360 9th Street Abigail Nitka Ted Saab approved by the code official. PP tomblfance. 402.2.11 Unvented crawl space wall in. !n. ✓�OComplies See the Envelope assemblies [FR12' 'Insulated>=R-8 where duct is 1 ODoes Not •completelyinside the Greenport,NY 11944 165 N arth loth Street BAAB LLC � (FOlOIt :insulation depth of burial or �- �ODoes Not Table for values. k �>=3 inches In diameter and>_ > building envtweelope. Brooklyn,NY 11211 234 S Main St,Apt 403 c1, distance from top of wall. k' R-6 where<3 inches.Supply ands. 'ONot Observable Structural Engineer: Middletown,CT 06457 Additional Comments/Assumptions: ONot Observable :return ducts in other portions of ONot Applicable Location on plans/spec: ted@baab.work ,ONOt Applicable the building Insulated mR-6 for. 'See M-series for mechanical Silman 3012.1 A protective covering is installed ❑Complies Requirement will be met. diameter>=3 inches and R-4.2 'compliance. 32 Old Slip, 10th Floor (FO111 to protect exposed exterior ODoes Not :for<3 Inches in diameter. insulation and extends a Location on plans/spec: 403.12 Ducts,air handlers and filter OCom lies! Requirement will be met, New York, NY 10005, T: 212-620-7970 M'arr� < ,k+ ,�• �^ p ❑Not Observable P q minimum of 6 In.below grade. See wing foundation for sections [FR13]1 boxes are sealed with Oboes Not _ -•��---••�•-»..r...._..,-.,-^-----•--^--•'--,--~---_-- ONot Appiicabie showing foundation Compl,.nce 34.0%Getter Than Code Maximum UA 329 Your UA 349 w Ma:mtum SHGC: 0.40 «Your SHGC:0.32 9 y�, Joints/Seams compliant With Location on plans/spec: me%Better or worse Than Cc J,•mdi:reflects how close to aomp�ilance the rose is boea-code tradeoffrues. Insulation,and protective International Mechanical Code or ❑Not Observable See M-series for mechanical It DOES NOT provide an estimate of energy use orcost relative he a minimum code home. ' covering(concrete fiber IInternational Residential Code,as' ONot Applicable compliance. MEP Engineer: cement)installed overapphcable' EP Engineering Slab-on-grade tradeoffs are no longer consfdered In the UA or performance compliance path In REScheck-Each slab-on-grade exposed Insulation at grade. -- -•--------------------- g• g assemblym the Spec ifled climate zone must meet the minimum energy code insulation R value and depth requil ements. -- 403.3 Duct system in new buildings and -OColmplies Requirement will be met. P 4Y P 403.9 Snow-and ice-melting system ,. ❑complies Exception:Requirement is IFI3211 'additions are located in a fFO1217 controls installed. nota applicable- ODotObse 110 William St QDoes Not PP conditioned space in accordance � Location on plans/spec: n. with Sections R403.3,7(1.2). ONot Observable See M-series for mechanical New York NY 11038 r, } Additional CommentslAssumptlons:' 4033 8 Ducts are sized in D and sections , ONot Applicable 'compliance. r Envelope Assemblies ONotApplli abibee ""- -" "- "`"- - lance. ill be met�OComplies Requirement ' r ODoes Not Landscape Architect t-l' R403.7-8. Location on P P tans/s ec: rt ONot Observable See M-series for mechanical❑No[Applicable compliance_ Nishiel Patel Design Office Ceihng:Cathedral Ceiling 3.350 60.0 0.0 0.018 0,026 60 87 - 372 Jefferson Ave 403.3.5 Building cavities are not used as OComplies Requirement will be met. Wail Wood Frame,16"o.c. 2,194 23.0 16.0 0.028 0.045 24 38 IFR1513 'ducts or plenums. ODoes Not Brooklyn, NY Door:Glass Door(over 50%glazing) ONot Not Observable Locaton anSee Miser es for ns1spe: SHGC:0.32 ❑NOtA Applicable PP 460 0.190 0.270 87 124 mechanical Window-Clerestory:Metal Frame w/Thermal Break compliance. Civil Engineer: SHGQ 0.32 374 0.170 0.270 64 101 g Window-Fixed/Operable:Metal Frame wl Thermal Subsurface Specialists Inc Break 514 0.140 o.270 72 139 SHGC:0.32 105 Maxess Road Suite 124 Melville, NY 11747 T: 631-980-3912 1 High Impact(Ter 11 _ Medium Impact(Tier 2)_L3 Low Impact(Tier 3 -- RHigh Impact(Tier 1)- 2 Medium impact(Tier 2)- _3 low Impact(Tier 311 High Impact(Tier 1) 2 Medium I_mpad(Tier 21 3 Lo_w Impact(Tier 3} Project Title:Greenport House Report date: 05/18/24 Project Title:Greenport House Report date: 05/18/24 Project Title!Greenport House Report date: 05/18/24 Project Title:Greenport House Report date: 05/18/24 Project Title:Greenport House Report date: 05/18/24 Data filename: Page 1 of10 Data filename: Page 2 of10 Data filename: Page 3 of10 Data filename: Page 4 of10 Data filename: Page 5 of10 This document is an instrument of professional service. It is intended for use only as drawn and noted. Contractor shall verify all dimensions. Section Section Section Section Plans VeriRed Field Verified plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Vertfied Section Plans Verified field Verified N # Framing 1 Rough-tn insp¢ctlon Compiles? Comments/Assumptions # insulation Inspection complies? Comments/Assumptions # Final Inspection Provisions CompRes7 Comments/Assumptions # Final Inspection Provlsiorts CompgesT CommentslAssumptlons # Final Inspection Provisions Com liest comments/Assum tons Value Value Value Value 6 Req.ID W` a ue Values &Req.lD &Re_p AD i B Raq.ID Value Value &R_e_q.l_D Value Value plies? p 403.3.7 Ducts declared to be within the OComplies Requirement will be met. 303.1 All Installed insulation is labeled - ❑Compiles Requirement will be met. 402.1.1. ;Ceiling insulation R•value. R-_ R- OComplies See the Envelope AssernMes 403.5 1 Circulating service hot water OCom lies Requirement will be met. 4 .4 r (FR].B)3 conditioned space are either 1 z table for values. z p q 03 S Dam water heat recovery units ❑Complies Exception:Requirement is p ) ODoes Not JIN13) or the installed R-values Oboes Not 402.2.1. []wood Wood ODoes Not (FI311 'systems have automatic or ❑Does Not (F1311z have>=40 percent efficiency if : ❑Does Not not applicable. completely within the continuous j -Location on plans/spec: provided. 402.2.2, accessible manual controls. Location on plans/spec:er. Installed for equal flow or>=52 ONot Observable ±+ ONot Observable ❑Steel S[cel Not ObservablE p p q air bamer and within the building See M-series for mechanical 402.2.E ❑ ONot Observable See P-series for plumbing ❑Not Observable thermal envelope,2)buried ONot Applicable compliance. _ _ __ _ _ ONot Applicable t ONot Applicable P 9 .percent efficiency if installed for Location on plans/spec: ' IFIl] PP ONot Applicable compliance. unequal flow.Vertical drain water', ONot Applicable See P-series for plumbing within ceiling insulation in 402.1.1, Wall insulation R-value.If this is a R- _ R•_ ❑Complies See the Envelope Assemblies heat recovery units comply accordance with Section 402.2.5, 'mass wall with at least''/z of the •table for values _ - - 403.61 All mechanical ventilation system'- -- ____._�. OComplies Exception:Requirement is rY P Y with compliance. Wood ❑Wood ODoes Not [FI2512 fans not part of tested and listed ❑Does Not not a licable. CSA 855,2 and tested and R403.3.6 and the air handler is 402.2.E •wall Insulation on the wall 303.1.1.1,,Ceiling Insulation[nstalled per OComplies Requirement will be met pp d Mass ❑Mass QNot Observable HVAC equipment meet efficacy labeled in accordance with CSA located completely within the • - 402.2 ;exterior,the exterior insulation 303.2 manufacturer's instructions. ODoes Not 'and air flow limits per ONot Observable B55.1.Potable water-side continuous air barrier and within i icy, 'requirement applies(FR10). ❑Steel ❑Steel ONot Applicable IF1211 Blown insulation marked every F p Table ONot Applicable Location on plans/spec: the building thermal envelope 300 W. ONot Observable R403.6.1, pp cable See M-series for mechanical pressure loss of drain water heat i and the duct leakage is<-1.5 ONot Applicable ' _____• _ Compliance. recovery units are<3 psi for cfm 1100 square feet of 402.2.3 .Vented attics with air permeable ;. �-❑Complies Exception:Requirement is 403.6,2 Every dwelling unit Is served by a --^-�- Y_- �OComphes Requirement will be met. individual units connected to one conditioned floor area served b 303.2 ,Wall insulation is installed per 'OComplies Requirement will be met. z FI z or two showers.Potable water- Y V1221 'insulation include baffle adjacent: ODoes Not not applicable. [ 341 heat recovery ventilator(HRV)or,,, Oboes Not the duct system,or 3)the telling [IN4]t 'manufacturer's instructions. - ❑Does Not PP' side pressure loss of or water � to soffit and rave vents that energy recovery ventilator(ERV) Location on planslspec: Not Observable ❑Not Observable heat recovery units are<2 psi insulation 8-value Installed 'ONot Observable extends over insulation. ❑ installed per manufacturer's i. See M-series for mechanical for Individual units connected to against and above the Insulated ❑Not Applicable __ ❑Not Applicable instructions.The HRV/ERV is ❑Not Applicable ,compliance. three or more showers. duct>e to the proposed telling -"' -`�"' listed and sized adequately for ___. insulation R-value,less the R- 402.2.4 'Attic access hatch and door R-_ R-- ❑Complies Requirement will be met, Additional Comments/Assumptions: IF1311 insulation aR-value of the the specific application,which 403.5.5(1-Heated water supply piping is in - ❑Complies Requirement will be met. value of the Insulation on the _ ODoes Not will include the building's 4) acccordance with one of the ODoes Not __ _ _ 'adjacent assembly. Location on plans/spec: z 403.4 HVAC piping conveying fluids -�-R- - R-� -- OComplies Requirement will be met. ONot Observable Requirement is not conditioned area,and number of f' IF1331 following:1)Maximum allowable j Location on planslspec: p p g y es p q Re ❑Not Observable FR17 z above 105 gF or chilled fluids ONot Applicable licable, occupants. pipe length method,2)Maximum See P-series for plumbing [ 1ODoes Not ?pp -------- ---- - allowable pipe volume mehted, ONot Applicable compliance. below 55 gF are Insulated to zR- Location on plans/spec: 402.4.1,2 ,Blower door test 50 Pa.<=5 ACH 50= ACH 50= ❑Com Iles Requirement will be met. 403.6.3 Installed performance of the -OCOmphes Requirement will be met. ❑Not Observable @ - P q z 3)Drain water heat recovery 3. See M-series for mechanical tF1351 mechanical ventilation system Is ;, ODoes Not " e [f1171' 'ach in Climate Zones ones and ODoes Not units,or 4 Recirculation Not Applicable compliance. <=3 ach in Climate Zones 3-8. Location on lens/s ee tested and verified by an j Location on plans/spec: ) 403,4.1 Protection of insulation on HVAC s: - ❑Complies Requirement will be met. -- ONot Observable See"Air Leakage J Blower approved agency and measured j, ONot Observable See M-series for mechanical Systems. IFR241' piping. t, ODoes Not ❑Not Applicable Door Test Notes"on A-001. using a Row hood,flow grid,or ONot Applicable compliance. 404.1._ 90%or more of permanent -OComplies Requirement will be met. _ other airflow measuring device. ' [FI6)1 fixtures have lamps with an ODoes Not 4y, Location an planslspec: 403.3.3 .Ducts are ressure tested to cfm/100 cfm/100 ❑Com lies Exce tion AAIf ducts and air ------- ----___ _.._ ._)-_.-..__-...-__._.- 'efficacy>- Location on pians/spec: ❑Not Observable P P P 65 lumans/watt or See M•series for mechanical IFI27p 'determine air leakage with ft' QDoes Not handlers are located within 403.2 Hot water boilers supplying heat OComplies Exception:Requirement is nave a total luminaire efficacy ONot Observable 4 ONot Applicable compliance. (Fi26]z through or two-pipe heatin - not a licable. y See A-030 for lighting p ,either:Rough-in test:Total conditioned space. 9g ODoes Not PP '>=45 lumens/watt. ONot Applicable '❑Not Observable systems have outdoor setback -_ 'schedule___showing efficiency. s 403,5.3 Hot water pipes are insulated to R-- R-- OComplies Requirement will be met. leakage measured with a ❑Not Observable 404 2 'Detached one and two-family (FR1811 aR-3. .❑Does Not pressure differential of 0.1 Inch ONot Applicable Location on plans/spec: control to lower boiler water Location on plans/spec: 1 Y Ocomplies Requirement will be met. Location on plans/spec: w.g,across the system including See M-series for mechanical temperature based on outdoor ONot Applicable See M-series for mechanical IFI351 dwellings and townhouses where '- ODoes Not - ;ONot Observable temperature. .R compliance. the conditioned space Is>1,400 (� Location on planslspec: See M-series for mechanical the manufacturer's air handler compliance. ----.----- --- ------- .----.---_ -. sf comply with the re uirements j' ONot Observable ONot Applicable compliance. enclosure if Installed at time of 403.5.1.1 Heated water circulation systems b OComplms Requirement will be met. p y q See A-120 for Solar-Ready test.Poslconstruction tech Total (FI2812 have a circulation um The of Appendix RA. ❑Not Applicable zone. 403.5 Energy conservation measures R•_ R•_ ❑Complies Exception:Requirement is pump, ODoes Not 404.3 .One or two-family dwellings and [FR2911 for SWH systems follow ODoes Not not applicable, leakage measured with a system return pipe is a dedicated' Not Observable Location on planslspec: 1 Y 4 OComplies Requirement will be met. pressure differential of 0 1 Inch return pipe or a cold water supply` O 'See P-series for plumbing [FI36] townhouses with parking area > Q i� guidelines in section R403.5,1.5. p! g Does Not '[]Not Observable ,w.g.across the entire system 'pipe.Gravity and thermos- ONotAppticable .compliance. ,provided 81 the building site shall, Location on plans/spec: _ ONot Applicable including the manufacturer's air Syphon circulation systems are have a 208/240V 40-amp outlet : ONot Observable See E-Series for more ,handler enclosure. not present.Controls for :for each dwelling unit or panel ONot Applicable information. 403.E z Automatic or gravity dampers are 1' ❑Complies Requirement will be met, circulating hot water system [ capacity and conduit for the [FR191 installed on all outdoor air ODoes Not 403.3.4 Duct tightness test result of<e4 cfm1100 cfmllo0 OComplies Exception:All ducts and air 'pumps start the pump with signal .future Installation of such an Intakes and exhausts. Location on plans/spec: [FI41 :cfm/100 ft2 across the system or ft- ft2 '❑Does Not handlers are located within :for hot water demand within the 'outlet.See Becton details -❑Plot Observable See M-Series for outdoor air <-3 cfm/100 ft2 without air conditioned space. -------- ---_..-.�..,_,,,,..__ ONot Applicable ONot Observable 'Occupancy.Controls 404.1.1 'Fuel as lighting systems have PP intake and exhaust 'handler @ 25 Pa.For rough-in ONot Applicable licable automatically cum off the um 9 0 9 Y OComplies Exception:Requirement is specifications, tests,during Framing may need to PP Location on plans/spec: Y pump F (FI23]a no continuous pilot fight. ; ODoes Not not applicable. - -occur during Framing Inspection. �, See M•series for mechanical when water is in Ultulation loop Additional Comments/Assumptions: wmpliance. is at set-point temperature and T "' ❑Not Observable Location on plans/spec: ___no demand for hot water exists, _ i ONO,Applicable proposed building Is all 403.3.2.1 A,r handler leakage designated �TOComplies Requirement will be met. 403.5.1.2 Electric heat trace systems -y�QComplies Exception:Requirement is electric. fF1241 by manufacturer at<-2%of ODoes Not 403.5. comply heat IEEE systems m UL ❑ -`-"`- ---------- ___.-,_ design air flow. , location on plans/spec: Does Not not applicable. 401.3��Compliance certificate posted. -------_electric. 'Requirement will be met. ONot Observable 515.Controls automatically (FI71z See M-series for mechanical ONot Observable ODoes Not ONot Applicable .compliance. adjust the energy input to the Location on planslspec: heat tracing to maintain the ONot Applicable See P-series for plumbing ONot Observable 403.1.1 Programmable thermostats - _ OComplies Requirement will be met. desired water temperature in the compliance. _ _ _ ONOt Applicable fFl912 Installed for control of primary ODoes Not piping. _ 303.3 Manufacturer manuals for heating and cooling systems and Location on plans/spec: - - a FOComptles Requirement will be met. Initially set by manufacturer to ONot Observable See M-series for mechanical 403.5.2 Demand recirculation water ❑Complies Requirement will be met. IF1181 mechanical and water heating ODoes Not _ ' IF1301z systems have controls that ODoes Not systems have been provided. - _code specifications, ONot Applicable compliance.--- ',manage operation of the pump 'Location on plans/spec: ONot Observable 403.1.2 Heat pump thermostat Installed - �� OComplies Requirement will be met, and limit the temperature of the ;, - ❑Not Observable See P-series for plumbing ONOt Applicable [FI10]2 on heat pumps. ODoes Not water entering the cold water ❑Not Applicable -compliance. ONot Observable Location on plans/spec; pipingto<-104eF. Additional Comments/Assumptions: See M-series for mechanical ONotApplicable compliance. - 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 11 2 Medium Impact(Tier 21 3 Low Impact(Ter 3) 'i --'-------" - �_-� _- -�-_--_, - - _ _-_ ___- -_ (Tier__� _-___._ 1 1 High Impact(Tier 1) 2 Medium Impact(Tior 2) 3 Low Impact(Tier 3) 1 High Impact(Tier 11 2 Medium Impact(Tier 21�9�Low Impact(Tier 3) Project Title:Greenport House Report date: 05/16/24 Project Title:Greenport House Report date: 05/18/24 Project Title'Greenport House Report date: 05/18/24 Project Title:Greenport House Report date: 05/18/24 Project Title:Greenport House Report date: 05/18/24 Data filename: Page 6 of10 Data filename: Page 7 of10 Data filename: Page 8 of10 Data filename: Page 9 of10 Data filename: Page 30 of10 Seal& Signature: 2020 (NYStretch - 2018 IECC Energy y,�p %JWU Efficiency Certificate * f• y Cr t .,�;y>tn4 77T .-.,.....,.-..._._„•,-._,,..,JL._w.........�"'Y m.P"".:-�_,,._._.r..�..._.� ..RI- +, Above-Grade Wall 39.00 � Below-Grade Wall 20.00 O'$75g Floor 20.00 �881O�P Ceiling/Roof 60.00 Ductwork(unconditioned spaces): o. Description Date Window -0.14 -0.32 3 Issue for Permit 9/9/2023 Dootrr 0.19 0.32 Heating System_Split Air Conditioning Heat Pump-3.7 COP Cooling System:_Split Air Condition sing Heat Pump-17.8 SEER Water Heater: Heat Pump Water Heater-3.75 EFF Name:_Theodore Baab,Design Consultant 5/18/24: Comments Energy Compliance-ResCheck ONW-0® 1 ro'ect: Greenport House 1360 9th Street Greenport, NY 11944 Design Consultant: BAAB, LLC 234 South Main St#403 Middletown, CT 06457,T: 202-236-8036 Professional of Record Ulgur Aydin, PE KSK Construction Group 136 N 10th St, Brooklyn, NY 11249 Owner: Abigail Nitka 166 North 10th Street 19'-2" Brooklyn, NY 11211 Structural Engineer: Silman 32 Old Slip, 10th Floor 15'- 9" New York, NY 10005,T: 212-620-7970 MEP Engineer: EP Engineering 110 William St 13'-6" New York, NY 11038 Landscape Architect: Nishiel Patel Design Office 372 Jefferson Ave Brooklyn, NY Civil Engineer: 15 Subsurface Specialists Inc 105 Maxess Road, Suite 124 Melville, NY 11747 T: 631-980-3912 i — Walls J RALLI-ILL ]RILLL] jI This document is an instrument of professional service. It is intended for use only as drawn and noted. Contractor shall verify all dimensions. I Outlet Hose bbb Outleti N First Fl 0'-0" OElevation N 1/4"= 1'-0" 20'-0" 4 19'- 1" 2 16'-2 15'-8" R ibj JUL _ 14'-3" 013'-4"�--_ i Walls j T-6" Seal &Signature: I i Or w ~ ! , e I First FI il 9 0'-011 875 E881da�y`c. I I No. Description Date OElevation W 6 Issue for Construction 06/15/2024 1/4"= 1'-0" Elevations-Exterior -200 1/4"= 1'-0" Project: Greenport House 1360 9th Street Greenport, NY 11944 Design Consultant: BAAB, LLC 234 South Main St#403 Middletown, CT 06457,T: 202-236-8036 Professional of Record Ulgur Aydin, PE KSK Construction Group 136 N 10th St, Brooklyn, NY 11249 Owner: Abigail Nitka 165 North 10th Street Brooklyn, NY 11211 Structural Engineer. Silman 20'-0 32 Old Slip, 10th Floor 2 19 -2" 4 New York, NY 10005,T: 212-620-7970 MEP Engineer: EP Engineering 110 William St New York, NY 11038 15'- 9" Landscape Architect Nishiel Patel Design Office 14'- 3" � 372 Jefferson Ave 13'-3" / �\, i Brooklyn, NY Civil Engineer: Subsurface Specialists Inc 105 Maxess Road, Suite 124 Melville, NY 11747 T: 631-980-3912 , I This document is an instrument of Walls j — — 7'-6„ professional service. It is intended for use lijl ;i �!Illi ! only as drawn and noted.Contractor shall it verifyall dimensions. �IIIII'i (ail l N I I . I j�lllij'!I I,Il,i �I!II. I I — — First FI !r 0'-01, i i OElevation E 1/4"= 1'-0" 20'-0" 19'-2" 16'-2" 14'- 3" 13'-5" Seal & Signature: 1,Gu Q d Wall Q o I _ 6s UT" ��= '✓y�x � y r I � ! LL i I �! 76759 � I _First FI No. Description Date 0'-0" 6 Issue for Construction 06/15/2024 OElevation S 1/4" = 1'-0" Elevations-Exterior -201 1/4"= 1'-0" FASTENING OF FLOOR PANELS Pr- oject: GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW FILLER AND BACKER BLOCK SIZES ALLOWABLE HOLES - TJI® JOISTS Greenport House TJI® 1 RIM BOARD TJI®JOISTS 110 210 230 OR 360 560 1360 9th Street ( ) 1-1/2 MIN. DISTANCE Green port,MICROLLA PARALLAM® MIN. DISTANCE FROM TABLE A - port, NY 11944 NAIL SIZE 1-1/4 TIMBERSTRAND 9-1/2"OR 14" 9-1/2"OR 14" 18" 14" 18" FROM TABLE B 1-1/2" HOLE MAYBE 110,210, 360 AND ILEVELO TIMBERSTRAN O LSL OR WIDER MO PSL DEPTH 9-1/2 O 14" 11-7/8" AND 230 560 1_1/g�� 11-7/8" 11-7/8" OR 16" 11-7/8" OR 16" OR 20" OR 16"OR 20" DO NOT CUT HOLES CUT ANYWHERE IN Design Consultant: D O LSL LVL - NO FIELD CUT LARGER THAN 1-1/2" IN WEB OUT-SIDE OF BAAB, LLC r, FILLER BLOCK(1) 2x6+3/8" 2x8+3/8" 2x6+ 1/2" 2x8+ 1/2" 2x12+ 1/2" TWO TWO TWO HOLES IN HATCHED ZONE 8d(0.131"x 2-1/2") 4" 3 6 4 3 3 3 (DETAIL H2) 2X6 2X8 SHEATHING SHEATHING HEATHINGSHEATHING SHEATHING 2X6 2X8 2X12 HATCHED CANTILEVER Mid South Main St 457, 4" 4" 6" 4" 4" 4" 4'r DO NOT Middletown,CT 06457,T: 202-236-8036 10d(0.148"x 3"), 12d(0.148"x 3-1/4") ZONES CUT OR NOTCH FLANGE. CANTILEVER 2X6 2X10 �� o 0 0 rr 2x6+3/8 2x 10+3/8 2x6+ 1/2 2x 10+ 1/2 NOT NOT 16d(0.162"x 3-1/2") 6' 6 16 6"(2) 6"(2) 8' 6 FILLER 4'-0" 6-0" SHEATHING SHEATHING SHEATHING SHEATHING 6 6" Professional of Record DETAIL E4 LONG LONG APPLICABLE APPLICABLE 0 ( ) 4'-0"LONG 6'-0"LONG 4'-0"LONG 6'-0"LONG 1 ONE ROW OF FASTENERS PERMITTED TWO AT ABUTTING PANEL EDGES FOR DIAPHRAGMS. STAGGER NAILS WHEN USING 4"ON- r Ulgur Aydin, PE ( ) ( ) BACKER BLOCK 1 rr rr 6' L1 2 x D1 D L2 2 x L D2 6" 6" KSK Construction Group CENTER SPACING AND MAINTAIN 3/8"JOIST AND PANEL EDGE DISTANCE. FOR OTHER APPLICATIONS, MULTIPLE ROWS OF FASTENERS ( ) 5/8' OR 3/4 3/4 OR 7/8 1 NET 2X6 2X8 2X12 1 MINIMUM 136 N 10th St,tion n NY 11249 ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST 1/2"AND STAGGERED. (DETAIL F1 OR H2) MINIMUM \ Brooklyn, (APPLIES TO ALL HOLES CLOSELY GROUPED ROUND HOLES ARE 1 (2)CAN BE REDUCED TO 4"ON-CENTER IF NAIL PENETRATION INTO THE NARROW EDGE IS NO MORE THAN 1-3/8"(TO AVOID SPLITTING). (1) IF NECESSARY, INCREASE FILLER AND BACKER BLOCK HEIGHT FOR FACE MOUNT HANGERS AND MAINTAIN 1/8" EXCEPT KNOCKOUTS) PERMITTED IF THE GROUP PERIMETER • RECOMMENDED NAILING IS 12"014-CENTER IN FIELD AND 6"ON-CENTER ALONG PANEL EDGE. FASTENING REQUIREMENTS ON GAP AT TOP OF JOIST;SEE DETAIL W. FILLER AND BACKER BLOCK LENGTHS SHOULD ACCOMODATE REQUIRED MEETS REQUIREMENTS FOR ROUND OR ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS LISTED ABOVE. MAILING WITHOUT SPLITTING(12"MINIMUM FOR BACKER BLOCKS AND 24"MINIMUM FOR FILLER BLOCKS). TABLE A - END SUPPORT SQUARE HOLES. DO NOT • 14 GA.STAPLES MAY BE SUBSTITUTED FOR 8D(0.113"x 2-1/2")NAILS IF MINIMUM PENETRATION OF 1" INTO THE TJI@)JOIST OR RIM CUT HOLES CANTILEVER BOARD IS ACHIEVED. JOISTS MUST BE LATERALLY SUPPORTED AT MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT REINFORCEMENT. Owner: • ka ILEVELO RECOMMENDS USING A NON-POLYURETHANE SUBFLOOR ADHESIVE ON ALL CONTACT POINTS BETWEEN PANELS AND CANTILEVER AND END BEARINGS BY BLOCKING JOIST Abigail TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE 165 North h 110 FLOOR FRAMING. PANELS, HANGERS,OR DIRECT ATTACHMENT TO DEPTH th Street 2" 3" 4" 5" 6-1/2' 7" 8-7/8' 11" 13" 2" 3" 4" 5" 6-1/2" 7" 8-7/8" 11" 13" Brooklyn, NY 11211 • MAXIMUM SPACING OF NAILS IS 13"ON-CENTER FOR TJIO JOISTS. A RIM BOARD OR RIM JOIST. y • NAILING ROWS MUST BE OFFSET AT LEAST 1/2"AND STAGGERED. 110 V-0" V-6" 2'-0" 2'-6" 5'-0" 1'-0" 1'-6" 2'-6" 3'-6" 4'-6" 9-1/2„ 210 V_0" V_61' 2-41 3-4- 6_0" 1,_0„ 2r_D„ 2r_6rr 4r_Orr 5,_0„ Structural Engineer: rr r, , " , „ , „ , r r „ „ , , r, Silman 230 1-0 2'-0 2-6 3-6 5-6 1-0' 2-0 T-0 4-6'r 5-0 32 Old Slip, 10th Floor 360 V-6" 2'-0" 3'-0" 4'4" 6-0" V-6"1 2'-6" 3'-6" 5'-0" 5'-6" ,r r — r r, r r ,r r r r r ,r New York, NY 10005,T: 212-620-7970 E 1 110 1 -0 1 -0 1-0 1 -0' 2'-6" 2-6 5-0' 1 -0 1 -0' 1 -6' 2-6 4-6" 4'-6" 6-0 SAFETY BRACING (1x4 MINIMUM)AT 8' 210 1'-0" 1'-0" 1'-0" 1'-6" 2'-6" 3'-0" 5'-6" 1'-0" 1'-0" 2'-0" 3'-0" 5''-( 5'-6" 6'-6" ON-CENTER(6'ON-CENTER FOR TJI® 11-7/8' 230 V-0" 1'-0" V-0" 2'-0" 3'-0" 3'-6" 6'-0" 1'-0" V-0" 2'-0" X-0" 5'-6" 5'-6" 7'-0° MEP Engineer: 110 JOISTS)AND EXTENDED TO A EP Engineering 360 1'-0" 1'-0" 1'-6" 2'-6" 4'-6" 5'-0" 7'-0" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" 6'-6" 7'-6" / 110 William St BRACED END WALL. FASTEN AT EACH 560 1'-0" V-0" V-6" X-0" 5'-0" 5'-6" 8'-0" V-0" 2'-0" 3'-6" 5'-0" 7'-0" 7'-6" 8'-0" New York, NY 11038 JOIST WITH 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 1'-0" V-0" 1'-0" 1'-6" 3'-6" 4'-0" 6'-0" 8'-0"TWO 8D(0.113"X 2-1/2")NAILS MINIMUM 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" V-6" 3'-0" 6-0" 1'-01, 1'-0" V-0" 2'-0" 4'-0" 4'-6" " " n r r r , " r n r " n , n r n r n n n n Landscape Architect: H2 SEE WARNING 14 230 1-0 1 -0 1 -0' 1-0' 1 -6 2-0 3'-6" 6-6 1 -0 1 -0 1 -0 2-0 4-0 5-0 7-0' 9-0 ( )• _ Nishiel Patel Design Office Al \ 360 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" T-0" 5'-6" 8'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-6" 6'-6" 8'-0" 9'-6" 372 Jefferson Ave RIM BOARD JOINT 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 6'-0" 9'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-6" 7'-0" 9'-0" 0'-0" Brooklyn, NY DO NOT BEVEL CUT,JOIST E2 BETWEEN JOISTS \ \ 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-6" 6'-6" 8'-0" 0'-6" BEYOND INSIDE FACE OF WALL. �}� 16 230 1 0 1 0 1 0 1 0 1 0 1 0 2'-0 4 0" 6 6 1 0 1 0 1 0 1 0' 3 0 X-6 7'-0 9 0 1 0 Civil Engineer: ° „ ,_ „ ,_ n r_ ,r ,_ rr r- rr ,_ „ „ ,_ ,_ „ r- ,r ,_ r, r- ,r r- r , „ rr rr , „ r rr A3 DO NOT OVERHANG SEAT 360 1'-0" 1'-0" 1'-0" 1'-0" 1'4' 1'-0" 3'-0" 6-0" 9'-0" 1'-0" 1'-0" 1'-0" 1'-0" 4'-0" 5'-0" 9'-0" 0'-0" 1'-6" Subsurface Specialists Inc CUTS ON BEAMS BEYOND 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" V-0" 3'-0" 6'-6" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-0" 6'-0" 0'-0" 1'-0" 2'-0" 105 Maxess Road, Suite 124 THE INSIDE FACE OF Melville, NY 11747 T: 631-980-3912 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" SUPPORT MEMBER. 18" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 10'-0" 1'-0" V-0" 1'-0" 3'4" 5'4" 10'-0" 11'4' 13'-6" 560 V-0" V-0" 1'-0" 1'-0" V-0" 1'-0" 5'-0" 11'-0" 1'-0" 1'-0" V-6" 4'-0" 6-6" 11'-0" 12'-0" 14'-6" CS 20" 360 1'-0" V-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 7'-0" 1 U-6" 1'4' 1'-0" 1'-0" V-0" 2'-6" 8-4- 1 V-6" 14'-0" 15'-6" TJI@)RIM JOIST' 560 1'-0" 1'-0" 1'-0" 1'-0" V-0" 1'-0" V-0" 7'-0" 11'-0" 1'-0" 1'-0" 11-0" V-0" 4'4" 9'-6" 12'-6' 14'-6" 15'-6" This document is an instrument of L3 1-1/4"TIMBERSTRANDO LSL OR TABLE B- INTERMEDIATE OR CANTILEVER SUPPORT professional service. It is intended for use ILEVELO 1-118" RIM BOARD. MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT only as drawn and noted. Contractor shall A2 JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE verify all dimensions DEPTHTJI@) 2" 3" 4" 5" 6-1/ " 7" 8-7/ " 11" 13" 2" 3" 4" 5" 6-1/ " 7" 8-7/ " 11" 13" •. _ B 1 L1 110 1'-6" 2'-6" 3'-0" 4'-0" 7'-6" V-6" 2r-6„ T-6" 5r_6" 6-6" H 1 11- 10 3/4" 9-1/2 210 2'-0" 2'-6" 3'-6" 4'-6" 7'-6" 2'-0" 31-0" 4'-0" 6'-0" 7'-0" 230 2'-6" 3'-0" 4'-0" 5'-0" 8'-0" 2-6 3-0 4-6 6-6 T-6 _ B2 360 3'-0" 4'-0" 5'-6" 6-6" Y-0" 3'-0" 4'-6" 5'-6" 110 1'4" 1'-0" V-6" 2'-6" 4'-0" 4'-0" 8'-0" 1'-0" V-6" 2'-6" 4'-0" 6'-6" 7'-0" 9'-0" L5 B3 210 V-0" V-0" 2'-0" 3'-0" 4'-6" 5'-0" 9'-0" 1'-0"2'-0" 3'-0" 4'-6" 7'-6" 8'-0" 10'4" 11-7/8' 230 V-0" 2'-0" 2'-6" 3'-6" 5'-0" 5'-6" 9'-6" 1'-0" 2'-6" 3'-6" 5'-0" 8'-0" 8'-6" 10'4" 4 ` 2'-0" T-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'-0" 560 V-6" 3'-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'4" 3'-0" 4'-6" 6'-0" 8'-0" 10'-6" 11'-0" 12'-0" ` 11` r r, , „ r „ r n r n , n , n r n , , " n , r rr r n �!G" :•• �.f .^•••:,S*11a4i a} 110 1 -0 1 -0" 1, -0 1-0 2-0 2-6 4-6 8-0 1-0 1-0" 1-0 2'-6 5-0" 6-0 9-4- 12-0 O B4 n n r, r rr r, „ „ , „ r, r " " USE 131 OR B2 AT 210 1-0 1-0 1-0 1-0 2'-6" 3-0' S-0 9-0 1-0 1 -0 2-0' 3-6 6'-0 7-0 10-0 12'-6" 14" 230 V-0" 1'-0" V-0" 2'-0" 3'-0" 3'-6" 5'-6" 10'-0" 1'-0" 1'-0" 2'-6" 4'-0" 6'-0" 7'-6" 10'-6" 13'-0" INTERMEDIATE BEARINGS 360 V-0" V-0" 2'4" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'4" 4'-0" 5'-6" 9'-0" 10'-0°12'-0" 14'-0" WITH LOAD BEARING OR 560 1'-0" V-0" V-6" 3'-6" 5'-6" 6-6" 9'-6" 13'-6" V-0" 3'-0" 5'-0" 7'-0" 10'-0" 11--0" 13'-6" 15'-0" SHEAR WALL FROM ABOVE 210 V-0" V-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0 •1'-0" 2'-0" 4'-6" 5'-6" 9'-6" 12'-6" 15'-6" END OF JOISTS 230 V-0" V-0" V-0" V-0" V-6" 2'-0" 4'-0" 6'-6" 10'-6" 1'-0" 1'-0" V-0" 2'-6" 5'-0" .6 4' 10'-6" 13'-0" 16'-0" AT CENTERLINE 16rr 360 V-0" 1'-0" V-0" 1'-0" X-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" T-0" 4'-0" 7'-6" 8'-6" 13'-0" 14'-6" 17'-0" OF SUPPORT BRACED END WALL- 560 V-0" 1'-0.1 1'-0" 1'-01, 2'-6" 3'-6" 7'-0" 11'-0" 15'-0" V-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'4" 14'-6" 16'-0" 18'-0" SEE NOTE 3 UNDER — -- _ WARNING 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" jH 1 18" 360 V-0" V-0" V-0" V-6" X-0" 6'-0" 9'-0" 15'-0" V-0" 1'-6" 4'-0" 6-6" 9'-0" 14'-6" 16'-6" 19'-6" O 560 V-0" V-0" V-0" V-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 8'-6" 1 V-6" 16'-6" 18'-0"20'-0" v O r, ,r ,r r, r, „ rr rr , „ ,r „ r, „ r r r rr , 20" 360 1 -0 1 -0 1 -0' 1 -0 1 -0 3-0 6-0 11-0 15-6 1-0 1 -0 1 -6 4-0 7-4- 12-6 16-6' 19-0 1 -0 ® 560 1'-0" V-0" 1'-0" V-0" 1'-0" V-6" 5'-6" 12'-0" 16'-0" V-0" V-0" 3'-0" 6-0" 8'-6" 14'-0" 17'-6' 19'-6" 0'-6" O o RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. O O HOLES MAY BE LOCATED VERTICLLY ANYWHRE WITHIN THE WEB. LEAVE 1/8"OF WEB (MINIMUM)AT TOP AND BOTTOM OF L4 DO NOT USE SAWN HOLE. o LUMBER FOR RIM BOARD KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. LA) EXTERIOR DECK FOR SIMPLE SPAN 5'MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM SIZE O ATTACHMENT OR BLOCKING,AS R MAY ROUND HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. STRUCTURAL SHRINK AFTER • INSTALLATION. USE ONLY DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL SPECIFIER'S GUIDES. FOR OTHER LOAD SHEATHING CONDITIONS OR HOLE CONFIGURATIONS USE ILEVELO TJ-BEAM@)SOFTWARE OR CONTACT YOUR ILEVELO REPRESENTATIVE. UNTREATED O PROTECT o ENGINEERED LUMBER. ALLOWABLE HOLES - HEADERS AND BEAMS WOOD FROM DIRECT o TJI@ JOIST NAILING REQUIREMENTS AT BEARING 1.55E TIMBERSTRANDO LSL HEADERS AND BEAMS CONTACT WITH CONCRETE o 2 X DIAMETER OF THE SEE ALLOWABLE HOLES TJI@) JOIST TO BEARING PLATE SQUASH BLOCKS TO TJI O JOIST LARGEST HOLE(MINIMUM) 1-1/2"KNOCKOUTS AT O H3 1-1/4"TIMBERSTRAND® (LOAD BEARING WALL ABOVE) 1/3 DEPTH ALLOWED HOLE ZONE APPROXIMATELY 12" LSL OR ILEVELO ON-CENTER 1-1/8"RIM BOARD. ONE 1OD(0.128"X 3") HEADER OR MAXIMUM NAIL INTO EACH O O BEAM ROUND FLANGE ° DEPTH HOLE SIZE BEARING PLATE TO BE 0 01 ° 9-1/4-9-1/2" 3" FLUSH WITH INSIDE FACE 11-1/4"- 11 -7/8" 3-5/8" Seal &Signature: OF WALL OR BEAM 14"- 16" 4-5/8" RIM TO TJI@ JOIST I 8 8" SEE ILLUSTRATION .� OF N��, ONE 8D(0.113"x 2-1/2") f_4 FOR ALLOWED HOLE hr' 1-1/4"l-IMBERSTRANDO LSL NAIL EACH SIDE. DRIVE 1-3/4 MINIMUM BEARING ALSO SEE DETAIL B2 GENERAL NOTES: ZONE OR ILEVELO 1-1/8" RIM RIM J WIDE TJI@) NAILS AT AN ANGLE AT AT END SUPPORT; 3-1/2" „ BOARD OR 1-3/4"WIDE TJI® RIM JOIST:TOE r, MINIMUM AT NAIL WITH 10D LEAST 1-1/2 FROM END. ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM AND/OR CONCENTRATED RIM JOIST: ONE 10D (0.128"x INTERMEDIATE SUPPORT LOADS 3")NAIL INTO EACH FLANGE (0.128 .X 3 ) 3-1/2"WIDE TJ10 i NAILS, ONE FLOOR JOIST SHEAR TRANSFER:CONNECTIONS EQUIVALENT TO ROUND HOLES ONLY �`•� . EACH SIDE OF FLOOR PANEL NAILING SCHEDULE NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. N 2-1/16"--2-5/16"WIDE TJ10 FQ RIM JOIST: ONE 16D(0.135"x TJI@) JOIST 3-1/2") NAIL INTO EACH 3-1/2"WIDE TJI RIM INSTALLATION TIPS �� ,� OTHER (LEVEL® TRUS JOIST® HEADERS AND BEAMS ` FLANGE JOIST SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, I Ll MICROLLAMO LVL AND Date DO NOT CUT, NOTCH OR No. Description 1-3/4"MINIMUM TOP VIEW BUT MAY NOT BE REQUIRED. PARALLAMO PSL HOLE ZONE 2 X DIAMETER OF THE DRILL HOLES IN HEADERS OR BEARING LOCATE RIM BOARD JOINT BETWEEN JOISTS. LARGEST HOLE(MINIMUM) BEAMS EXCEPT AS INDICATED SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED 1.3E TIMBERSTRAND 1/3 DEPTH IN ILLUSTRATIONS AND TABLES. BEAM ATTACHMENT AT BEARING VERTICAL LOADS(DETAILS B1 AND 132). PACKING OUT THE ® LSL HOLE ZONE WEB OF A TJI JOIST(WITH WEB STIFFENERS) IS NOT A T11.25;ONE 1 OD SUBSTITUTE FOR SQUASH BLOCKS OR BLOCKING PANELS. 1-1/4"TIMBERSTRANDO LSL ADDITIONAL d o (0.128"X 3")NAIL SHIFTE ° O ° ° HEADER OR MAXIMUM EACH SIDE OF OR ILEVELO 1-1/8"RIM BOARD. WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING D JOIST JOIST ° ° ° BEAM ROUND MEMBER AT PARALLEL PARTITIONS, SPACE JOISTS APART THE WIDTH OF DEPTH HOLE SIZE BEARING, 1-1/2" Q1 r THE WALL FOR PLUMBING OR HVAC. PLUMBING DROP GENERAL NOTES: MICROLLAMO LVL 4-3/8" 1" MINIMUM FROM END AND PARALLAMO PSL ADDITIONAL JOIST AT PLUMBING DROP(SEE DETAIL). ALLOWED HOLE ZON 5-1/2" 1-3/4" SEE FRAMING PLAN (IF APPLICABLE) ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS 7-1/4"—20" 2" DRIVE NAILS AT AN OR ILEVEL FRAMER'S POCKET WITH UNIFORM LOADS ONLY. MIDDLE 1/3 SPAN SEE ILLUSTRATION ,ANGLE TO MINIMIZE GUIDE FOR MINIMUM END AND ROUND HOLES ONLY. SPLITTING OF INTERMEDIATE BEARING LENGTHS. NO HOLES IN CANTILEVERS. d 1.3E TIMBERSTRAND®LSL ALLOWED HOLE d FOR ALLOWED HOLE PLATE NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. ZONE ZONE TYPICAL DETAILS - 505 1/2r,= V.011 WHEN SHEATHING THICKNESS EXCEEDS 7/8", 2X_STUD WALL BOUNDARY NAILING-8D(0.131"X 2-1/2")Al INTERMEDIATE Project: 4"ON-CENTER* BEARING TRIM SHEATHING TONGUE AT RIM BOARD AT Greenport House WHEN SHEATHING THICKNESS EXCEEDS 7/8",TRIM NO LOAD BEARING PLATE NAIL PLATE NAIL-16D(0.135"X 3 AT 16"ON- 16"ON-CENTER LOAD FROM 1360 9th Street JOIST DETAILS CENTER* ( SHEATHING TONGUE AT RIM BOARD LOAD BEARING OR SHEAR WALL WEB STIFFENERS WALL ABOVE BLOCKING PANELS ABOVE Greenport, NY 11944 FLOOR PANEL NAIL-8D 0.131"X 2 PLATE NAIL- 16D(0.135"X 3-1/2")AT 12" ABOVE(MUST STACK OVER WALL REQUIRED EACH MAY BE REQUIRED PLATE NAIL ( Desi n Consultant: 1/2")AT 6"ON=CENTER* ON-CENTER BELOW) SIDE WITH SHEAR WALLS � FLOOR PANEL NAIL-8D (0.131"X AT B3W ABOVE OR BELOW BAAB, LLC BLOCKING PANEL 2-1/2"AT 6"ON-CENTER BLOCKING PANEL (SEE DETAIL 61) 1� Middletown 234 South , CT CT 064573T:202-236-8036 ' • 1-1/4"TIMBERSTRAND 2X4 MINIMUM Professional of Record LSL OR O ILEVEL 1-1/8" • RIM BOARD SQUASH BLOCKS Ulgur Aydin, PE 1-1/4"TIMBERSTRAND LSL KSK Construction Group TOENAIL TOE NAIL TOE NAIL- 10D(0.128"X 3") OR O ILEVEL 1-1/8" RIM 136 N 10th St, Brooklyn, NY 11249 AT 6" 12„ BOARD B1 B W TJI®RIM ON-CENTER* 1/16" 2X4 MINIMUM MIN. TOE NAIL- 10D(0.128"X 3")AT 6" � v SQUASH JOIST ON-CENTER BLOCKS A3 A3.1 A3.2 A3.3 *CONVENTIONAL CONSTRUCTION CODE MINIMUM FOR WEB STIFFENERS USE WITH A3 ONLY. SEE REQUIRED EACH USE 2X4 MINIMUM SQUASH BLOCKS INSTALL PROPER BLOCKING TO SUPPORT ALL SIDE ^ ^ TO Owner: Nitka ILEVEL FRAMER'S POCKET GUIDE FOR A3.1 -A3.3 CS Abigail 0 MINIMUM JOIST MUST HAVE 1-3/4"BEARING AT INSTALLATION SPECIFICATIONS. PANEL EDGES AT B1W AND B2W B3 B3W �� TRANSFER LOAD AROUND TJI O ATTACH BLOCKING PER A3 DETAIL. Al JOIST 165 North 10th Street ENDS.ATTACH RIM JOIST PER A3 DETAIL. ^B2 Brooklyn, NY 11211 A3.4 *SEE ILEVEL FRAMER'S POCKET GUIDE FOR ADDITIONAL INSTALLATION B2W SPECIFICATIONS. Structural Engineer: 1-1/4"TIMBERSTRANDO LSL OR ILEVELO Silman 1-1/8"RIM BOARD. NAIL TO BLOCKING WITH 32 Old Slip, 10th Floor - 8" DIAMETER MAXIMUM HOLE FOR 11-7/8"- CONNECTIONS EQUIVALENT New York, NY 10005,T: 212-620-7970 WEB 16" DEEP BLOCKING PANELS;6"DIAMETER 4'-0"LENGTH OF 3/4" 8"DIAMETER MAXIMUM HOLE FOR TO FLOOR PANEL SCHEDULE. 6'-0"LENGTH OF TJI@ „ MEP Engineer: STIFFENERS MAXIMUM FOR BLOCKING PANELS 9-1/2 REINFORCEMENT ON ONE 11-7/8 --16 DEEP BLOCKING PANELS;6 8 DIAMETER MAXIMUM HOLE FOR 11-7/8 -- 16 ATTACH REINFORCEMENT TO REQUIRED DEEP OR SHORTER THAN 12"LONG. SIDE AT E2, BOTH SIDES AT E3 DIAMETER MAXIMUM FOR BLOCKING JOIST REINFORCEMENT DEEP BLOCKING PANELS;6" DIAMETER „ EP Engineering �� AND FILLER BLOCK. USE 1-1/4 JOIST WITH ONE 8D (0.131"x 2-1/2") BOTH DO NOT CUT FLANGES. PANELS 9-1/2 DEEP OR SHORTER THAN MAXIMUM FOR BLOCKING PANELS 9-112 DEEP NAIL AT EACH CORNER 110 William St SIDES AT 12"LONG. 4'-0"LENGTH WITH 9-1/2" OR SHORTER THAN 12"LONG. TIMBERSTRANDO LSL New York NY 11038 OR ILEVEL 1-1/8" RIM ' AND 11-7/8" TJI JOISTS. BOARD.@ HORIZONTAL BLOCKING PANELS E1 W DO NOT CUT FLANGES. DO NOT CUT FLANGES. 1-1/4" ATTACH REINFORCEMENT TO BETWEEN EACH JOIST. NAIL TO Landscape Architect: TIMBERSTRAND® LSL / 1-1/4" JOIST WITH ONE 8D(0.131"x TOP PLATE WITH CONNECTIONS Nishiel Patel Design Office OR ILEVEL 1-1/8" RIM TIMBERSTRANDO LSL_ 2-1/2")NAIL AT EACH CORNER. EQUIVALENT TO FLOOR PANEL 372 Jefferson Ave OR ILEVEL 1-1/8" RIM vIcNT TO JOIST SCHEDULE. Brooklyn, NY 1 BOARD.@ ' a muvva -iOD (0.148 x3 ) 12"LENGTH OF 3/4" „ „ BOARD.® REINFORCEMENT ON ONE NAIL.?A 1 6"ON -CENTER, CLINCHED. • Civil Engineer: USE 2 ROWS WITH 9-1/2"AND 11-7/8" SIDE AT E5, BOTH SIDES AT •. Subsurface Specialists Inc 1 -1/4"TIMBERSTRANDO LSL ATTACH REINFORCEMENT TJI@ JOISTS. FULL DEPTH VERTICAL E6 12"LENGTH OF 3/4" 105 Maxess Road Suite 124 OR ILEVEL 1 -1/8" RIM TO JOIST WITH 8D(0.131"X BLOCKING BETWEEN REINFORCEMENT ON ONE ' Melville, NY 11747 T: 631-980-3912 BOARD.@ CLOSURE,TYPICAL 2-1/2")NAILS AT 6"ON- EACH JOIST SIDE AT E5, BOTH SIDES AT CENTER.WHEN E6 E1 E W E2 E3 Z �� REINFORCING BOTH SIDES, �2 00 FACE GRAIN �p� STAGGER NAILS. LESS THAN 5"�p� LESS THAN 5" HORIZONTAL NOT FOR USE WITH 3-1/2"TJM JOISTS FLANGE WIDTHS E5 E6 This document is an instrument of E4 E�\7) E8 professional service. It is intended for use only as drawn and noted. Contractor shall EXTERIOR DECK ATTACHMENT verify all dimensions. STRUCTURAL FLASHING EXTERIOR SHEATHING BLOCKING PANEL HANGER HEIGHT MUST BE A BACKER BLOCK: INSTALL TIGHT TO MINIMUM OF 60%OF JOIST DEPTH TOP FLANGE(TIGHT TO BOTTOM NAIL THROUGH 2X CANTILEVER,WOOD FILLER BLOCK:ATTACH WITH TEN 10D FLANGE WITH FACE MOUNT FLUSH BEARING PLATE TREATED 2X BACKER AND TJI@ JOIST WEB WITH 2 (0.128"x 3") NAILS,CLINCHED. USE TEN HANGERS).ATTACH WITH TEN 1OD REQUIRED. MAXIMUM 1/4" LEDGER ROWS 1 OD(0.148"x 3") NAILS AT 6" 16D(0.135"X 3-1/2")BOX NAILS FROM (0.128"x 3")NAILS,CLINCHED OVERHANG PERMITTED AT ON-CENTER,CLINCHED. USE 16D(0.135"x EACH SIDE WITH 3-1/2"TJI@ JOIST WHEN POSSIBLE. BEAM. 3-1/2")NAILS WITH 3-1/2"TJI@ JOIST FLANGE WIDTHS. USE FIFTEEN NAILS 1-1/4"TIMBERSTRANDO LSL FLANGE WIDTHS. WITH TJIO JOIST DEPTHS GREATER SEE FASTENER TABLE BELOW. OR ILEVEL@ 1-1/8"RIM THAN 16". MAINTAIN 2"DISTANCE BOARD. BACKER BLOCK (MINIMUM) FROM EDGE OF BOTH SIDES OF LEDGER TO FASTENER. TOP WEB WITH SINGLE p F1 APPLIES FLANGE TJI@ JOIST. WOOD I /�" v �� TO UNIFORMLY HANGER ( ) BACKER �/p� �`\ FASTENER ALLOWABLE LOAD FACTORED RESISTANCE LBS \ 5� � ��,O��ll LOADED FACE 1-1/4 TIMBERSTRANDO ILEVEL@ 1-1/8" RIM BOARD JOISTS ONLY. MOUNT LSL RIM BOARD O HANGER � -- WEB STIFFENERS H2 fH3 1/2"LAG BOLT 475/750 4 0/575 REQUIRED IF SIDES OF WITH TOP FLANGE HANGERS, BACKER BLOCK REQUIRED F1 HANGER DO NOT ONLY FOR DOWNWARD LOADS EXCEEDING 250 LBS OR LITERALLY SUPPORT AT FOR UPLIFT CONDITIONS. (1)THIS FACTORED RESISTANCE IS WITH A 3/8"GAP BETWEEN THE RIM BOARD AND DECK LEDGER LEAST 3/8"OF TJI@)JOIST •ALLOWABLE LOAD DETERMINED IN ACCORDANCE WITH AC 124. TOP FLANGE. -CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE APPLICATIONS. WEB STIFFENER ATTACHMENT BEAM AND COLUMN DETAILS BEARING AT CONCRETE WALL APPLY SUBFLOOR ADHESIVE TO OPTION#1: ALL CONTACT SURFACES TJIO JOIST BLOCKING WITH END GAP: BEARING AT WALL BEARING FOR DOOR OR WINDOW HEADER BEAM TO BEAM CONNECTION BLOCKS INSTALLED AT 1/3 JOIST-SPAN 1/8" MINIMUM LOCATIONS USING TWO 8D(0.113"x 1' 2-3/4"MAXIMUM 1-1/4" 2-1/2") NAILS OR 2-1/2"SCREWS, TIMBERSTRAND(g) STRAP PER TYPICAL. „ LSL OR ILEVEL@ CODE IF TOP S ( ) 1-1/8" RIM BOARD PLATE IS NOT QQ, 1-1/2 THREE 8D 0 113"x 2-1/2" NAILS, 3 , 560RJOISOT 3-1 2'")NAILS AT 3 1/2"DTJI JOIST LA ERALBLOCKIING FOR OVER HEADER CONTINUOUS N\ �� ) LATERAL SUPPORT FLANGE WIDTHS. 1'= _--� WEB STIFFENER EACH SIDE.SEE OPTION#2: SIZES BELOW. 2X_ STRAPPING INSTALLED AT 1/3 JOIST-SPAN W_ TOP LOCATIONS USING TWO 2-1/2"SCREWS PER r TIGHT FIT FLANGE PROTECT JOIST,TYPICAL. HANGER FACE UNTREATED WOOD MOUNT FROM DIRECT OPTION#3: L1 COLUMN L2 HANGER CONTACT WITH DIRECTLY APPLIED CEILING W WEB STIFFENER SIZE W WEB STIFFENER SIZE MULTIPLE MEMBER CONNECTIONS FOR TOP-LOADED BEAMS(1) CONCRETE WHEN SPECIFIED ON THE LAYOUT,ONE OF THE ABOVE BRACING L3 SEE CURRENT ILEVEL@ LITERATURE FOR L4 -MINIMUM OF 3 ROWS 10D (0.128"x 3") NAILS AT 12"O.C. Seal &Signature: 1-3/4" 5/8"x 2-5/16" MINIMUM 2-5/16" 7/8"x 2-5/16"MINIMUM 1-3/4"--WIDE PIECES: P61 OPTIONS IS REQUIRED WO FRAMING CONNECTORS 2-1/16" 3/4"x 2-5/16" 3-1/2" 2x4 • MINIMUM OF 4 ROWS 10D (0.128"x 3") NAILS AT 12 O.C. FOR 14" HY MINIMUM AND DEEPER BEAMS • IF USING 12D-16D (0.148"-0.162" DIAMETER)NAILS,THE NUMBER OF NAILING ROWS MAY BE REDUCED BY ONE. i M 3-1/2"—WIDE PIECES: " •MINIMUM OF 2 ROWS 1/2" BOLTS AT 24"O.C. STAGGERED. (1)LOAD MUST BE APPLIED EVENLY ACROSS ENTIRE BEAM Deg WIDTH. OTHERWISE, USE CONNECTIONS FOR SIDE-LOADED BEAMS. BEAM ON COLUMN BASE ELEVATED .}- COLUMN CAP COLUMN BASE No. Description Date BEARING AT COLUMN OPTIONAL NOW SHRINK GROUT VERIFY COLUMN CAPACITY AND BEAM ADDITIONAL NAILING OR BOLTING MAY BE REQUIRED P1� P2 U L5 BEARING LENGTH. L5 WITH SIDE-LOADED MULTIPLE-MEMBER BEAMS. SEE CURRENT PRODUCT LITERATURE. REFER TO CURRENT ILEVEL@ LITERATURE. TYPICAL DETAILS 1/2"= 1'-0" Pro'ect: GENERAL NOTES STRUCTURAL STEEL ENGINEERED WOOD PRODUCTS SPECIAL INSPECTIONS Greenport House 1360 9th Street 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL DRAWINGS 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE FOLLOWING 1. WOOD I-JOISTS: PROVIDE ENGINEERED WOOD 1-JOISTS, SIZES AND SERIES AS SHOWN,AS SPECIAL INSPECTIONS ARE NOT REQUIRED BY THE INTERNATIONAL RESIDENTIAL CODE. HOWEVER, IT IS Green port,NY 11944 AND SHALL CONFORM TO 17HE PROJECT SPECIFICATIONS, INCLUDING THE 2020 RESIDENTIAL BUILDING GOVERNING STANDARDS: MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE SILMAN RECOMMENDS SPECIAL INSPECTIONS FOR QUALITY CONTROL AS NOTED BELOW: p CODE OF NEW YORK STATE.ALL GOVERNING STANDARDS LISTED IN THESE NOTES SHALL BE THE EDITION A. AISC 360"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS". MANUFACTURER'S STANDARD RECOMMENDATIONS AND DETAILS, INCLUDING CONSTRUCTION BRACING, Design Consultant: REFERENCED IN THIS GOVERNING CODE. B. AISC 303"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS MINIMUM BEARING LENGTHS,WEB STIFFENERS, SQUASH BLOCKS, BLOCKING, KNOCK-OUTS AND HOLES, ON PROJECTS REQUIRING SPECIAL INSPECTIONS OF BOLTING AND WELDING, OUR STANDARD BAAB, LLC 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING,AND SHEETING AND SHALL MAKE SAFE AND BRIDGES". ETC. SPECIFICATION REQUIRES THE FOLLOWING: 234 South Main St#403 ALL FLOORS, ROOFS,WALLS,AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. SHORING C. AMERICAN WELDING SOCIETY(AWS D1.1)"STRUCTURAL WELDING 2. RIM BOARDS: PROVIDE CONTINUOUS 1.1/4"THICK RIM BOARDS,TIMBERSTRAND LSL AS MANUFACTURED AND SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE CODE-STEEL". BY WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN COMPLIANCE WITH THE MANUFACTURER'S 1. ALL WELDS AND BOLTS SHALL BE EXAMINED BY VISUAL MEANS. Middletown,CT 06457,T:202-236-8036 PROJECT JURISDICTION, HIRED BY THE CONTRACTOR,WHO SHALL SUBMIT SHOP DRAWINGS AND D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS(RCSC) RECOMMENDATIONS AT THE PERIMETER OF ALL FLOOR PLATFORMS. 2. 25%OF ALL WELDS, SELECTED RANDOMLY, SHALL BE MEASURED. CALCULATIONS FOR THE OWNER'S REVIEW. "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH 3. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS,SIZES AS SHOWN, MICROLLAM LVL OR PARALLAM 3. BOLTED JOINTS SHALL BE VERIFIED PER THE RCSC"SPECIFICATION FOR STRUCURAL JOINTS USING Professional of Record 3. THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY.THESE NOTES HIGHLIGHT BOLTS". PSL AS MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN STRICT COMPLIANCE HIGH-STRENGTH BOLTS,"SECTION 9, BASED ON INSTALLATION METHOD. Ulgur Aydin, PE RATHER THAN REPLACE THE SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM WITH THE MANUFACTURERS STANDARD RECOMMENDATIONS AND DETAILS. 4. ALL WELDS SUBJECTED TO TENSILE STRESS SHALL BE EXAMINED BY THE ULTRASONIC METHOD FOR KSK Construction Group SPECIFICATIONS: 4. GLUED LAMINATED TIMBER(SOFTWOOD): PROVIDE ENGINEERED BEAMS,SIZES AS SHOWN, IN 100%OF THEIR LENGTH. 136 N 10th St, Brooklyn, NY 11249 FOUNDATIONS A. WIDE FLANGE BEAMS, COLUMNS,AND STRUCTURAL TEES:ASTM ACCORDANCE WITH AITC 117 DESIGN STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED 5. 10%OF ALL MANUAL FILLET WELDS SHALL BE TESTED BY THE MAGNECTIC PARTICAL METHOD. 1. BUILDING FOUNDATIONS SMALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY OF A992' TIMBER OF SOFTWOOD SPECIES. UNLESS NOTED OTHERWISE,ALL LAMINATIONS SHALL BE SOUTHERN 6. V-0"AT EACH END OF AUTOMATIC FILLET WELDS SHALL BE TESTED BY MAGNETIC PARTICLE METHOD. 2,000 PSF TO BE CONFIRMED AND SPECIFIED BY THE GEOTECHNICAL CONSULTANT.ADEQUACY OF B. HOLLOW STRUCTURAL SECTIONS:ASTM A500, GRADE C. PINE AND ALL BEAMS SHALL BE STRESS CLASS 24F-1.8E.ALL CONTINUOUS OR CANTILEVERED BEAMS 7. 100%OF GROOVE WELDS SHALL BE TESTED BY THE ULTRASONIC METHOD. BEARING STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE.ALL NECESSARY C. STRUCTURAL PIPE SECTIONS:ASTM A53, GRADE B. TO HAVE BALANCED LAYUPS PER AITC SECTOIN 1.3 WITH STRESS CLASS 26F-1.9E. ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED LL THE STRUCTURAL D. CHANNELS,ANGLES,AND PLATES:ASTM A36 UNLESS OTHERWISE 5. PSL POSTS: PROVIDE GRADE 1.8E PARALLAM PSL COLUMNS. IT IS NOT PERMITTED TO USE PSL BEAMS IN LIEU OF THIS FULL TESTING PROGRAM,WE WOULD RECOMMEND TEH FOLLOWING SCOPE OF INSPECTION ENGINEER OF RECORD. NOTED. AS A SUBSTITUTE FOR PSL COLUMNS WITHOUT ACCOMMODATION FOR REDUCED STRENGTH AND FOR THIS PROJECT: Owner: E. BOLTED CONNECTIONS SHALL BE PER ASTM F3125. GRADES ARE APPROVAL BY ENGINEER OF RECORD. Abigail Nitka 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS ARE IN TO BE SELECTED AS FOLLOWS: 1. ALL WELDS AND BOLTS SHALL BE EXAMINED BY VISUAL MEANS. 165 North 10th Street PLACE AND HAVE ATTAINED THEIR 28-DAY STRENGTH. a. STANDARD BEAM TO BEAM/GIRDER:ASTM F3125, GRADES A325, WOOD STRUCTURAL PANEL SHEATHING 2. 10%OF ALL WELDS, SELECTED RANDOMLY,SHALL BE MEASURED. Brooklyn, NY 11211 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF X'-X" BELOW FINAL GRADE. F1852,A490 OR F2280 BOLTS IN SNUG-TIGHTENED JOINTS(3/4" 3. ALL WELDS NOTED IN ANNOTATED PLANS, PROVIDED BY SILMAN UPON THE UNDERSTANDING THAT THE 4. CONCRETE SHALL O N BY BD I DRY EXCAVATIONS.CONTRACTOR SHALL NOTE SOIL AND WATER DIAMETER MINIMUM WITH HARDENED WASHERS). 1. PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS APPROPRIATE TO THE OWNER WISHSES TO PROCEED WITH SPECIAL INSPECTIONS,ARE SUBJECT TO TENSILE STRESS SHALL Structural En ineer: CONDITIONS AS SHOWN BY BORINGS INCLUDED IN THE REFERENCED FOUNDGEOTEATION HNICAL SUBSURFACE b. BEAM/GIRDER TO COLUMN CONNECTIONS, COLUMN SPLICES END USE. EXTERIOR (PERMANENT EXPOSURE), OR EXPOSURE I (CONSTRUCTION EXPOSURE ONLY) BE EXAMINED BY THE ULTRASONIC METHOD FOR 100%OF THEIR LENGTH. Silman g INVESTIGATION REPORT(S)AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS. AND BOLTS EXPERIENCING TENSION LOADS(UNLESS 2. FLOOR SHEATHING: NOM. 3/4"THICK T8G PLYWOOD(48124 SPAN RATING),APA STURD-I-FLOOR,OR 4. 100%OF GROOVE WELDS NOTED ON THE ENCLOSED ANNOTATED PLANS, PROVIDED BY SILMAN UPON CONCRETE OVERSIZED OR SLOTTED HOLES ARE USED, IN WHICH CASE ADVANTECH SUBFLOOR. THE UNDERSTANDING THAT THE OWNER WISHSES TO PROCEED WITH SPECIAL INSPECTIONS SHALL BE 32 Old Slip, 10th Floor SLIP-CRITICAL JOINTS SHALL BE USED):ASTM F3125, GRADES 3. ROOF SHEATHING (STANDARD): NOM. 5/8"THICK T&G PLYWOOD(48/24 SPAN RATING). CONTRACTORS TESTED BY THE ULTRASONIC METHOD. New York, NY 10005,T: 212.620-7970 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: A325, F1852,A490 OR F2280 BOLTS IN PRETENSIONED JOINTS OPTION TO PROVIDE(2)LAYERS OF NOW 1/2"THICK T&G PLYWOOD(32/16 SPAN RATING) IN LIEU OF 5/8" 3/4"DIAMETER MINIMUM WITH HARDENED WASHERS). . MEP Engineer: A. AMERICAN CONCRETE INSTITUTE (ACI)"BUILDING CODE REQUIREMENTS FOR CONCRETE"(ACI 318) ( TO HELP FACILITATE ROOF CURVATURE. FOR STRUCTURAL CONCRETE,THE FOLLOWING THREE CRITERIA ESTABLISH THE REQUIRED MINIMUM EP Engineering B. ACI COLLECTION, LATEST EDITION c. MOMENT CONNECTIONS AND BRACED FRAME CONNECTIONS: 4. WALL SHEATHING(STANDARD: NOM. 1/2"THICK PLYWOOD(32/16 SPAN RATING). SAMPLING FREQUENCY: g g C. CONCRETE REINFORCING STEEL INSTITUTE (CRSI)"MANUAL OF STANDARD PRACTICE" ASTM F3125, GRADES A325, F1852,A490 OR F2280 BOLTS IN SLIP 5. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD SHEATHING. 3 CYLINDERS PER DAY 110 William St CRITICAL JOINTS 3/4" DIAMETER MINIMUM WITH HARDENED 6. LEAVE 1/16"SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8"SPACE AT ALL PANEL EDGE JOINTS. New York, NY 11038 2. ALL CONCRETE COMPOSITE ON METAL DECK SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUM ( 3 CYLINDERS FOR EVERY 150 CUBIC YARDS OF CONCRETE PLACED EACH DAY COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. WASHERS). FAYING SURFACES SHALL BE CLASS A UNLESS 7. UNLESS NOTED OTHERWISE,WALL SHEATHING SHALL BE FASTENED TO FRAMING WITH 8d COMMON 3 CYLINDERS PER 5,000 SQUARE FEET OF SLAB OR WALL SURFACE EACH DAY 3. ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITH A MINIMUM COMPRESSIVE OTHERWISE NOTED. NAILS @ 4"ON CENTER AT EACH SHEET PERIMETER AND 12"ON CENTER ELSEWHERE. PROVIDE 2x6 Landscape Architect: STRENGTH OF 4,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. d. PER AISC 341,ALL BOLTS SHALL BE INSTALLED AS BLOCKING AT ALL FREE EDGES. THREE CYNLINDERS ARE REQUIRED IF 4"x8"CYLINDERS ARE USED.ONLY TWO CYLINDERS ARE REQUIRED IF Nishiel Patel Design Office 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 OR A775 EPDXY PRETENSIONED HIGH STRENGTH BOLTS AND MEET THE 8. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE FASTENED TO FRAMING WITH 10d COMMON 6"x12"CYLINDERS ARE USED.THIS IS ONLY THE REQUIREMENT FOR DETERMINATION OF 28 DAY STRENGTH 372 Jefferson Ave COATED WHEN CALLED OUT ON PLAN. REINFORCING STEEL SHALL BE DETAILED ACCORDING TO THE ACI REQUIREMENTS FOR SURFACE PREPARATION FOR SLIP NAILS @ 4"ON CENTER AT EACH SHEET PERIMETER AND 12"ON CENTER ELSEWHERE. TEST.WE WOULD RECOMMEND THAT 3(OR 2)CYLINDERS ARE TAKEN AS INSURANCE FOR 56 DAY Brooklyn, NY "DETAILS AND DETAILING OF REINFORCEMENT" (ACI 315). CRITICAL CONNECTIONS WITH CLASS A SLIP COEFFICIENT OR 9. ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING AN APA APPROVED STRENGTH TEST IN CASE THE 28 DAY TESTS COME BACK BELOW THE SPECIFIED DESIGN STRENGTH.WE 5. REINFORCING STEEL TO BE.WELDED TO CONFORM TO ASTM A706 GRADE 60. HIGHER.THE AVAILABLE SHEAR STRENGTH OF BOLTED JOINTS ADHESIVE AND#8 SCREWS @ 6"ON CENTER AT EACH SHEET PERIMETER AND 12"ON CENTER DEFER TO THE CONTRACTOR ON HOW MANY CYLINDERS ARE TO BE TAKEN FOR 7 OR 14 DAYS SINCE THOSE Civil Engineer: 6. WELDED WIRE REINFORCEMENT(W.W.R.)SHALL CONFORM TO ASTM A1064,WITH A MINIMUM YIELD USING STANDARD HOLES SHALL BE CALCULATED AS THAT FOR ELSEWHERE, UNLESS NOTED OTHERWISE. ARE ONLY REQUIRED FOR FORM STRIPPING. Subsurface Specialists Inc STRENGTH OF 65,000 PSI. BEARING TYPE JOINTS. 105 Maxess Road, Suite 124 FRAMING LUMBER 7. COORDINATE SIZE AND LOCATION OF ALL OPENINGS AND PIPE SLEEVES WITH ALL OTHER DISCIPLINES. F. ANCHOR RODS: ASTM F1554, GRADE 36. Melville, NY 11747 T: 631-980-3912 MINIMUM CONCRETE BETWEEN SLEEVES SHALL BE 6". 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS,AND SHALL BE SELECTED OR COMPLETED BY AN 1. ALL FRAMING LUMBER WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: 8. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. EXPERIENCED STEEL DETAILER UTILIZING ASD LOADS AND PROCEDURES. A. AMERICAN WOOD COUNCIL"WOOD FRAME CONSTRUCTION MANUAL FOR ONE-AND TWO-FAMILY STANDARD ABBREVIATIONS 9. MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN CAST-IN-PLACE NON-PRESTRESSED MEMBERS A. UNLESS OTHERWISE NOTED ON PLAN, PROVIDE CONNECTIONS DWELLINGS" SHALL BE AS FOLLOWS: BASED ON MINIMUM SHEAR CAPACITY REQUIREMENTS IN THE A. ALL CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND:3" B. AMERICAN WOOD COUNCIL"NATIONAL DESIGN SPECIFICATION FOR WOOD ADD'L ADDITIONAL LLBB LONG LEGS BACK-TO-BACK CONSTRUCTION","NDS SUPPLEMENT: DESIGN VALUES FOR WOOD CONSTRUCTION",AND ADJ. ADJACENT LLH LONG LEG HORIZONTAL This document is an instrument of B. ALL CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: FOLLOWING TABLE WHICH ARE BASED ON AISC SINGLE SHEAR TAB "SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC". A/E DESIGN TEAM OF RECORD LLV LONG LEG VERTICAL a. 2" THROUGH#18 BARS) CONNECTIONS. 2. FRAMING LUMBER SHALL HAVE EACH PIECE GRADE STAMPED,SHALL BE SURFACED DRY(EXCEPT ALT. ALTERNATE L.P. LOW POINT professional service. It is intended for use b. 1-1//22"" (#5 BAR,VV31 OR D31 WIRE,AND SMALLER) only as drawn and noted. Contractor shall STUDS,WHICH SHALL BE KILN DRIED)AND SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES: ANCH. ANCHOR L.W. LIGHTWEIGHT C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: MINIMUM SHEAR CAPACITY REQUIREMENTS A. RAFTERS AND JOISTS: DOUGLAS FIR-LARCH#2, SPRUCE PINE FIR#2, OR HEM FIR#2 APPROX. APPROXIMATE/APPROXIMATELY L.W. LONG WAY verify all dimensions. a. SLABS,JOISTS,AND WALLS: B. BEAMS, GIRDERS AND HEADERS: DOUGLAS FIR-LARCH#1, SPRUCE PINE FIR#1,OR HEM FIR#1 ARCH. ARCHITECT/ARCHITECTURAL MAS. MASONRY • 1-1/2"(#14 THROUGH#18 BARS) BEAM DEPTH MIN.SHEAR MIN. SHEAR MIN. NUMBER C. STUDS AND PLATES: DOUGLAS FIR-LARCH STUD GRADE,SPRUCE PINE FIR STUD GRADE,OR HEM BLDG. BUILDING MAX. MAXIMUM • 3/4"(#11 BAIR AND SMALLER) (NOMINAL) CAPACITY ASD CAPACITY LRFD OF BOLT ROWS FIR STUD GRADE BM. BEAM MECH. MECHANICAL b. BEAMS, COLUMNS, PEDESTALS,AND TENSION TIES(STIRRUPS,TIES,SPIRALS, HOOPS,AND (Kips) (Kips) 3. TIMBER LUMBER SHALL CONFORM TO THE FOLLOWING SPECIES AND GRADES: B.O. BOTTOM OF MEP MECH., ELECT., PLUMBING, &FIRE PRIMARY REINFORCEMENT): 1-1/2" A. POST AND TIMBER: DOUGLAS FIR-LARCH#1 SPRUCE PINE FIR#1 OR HEM FIR#1 BOT. BOTTOM PROTECTION D. SHEAR WALLS: SEE:ELEVATIONS FOR SPECIFIED CONCRETE COVER. 811, 101, 16 24 2 B. BEAMS AND STRINGERS: DOUGLAS FIR-LARCH#1, SPRUCE PINE FIR#1,OR HEM FIR#1 BRG. BEARING MFR. MANUFACTURERS C� 10. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL.NO 4. PRESERVATIVE-TREATED WOOD: PROVIDE TREATED LUMBER COMPLYING WITH ACQ-D CARBONATE BSMT. BASEMENT MIN. MINIMUM `- CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 12", 14" 28 42 3 (CARBONATE). COPPER AZOLE (CA-B) OR SODIUM BORATE(SBX(DOT)WITH NaS10/2)AT ALL LUMBER IN CONTACT WITH CANT. CANTILEVER MISC. MISCELLANEOUS 11. CLEAN AND ROUGHEN TO 1/4"AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW 16" 40 62 3 CONCRETE OR MASONRY, OR AS OTHERWISE INDICATED ON ARCHITECTURAL OR STRUCTURAL CFS COLD FORMED STEEL M.O. MASONRY OPENING CONCRETE PRIOR TO PLACEMENT. DRAWINGS.ACZA TREATMENT IS NOT PERMITTED.TREATED LUMBER AND/OR PLYWOOD SHALL BEAR C.I.P. CAST IN PLACE MPII MANUFACTURER'S PRINTED 12. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE AND LOCATIONS OF EQUIPMENT PADS, INSERT AND 18" 52 78 4 THE LABEL OF AN ACCREDITED AGENCY SHOWING 0.40 PCF RETENTION.WHERE LUMBER AND/OR C.J. CONTRACTION JOINT INSTALLATION INSTRUCTIONS EMBED ITEMS. 21" 58 88 4 PLYWOOD IS CUT OR DRILLED AFTER TREATMENT,THE TREATED SURFACE SHALL BE FIELD-TREATED CLG. CEILING N.F. NEAR FACE 13. REINFORCING DOWELS,WATER STOPS,AND OTHER EMBED ITEMS SHALL BE INSTALLED AND SECURED WITH COPPER NAPTHENATE(THE CONCENTRATION OF WHICH SHALL CONTAIN A MINIMUM OF 2% CLR. CLEAR N.I.C. NOT IN CONTRACT 70., PRIOR TO CONCRETE PLACEMENT. "WET-SETTING"OF EMBEDDED ITEMS IS NOT PERMITTED. 24" 60 90 5 COPPER METAL)BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD ABSORBS NO MORE CMU CONCRETE MASONRY UNIT NO. NUMBER 14. WELDED WIRE REINFORCEMENT IN COMPOSITE CONSTRUCTION SHALL HAVE TENSION SPLICES AND BE PRESERVATIVE. REFER TO NOTES 2 AND 3 FOR SPECIES AND GRADE OF TIMBER, UNLESS OTHERWISE COL. COLUMN N.S. NEAR SIDE ANCHORED AT DISCONTINUOUS EDGES. 27" 72 108 6 NOTED ON PLAN. COMP. COMPOSITE N.T.S. NOT TO SCALE 15. CONDUIT EMBEDDED IN CONCRETE SHALL FOLLOW THE GUIDELINES IN THE TYPICAL DETAILS.THE 30" 84 126 7 5. ALL WOOD FRAMING INCLUDING DETAILS FOR BRIDGING, BLOCKING, FIRE STOPPING, ETC., SHALL CONC. CONCRETE N.W. NORMAL WEIGHT CONTRACTOR SHALL NOT VIOLATE THESE GUIDELINES WITHOUT WRITTEN APPROVAL BY THE CONFORM TO THE"NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION"AND ITS CONST. CONSTRUCTION O.C. ON CENTER STRUCTURAL ENGINEER OF RECORD. 33" 94 142 7 SUPPLEMENTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE NFPA"MANUAL FOR HOUSE CONT. CONTINUOUS O.D. OUTSIDE DIAMETER 36" 102 155 8 FRAMING"OR THE GOVERNING LOCAUSTATE BUILDING CODE. COORD. COORDINATE/COORDINATION O.F. OUTSIDE FACE 6. FASTENING SHALL BE IN ACCORDANCE WITH THE MOST RESTRICTIVE OF THE GOVERNING LOCAUSTATE CONTR. CONTRACTOR OPNG. OPENING 40"+ 110 165 9 BUILDING CODE AND THE MANUFACTURER'S RECOMMENDED FASTENING SCHEDULES. COTR CONTRACT OFFICER'S OPP. OPPOSITE 7. ALL FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH APPROVED GALVANIZED STEEL JOIST OR TECHNICAL REPRESENTATIVE PC. PIECE GLULAM LAMINATED TIMBER(GLULAM) BEAM HANGERS, MINIMUM 18 GAUGE, INSTALLED ACCORDING TO MANUFACTURER'S CTR. CENTER P/C PRECAST 1. ALL GLULAM WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: B. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS RECOMMENDATIONS. DBL. DOUBLE PED. PEDESTAL A. ANSI/AWC NDS REDUCE THE SHEAR OR MOMENT CAPACITY BELOW THAT 8. WHERE FRAMING LUMBER IS FLUSH FRAMED TO MICROLLAM, STEEL OR FLITCH-PLATE GIRDER, SET DEMO DEMOLITION/DEMOLISH PERP. PERPENDICULAR THESE GIRDERS 1/2"CLEAR(MIN.)BELCW TOP OF FRAMING LUMBER,TO ALLOW FOR SHRINKAGE. DIA. DIAMETER PL. PLATE B. ANSI A190.1 REQUIRED TO SUSTAIN THE REACTION. FLANGES AND WEBS ARE 9. STUD BEARING WALLS ARE TO BE 2x4 @16"ON CENTER AT THE INTERIOR AND 2x6 @ 16"ON CENTER AT DIAG. DIAGONAL PLF POUNDS PER LINEAR FOOT 2. CONNECTIONS SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER RETAINED BY THE TIMBER TO BE REINFORCED WHERE THE LOCAL CAPACITY TO SUSTAIN UNLESS NOTED OTHERWISE ON PLAN. FABRICATOR AND EXPERIENCED IN THE DESIGN OF MASS TIMBER CONNECTION. DRAWINGS AND CONNECTION LOADS ARE INADEQUATE.CUTS OR COPES MAY THE EXTERIOR, DIM. DIMENSION PREFAB. PREFABRICATED CALCULATIONS OF COMPONENTS DESIGNED BY THE TIMBER FABRICATOR SHALL BE SIGNED AND SEALED PREVENT MINIMUM NUMBER OF BOLT ROWS SHOWN ABOVE FROM 10. ALL RAFTERS AND JOISTS SHALL ALIGN DIRECTLY WITH STUDS BELOW.WHERE REQUIRED, INSTALL D.L. DEAD LOAD PSF POUNDS PER SQUARE FOOT BY THE PROFESSIONAL ENGINEER. SEE REACTIONS FORCES PROVIDED ON DRAWINGS FOR BEING ACHIEVED,WHICH IS ACCEPTABLE PENDING WRITTEN ADDITIONAL STUDS. DN. DOWN PSI POUNDS PER SQUARE INCH CONNECTION DESIGN FORCES. APPROVAL AND CONFIRMATION THAT MINIMUM SHEAR CAPACITY 11. LAP ALL PLATES AT CORNERS AND AT INTERSECTION OF PARTITIONS. DTL. DETAIL P-T POST-TENSIONED 3. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO STRUCTURAL ENGINEER FOR REVIEW AND HAS BEEN MET. 12. STAGGER ALL TOP AND BOTTOM PLATE SPLICES A MINIMUM OF 32 INCHES. DWG(S) DRAWING(S) REINF. REINFORCED)/REINFORCEMENT APPROVAL. NO FABRICATION OF GLULAM FRAMING SHALL COMMENCE WITHOUT APPROVED SHOP C. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND 13. USE DOUBLE STUDS @ ENDS OF WALL AND ENDS OF WALL OPENINGS. DWL. DOWEL REQ'D REQUIRED EVISION AT THE ENDS OF ALL BEAMS, HEADERS AND GIRDERS PROVIDE A BUILT UP OR SOLID POST WHOSE EA. EACH REV. DRAWINGS.SHOP DRAWINGS TO SHOW ALL CONNECTIONS AND DETAILS, MATERIAL SPECIFICATIONS, ECCENTRICITY,CONSIDERING THAT THE CONNECTIONS ARE AN 14. WIDTH IS AT LEAST EQUAL TO THE WIDTH OF THE MEMBER IT IS SUPPORTING AND WHOSE DEPTH IS 4" E.F. EACH FACE SCHED. SCHEDULE FINISHES,AND AN ERECTION LAYOUT FOR ALL MEMBERS. EXTENSION OF THE BEAMS AND GIRDERS.4. GLULAM MANUFACTURER SHALL BE CERTIFIED IN ACCORDANCE WITH ANSI A190.1. 4. MINIMUM WELD SIZE IS 1/4" FILLET UNLESS NOTED OTHERWISE. (NOMINAL)AT INTERIOR WALLS AND 6"(NOMINAL)AT EXTERIOR WALLS, UNLESS OTHERWISE NOTED. E.J. EXPANSION JOINT SECT. SECTION ELEVATION S.I.F. STEP IN FOOTING FLOOR OPENINGS WHERE BEAMS ARE NOT DESIGNATED. EL L 15. USE DOUBLE TRIMMERS AND HEADERS AT AL FL . 5. ALL NECESSARY PRECAUTIONS SHOULD BE TAKEN TO KEEP FRAMING DRY AND PROTECTED FROM UV 5. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND 15. PROVIDE CROSS BRIDGING AT A MAXIMUM AL FL ON CENTER. EL. ELECTRICAL SLBB SHORT LEGS BACK-TO-BACK LIGHT DURING AND AFTER INSULATION. INSTALLED WITH NATURAL CAMBER UP. CANTILEVER BEAMS SHALL BE NAILS @16"ON CENTER. ELEV. ELEVATOR SIM. SIMILAR NAI 17. BUILT UP BEAMS LESS THAN 8"DEEP SHALL BE SPIKED TOGETHER WITH (2) 16d 6. GLULAM MEMBERS TO BE INDIVIDUALLY WRAPPED USING PLASTIC-COATED PAPER COVERING WITH FABRICATED AND INSTALLED SO THAT NATURAL CAMBER RAISES BUILT UP BEAMS GREATER THAN 8"DEEP SHALL BE SPIKED TOGETHER WITH ( AI NAILS @16"ON EMBED. EMBEDMENT S.O.G. SLAB ON GRADE E.O. EDGE SPEC. SPECIFICATION WATER-RESISTANT SEAMS. SLIT THE WRAP ON THE UNDERSIDE OF THE MEMBERS WHILE THEY ARE CANTILEVER END. CENTER. BEING STORED ON THE BUILDING SITE. 6. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE 18 WHERE THERE IS NO PLYWOOD WALL SHEATHING, PROVIDE DIAGONALS AT ALL EXTERIOR CORNERS OF E.O. ENGINEER S SQUARE 7. GLULAM MEMBERS TO BE: .iTORED ON BLOCKS OF WOOD TO AVOID DIRECT CONTACT WITH THE EXPRESS WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF STUD WALLS AT EACH FLOOR. (1x4 BRACES LET INTO STUDS AND NAILED AT EACH STUD CROSSING E.O.R. ENGINEER OF RECORD S.S. STAINLESS STEEL GROUND. SEPARATE THEM WITH SPACER TO ALLOW AIR TO MOVE FREELY ON ALL SIDES. RECORD.(IN WHICH CASE ALL BURNING OF STEEL MUST CONFORM TO WITH(2) 10d NAILS.) EQ. EQUAL STD. STANDARD 8. GLULAM MEMBERS TO MEET THE FOLLOWING SPECIFICATIONS. ANY SUBSTITUTION MUST BE APROVED THE THERMAL CUTTING REQUIREMENTS OF AISC AND AWS) 19. CHIMNEYS: ALL STUDS FOR CHIMNEY FRAMING TO BE CONTINUOUS FROM ATTIC FLOOR LEVEL UP. E.S. EACH SIDE STIFF. STIFFENER BY THE ENGINEER AND ARCHITECT. 7. WELDING SHALL BE PERFORMED BY CERTIFIED,AWS-QUALIFIED A. SPECIES: SOUTHERN YELLOW PINE WELDERS.WELDING ELECTRODES FOR CARBON STEEL SHALL BE AWS CHIMNEY SHALL BE FACED WITH 1/2"APA GRADED FIRE-RETARDANT PLYWOOD GLUED&SCREWED TO E.W. EACH WAY STL. STEEL B. STRESS GRADE BEAMS: 24F-1.8E UNBALANCED FOR SIMPLE SPAN CONDITIONS 5.1, CLASS E70XX. FOR ASTM A572 GRADE 50 KSI PLATE USE ELECTRODE STUDS.WHERE WALLS EXCEED 4'-0" IN WIDTH, INSTALL DIAGONAL METAL BRACING AT INSIDE FACE OF EXP. EXPANSION S.W. SHORT WAY CHIMNEY AT ALL FOUR WALLS. 24F-1.8E BALANCED FOR CANTILEVER OR CONTINUOUS BEAMS E7018 OR APPROVED EQUAL(OR ELECTRODES THAT MEET THE EXT. EXTERIOR SYM. SYMMETRIC C. ADHESIVE AITC 405 REQUIREMENT OF WELDING ELECTRODES FOR ASTM A276 STAINLESS 20. WHERE CANTILEVERED BEAMS ARE INDICATED,THE FAR CONNECTOR SHALL BE CAPABLE OF FDN. FOUNDATION T&B TOP&BOTTOM D. APPEARANCE CLA�tSIFICATION ARCHITECTURAL STEEL,TYPE 304, SHALL CONFORM TO AWS A5.4 FOR SHIELDED METAL RESISTING AN UPLIFT OF 1000 LBS. MINIMUM, UNLESS NOTED OTHERWISE. FIN. FINISH TEMP. TEMPORARY/TEMPERATURE NESS. FLR. FLOOR THK. THICK 21. NO NEW OR EXISTING JOISTS SHALL BE CUT OR NOTCHED WITHOUT APPROVAL Seal &Signature: E. SEALER PER MANUFACTURER STANDARD-TO BE TRANSPARENT AND ARC WELDING, ELECTRODE CLASS E308; OR AWS A5.9 FOR GAS METAL ( ) - COMPATIBLE WITH FINISH ARC WELDING, ELECTRODE CLASS ER308.WELDING ELECTRODES FOR 22. FOR HEADERS NOT CALLED OUT ON PLAN: FRAMING T.O. TOP OF 9. FIELD CUTTING OR BORING OF MEMBERS IS NOT PERMITTED WITHOUT APPROVAL BY ENGINEER AND ASTM A276 TYPE 316L STAINLESS STEEL SHALL CONFORM TO AWS A5.4 F.S.S. FAR SIDE TR. TRANSFER ARCHITECT. COAT ALL FIEL.D-CUT OPENINGS WITH MINIMUM OF TWO COATS OF CLEAR SEALER. FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E316;OR AWS FT. FEET TYP. TYPICAL �� E fl44 WOOD HEADER SCHEDULE FTG. FOOTING U.N.O. UNLESS NOTED OTHERWISE 10. PROVIDE 24"LONG SAMPLES OF ARCHITECTURAL APPEARANCE GRADE MEMBER WITH SHOP-APPLIED A5.9 FOR GAS METAL ARC WELDING, ELECTRODE CLASS ER316.WELDING SEALER FOR REVIEW BY ENGINEER AND ARCHITECT ELECTRODES FOR JOINING STAINLESS STEEL TO CARBON STEEL SHALL HEADER GA. GAGE VERT. VERTICAL t F 11. WHEN GLULAM MEMBERS ARE IN CONTACT WITH CONCRETE OR MASONRY CONSTRUCTION ELEMENTS,A CONFORM TO ELECTRODE CLASS E309/ER309. ROUGH OPENING WIDTH G GALVANIZED W/ WITH r. 2x4 WALL 2x6 WALL G.B.. GRADE BEAM W.P WORK POINT MOISTURE BARRIER MUST BE PROVIDED TO PROTECT THE TIMBER ELEMENTS. 8. SHOP PAINT EXPOSED STEEL MEMBERS,STEEL MEMBERS NOT ENCASED LESS THAN T-0" (2)2x6 3 2x8 HDR. HEADER W.W.R. WELDED WIRE REINFORCEMENT 12. WHERE DRAWINGS INDICATE THE GLUTAMS REQUIRE FIRE RATING OF 1 HOUR OR GREATER, MODIFY IN CONCRETE OR SPRAY FIREPROOFED,AND ALL STEEL MEMBERS AT THE ( ) L 3-1 TO 4-0 (2)2xg HGR. HANGER # NUMBER/SIZE LAMINATION AS SPECIFIED IN NDS. EXTERIOR WALL WITH TNEMEC V10-99 OR APPROVED EQUAL EXCEPT FOR � �� (3)2x8 HORIZ. HORIZONTAL 0 DIAMETER O 13. WAX TO BE APPLIED ON ENID GRAIN AT ALL CROSS-CUT SURFACES MEMBERS TO BE HOT DIPPED GALVANIZED. ((3 2x10 H.P. HIGH POINT ''O .089 14. AT ALL EXTERIOR MEMBERS PROVIDE A SHOP-APPLIED 1/2"THICK END CAP OF MATCHING WOOD 9. FIELD PAINT ALL EXTERIOR EXPOSED MEMBERS WITH TNEMEC V530 4'-1"TO 6'-0" (2)2x10 MATERIAL GLUED TO END FACE. SHOP APPLY THREE COATS OF SEALANT TO ALL SIDES AND END CAPS OMNITHANE OR APPROVED EQUAL. HT. HEIGHT OF MEMBERS WHEN EXPOSED TO RAIN OF MOISTURE. 10. ALL EXTERIOR EXPOSED STEEL AND STEEL SUPPORTING EXTERIOR SHALL 6-1"TO 8'-0" (2)2x12 (3)2x12 HVAC HEATING,VENTILATION,& 15. GLULAM MEMBERS SHALL BE ERECTED AND INSTALLED IN CONFORMANCE WITH MANUFACTURER BE HOT DIPPED GALVANIZED. HOT DIP GALVANIZING SHALL CONFORM TO OVER 8'-0" SEE PLANS SEE PLANS AIR CONDITIONING No. Description Date REQUIREMENTS. MARK ALL MEMBERS FOR IDENTIFICATION DURING ERECTION INCLUDING ASTM A123, REPAIR SCRATCHES OR ABRADED GALVANIZED SURFACE I.D. INSIDE DIAMETER IDENTIFICATION OF TOP SURFACE. ENSURE THAT ALL MARKS ARE NOT COMPLETED ON EXPOSED WITH ZINC RICH PAINT. NOTE: I.F. INSIDE FACE SURFACES. 11. LINTELS SHALL BE INSTALLED OVER ALL OPENINGS IN MASONRY WALLS I.J. ISOLATION JOINT 16. ALL GLULAM BEAMS SHALL BE ADEQUATELY BRACED AND SUPPORTED UNTIL ALL STRUCTURAL AS FOLLOWS: INFO INFORMATION PROVIDE(1)JACK STUD FOR SPANS LESS THAN 4'-0". DIAPHRAGMS AND PERMANENT STRUCTURAL ELEMENTS ARE INSTALLED AND CONNECTED. . PROVIDE(2)JACK STUDS FOR SPANS FROM 4'-1"TO 8'-0". JT.T. INTERIOR JOINT MASONRY OPENING LINTEL PROVIDE (3)JACK STUDS FOR SPANS OVER V-0". K KIP LB. POUND 4'-0"OR LESS L4x3-1/2x5/16 LLV 23. ALL LIGHT-GAUGE HANGERS SUPPORTING PRESERVATIVE TREATED WOOD SHALL MEET OR EXCEED L.L. LIVE LOAD G185(1.85 OZ OF ZINC PER SQUARE FOOT).ALTERNATIVELY,STAINLESS STEEL CONNECTIONS MAY BE 4'-1"TO T-0" L6x3-1/2x5/16 LLV USED. FASTENERS SHALL MATCH THE HANGER FINISH AND MATERIAL. 24. WHERE JOIST ORIENTATION IS PARALLEL TO EXTERIOR STUD OR FOUNDATION WALLS, PROVIDE FULL- PRO LEGS ARE HORIZONTAL. ONE ANGLE FOR EACH 4"OF WALL THICKNESS. SECTION BLOCKING FOR 3 BAYS @ 4'-0"ON CENTER MAXIMUM WHERE SHEATHING IS NOT B. PRO A. CONTINUOUSLY FASTENED TO TOP OR BOTTOM OF JOIST. PROVIDE 18 GA x 1-1/2"x V-0"(MINIMUM) FLAT C. PROVIDE OPENINGS /16 ANGLES FOR 6"THICK WALLS AND PARTITIONS TENSION STRAP BETWEEN ALIGNED BLOCKING MEMBERS. 25. ALL SILL PLATES SHALL BE PRESSURE TREATED AND ANCHORED TO FOUNDATION WALLS WITH 1/2" D. PROVIDE MINIMUM 6"BEARING WITH OPENINGS UP TO 6'- NG AT EACH END. DIAMETER HEADED ANCHOR BOLTS(ASTM F1554)@ 4'-0"ON CENTER AND WITHIN 12"OF ALL SILL E. LINTELS OVER 6'-4"SHALL BE FIREPROOFED. PLATES SPLICES.(MINIMUM 7" EMBED.) 12. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED GENERAL STRUCTURAL NOTES, LEGEND, SHOP DRAWINGS. ABBREVIATIONS 13. PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS. 14. ALL STEEL CONNECTIONS MUST MEET THE REQUIREMENTS OF SECTION 2212 OF THE NYC BUILDING CODE. 1"=V-0" Proiect: Greenport House 1360 9th Street Greenport, NY 11944 PROJECT DESIGN CRITERIA(AS PER TABLE R301.2(1) OF 2020 INTERNATIONAL RESIDENTIAL BUILDING CODE LEGEND Design Consultant: GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN BARB, LLC SNOW ULTIMATE WIND TOPOGRAPHICS SPECIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL WF_ 234 South Main St#403 LOAD(PSF) SPEED(mph)(d) EFFECTS(K) REGION(1) DEBRIS ZONE(m) CATEGORY(f) (a) DEPTH(b) (c) TEMP(e) REQUIRED(h) (FEMA)(g) INDEX(!) TEMP(i) r , Middletown, CT 06457,T:202-236-8036 CONTINUOUS CAST-IN-PLACE CONCRETE STRIP FOOTING 21) 140 NO NO YES B SEVERE 42" MODERATE TO HEAVY 15 F NO N/A 500 F-DAYS 50.8 F 9 SEE PLAN AND SCHEDULE Professional of Record LIVE LOAD Ulgur Aydin, PE FLOOR FRAM KSK Construction ING IS DESIGNED FOR 40PSF LIVE LOAD PER THE 2020 NYS RESIDENTIAL CODE r----1 L____J WALL BELOW 136 10thStBrooklyn, NY 11249 NOTES: W A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH 0 CAST-IN-PLACE CONCRETE FOUNDATION WALL THE WEATHERING INDEX,'NEGLIGIBLE', 'MODERATE',OR'SEVERE'FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(3). SEE PLAN AND SCHEDULE B. THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1).THE FROST LINE DEPTH INDICATING THE MINIMUM DEPTH OF THE FOOTING BELOW FINISH GRADE IS ESTABLISHED BY THE LOCAL p_# JURISDICTION. CONCRETE PIER Owner: C. THE NEED FOR PROTECTION DEPENDS ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE,AND IS DETERMINED BY FIGURE R301.2(6)AND BY THE LOCAL JURISDICTION. D. WIND SPEED DETERMINED FROM THE BASIC WIND SPEED MAP[FIGURE R301.2(4)A]OR AS ESTABLISHED BY THE LOCAL JURISDICTION.WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN Abigail North 10 ACCORDANCE WITH SECTION R301.2.1.4. Brooklyn, North NY 1 Street E. THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 97 1/2 PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL PLUMBING CODE. DEVIATIONS FROM THE WOOD BEARING WALL, SEE PLAN AND GENERAL NOTES Brooklyn, NY 11211 APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. SW F. SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.21. _i Structural Engineer: Selman G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH (a)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR WOOD SHEAR WALL; SEE PLAN,GENERAL NOTES,TYPICAL 32 Old Slip, 10th Floor MANAGEMENT OF FLOOD HAZARD AREAS), (b)THE DATE(S)OF THE FLOOD INSURANCE STUDY AND(c)THE PANEL NUMBERS AND DATES OF THE CURRENTLY EFFECTIVE FIRMS AND FBFMS OR OTHER FLOOD HAZARD MAP DETAIL,AND SCHEDULE New York, NY 10005,T: 212-620-7970 ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED. WHERE APPLICABLE,THE FOLLOWING PARAMETERS HAVE BEEN USED: MEP Engineer: 0 HSS4.5X0.375 COLUMN, U.O.N. EP Engineering 1. DFE (DESIGN FLOOD ELEVATION) 110 William St 2. BFE(BASE FLOOD ELEVATION) ■ WOOD POST, SEE GENERAL NOTE 414 OF THE New York, NY 11038 3. ESW(DESIGN STILLWATER FLOOD ELEVATION ABOVE DATUM) FRAMING LUMBER GENERAL NOTES ON S-001 4. DS(DESIGN STILLWATER FLOOD DEPTH IN FEET) Landscape:Architect: 5. DWS(WAVE SETUP IN FEET) b\ U COLUMN ABOVE/BELOW Nishiel Patel Design Office 6. G (GROUND ELEVATION IN FEET ABOVE DATUM) 372 Jefferson Ave 7. EROSION (LOSS OF SOIL DURING DESIGN FLOOD EVENT) Brooklyn, NY H. IN ACCORDANCE WITH SECTIONS R905.1.2, R905.4.3.1, R905.5.3.1, R905.6.3.1, R905.7.3.1, R905.8.3.1,OR AS ESTABLISHED BY THE LOCAL JURISDICTION,WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE XxX GLULAM BEAM. NOTE: EXACT GLULAM BEAM Civil Engineer: EFFECTS OF ICE DAMMING,THE TABLE WILL INDICATE'YES';OTHERWISE,'NO'WILL BE INDICATED IN SIZES TO BE COORDINATED WITH GLULAM THIS PART OF THE TABLE. MANUFACTURER PER GLULAM SPECIES, Subsurface Specialists Inc 24 I. THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS) IS DETERMINED FROM FIGURE R403.3(2)OR FROM THE 100-YEAR(99 PERCENT)VALUE ON THE STRENGTH VALUES,AND MANUFACTURERS Mel Mle, NY Road,Suite -98 NATIONAL CLIMATIC DATA CENTER DATA TABLE'AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREE F). CAPABILITIES Melville, NY 11747 T: 631-980-3912 J. THE MEAN ANNUAL TEMPERATURE IS DETERMINED FROM THE NATIONAL CLIMATIC DATA CENTER DATA TABLE'AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREE F). K. IN ACCORDANCE WITH SECTION R301.2.1.5,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUILDINGS DUE TO TOPOGRAPHIC WIND SPEED-UP EFFECTS&AS ESTABLISHED BY THE PLYS DEPTH JURISDICTION,THE TABLE WILL INDICATE'YES'; OTHERWISE,'NO'WILL BE INDICATED IN THIS PART OF THE TABLE. L. IN ACCORDANCE WITH FIGURE R301.2(4)a,WHERE THERE IS LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS&AS ESTABLISHED BY THE (X)-----LVL_ 2,0E 1 3/4"LVL MULTI-PLY BEAM. (2) 1 3/4"x This document is an instrument of JURISDICTION,THE TABLE WILL INDICATE'YES'AND IDENTIFY ANY SPECIFIC REQUIREMENTS;OTHERWISE,'NO'WILL BE INDICATED IN THIS PART OF THE TABLE. 7-1/4"BEAM U.O.N., SEE PLAN M. IN ACCORDANCE WITH SECTION R301.2.1.2.1 OR AS ESTABLISHED BY THE JURISDICTION,THE WIND-BORNE DEBRIS WIND ZONE(S)ARE INDICATED.OTHERWISE,'NO'WILL BE INDICATED IN THIS PART OF THE TABLE. professional service. It is intended for use only as drawn and noted. Contractor shall 7 1/4" verify all dimensions. L- --- - 1 3/4"x 7 1/4"LVL 2.0E U.O.N ENGINEERED LUMBER JOIST @ 12"O.C. BY WEYERHAUSER SPECIAL INSPECTIONS OR APPROVED EQUAL SPECIAL INSPECTIONS ARE NOT REQUIRED BY THE INTERNATIONAL RESIDENTIAL CODE. HOWEVER, IT IS SILMAN RECOMMENDS SPECIAL INSPECTIONS FOR QUALITY CONTROL AS NOTED BELOW: L _ _ 99_1/2 - - � 9-1/2 TJI/PRO 230 JOIST BY WEYERHAUSER OR ON PROJECTS REQUIRING SPECIAL INSPECTIONS OF BOLTING AND WELDING, OUR STANDARD SPECIFICATION REQUIRES THE FOLLOWING: APPROVED EQUAL @ 16"O.C.SPACING U.O.N. 1. ALL WELDS AND BOLTS SHALL BE EXAMINED BY VISUAL MEANS. 11-7/8 2. 25%OF ALL WELDS, SELECTED RANDOMLY, SHALL BE MEASURED. L- - - - - 11-7/8"TJI/PRO 560 JOIST BY WEYERHAUSER OR 3. BOLTED JOINTS SHALL BE VERIFIED PER THE RCSC"SPECIFICATION FOR STRUCURAL JOINTS USING HIGH-STRENGTH BOLTS,"SECTION 9, BASED ON INSTALLATION METHOD. APPROVED EQUAL @ 16"O.C. SPACING U.O.N 4. ALL WELDS SUBJECTED TO TENSILE STRESS SHALL BE EXAMINED BY THE ULTRASONIC METHOD FOR 100%OF THEIR LENGTH. 5. 10%OF ALL MANUAL FILLET WELDS SHALL BE TESTED BY THE MAGNECTIC PARTICAL METHOD. 6. V-0"AT EACH END OF AUTOMATIC FILLET WELDS SHALL BE TESTED BY MAGNETIC PARTICLE METHOD. STEEL BEAM 7. 100%OF GROOVE WELDS SHALL BE TESTED BY THE ULTRASONIC METHOD. IN LIEU OF THIS FULL TESTING PROGRAM,WE WOULD RECOMMEND TEH FOLLOWING SCOPE OF INSPECTION FOR THIS PROJECT: I SHEAR CONNECTION 1. ALL WELDS AND BOLTS SHALL BE EXAMINED BY VISUAL MEANS. I 2. 10%OF ALL WELDS, SELECTED RANDOMLY,SHALL BE MEASURED. MOMENT CONNECTION 3. ALL WELDS NOTED IN ANNOTATED PLANS, PROVIDED BY SILMAN UPON THE UNDERSTANDING THAT THE OWNER WISHSES TO PROCEED WITH SPECIAL INSPECTIONS,ARE SUBJECT TO TENSILE STRESS SHALL BE EXAMINED BY THE ULTRASONIC METHOD FOR 100%OF THEIR LENGTH. 4. 100%OF GROOVE WELDS NOTED ON THE ENCLOSED ANNOTATED PLANS, PROVIDED BY SILMAN UPON THE UNDERSTANDING THAT THE OWNER WISHSES TO PROCEED WITH SPECIAL INSPECTIONS, SHALL BE TESTED BY THE ULTRASONIC METHOD. 4"S.O.G. - 4"SLAB ON GRADE ,SEE TYPICAL FOR STRUCTURAL CONCRETE,THE FOLLOWING THREE CRITERIA ESTABLISH THE REQUIRED MINIMUM SAMPLING FREQUENCY: SLAB ON GRADE DETAIL ON S-501 • 3 CYLINDERS PER DAY • 3 CYLINDERS FOR EVERY 150 CUBIC YARDS OF CONCRETE PLACED EACH DAY • 3 CYLINDERS PER 5,000 SQUARE FEET OF SLAB OR WALL SURFACE EACH DAY 717777 STEP IN SLAB THREE CYNLINDERS ARE REQUIRED IF 4"x8"CYLINDERS ARE USED.ONLY TWO CYLINDERS ARE REQUIRED IF 6"x12"CYLINDERS ARE USED.THIS IS ONLY THE REQUIREMENT FOR DETERMINATION OF 28 DAY STRENGTH TEST.WE SLAB SLOPE TRANSITION WOULD RECOMMEND THAT 3(OR 2)CYLINDERS ARE TAKEN AS INSURANCE FOR 56 DAY STRENGTH TEST IN CASE THE 28 DAY TESTS COME BACK BELOW THE SPECIFIED DESIGN STRENGTH.WE DEFER TO THE CONTRACTOR ON HOW MANY CYLINDERS ARE TO BE TAKEN FOR 7 OR 14 DAYS SINCE THOSE ARE ONLY REQUIRED FOR FORM STRIPPING. #'-#" TOP OF SLAB ELEVATION SPOT ELEVATION ARCHITECTURALLY EXPOSED STRUCTURAL STEEL(AESS)CATEGORY MATRIX+A1:G23A23A1:G22A1:G25A1:G23A1:G24A1:G23 Category AESS 4 AESS 3 AESS 2 AESS 1 SSS OPENING IN SLAB Feature Standard Showcase Feature Elements Basic Id Characteristics Elements Elements in not in close view Elements Structural close view Steel # S FRAMING ELEVATION/WALL ELEVATION 1.1 Surface:preparation to SSPC-SP 6 - 1.2 Sharp edges ground smooth 1.3 Continuous weld appearance O COLUMN LINE 1.4 Standard structural bolts 1.5 Weld spatters removed 2.1 Visual samples optional � REVISION Seal&Signature: 2.2 One-half standard fabrication tolerances 2.3 Fabrication marks not apparent ## [## - ] BOTTOM OF FOOTING ELEVATION RELATIVE TO DATUM 2.4 Welds uniform and smooth r 3.1 Mill marks removed TOP OF FRAMING ELEVATION RELATIVE TO DATUM r 3.2 Butt and plug welds ground smooth and filled 3.3 HSS weld seam oriented for reduced visibilityi 3.4 Cross sectional abutting surface aligned BP_ STEEL BEAM BEARING PLATE, SEE SCHEDULE&DETAILS 3.5 Joint gap tolerances minimized �O 3.6 All weldled connections optional optional CBP STEEL COLUMN BASE PLATE, SEE SCHEDULE& DETAILS 4.1 HSS seam not apparent 4.2 Welds contoured and blended 4.3 Surfacers filed and sanded o. ascription Date 4.4 Weld show-through minimized NOTES: 1.1 PRIOR TO BLAST CLEANING, GREASE AND OIL ARE REMOVED BY SOLVENT CLEANING TO MEET SSPC-SP1. 1.2 ROUGH SURFACES ARE DEBURRED AND GROUND SMOOTH. SHARP EDGES RESULTING FROM FLAME CUTTING, GRINDING AND ESPECIALLY SHEARING ARE SOFTENED. 1.3 INTERMITTENT WELDS ARE MADE CONTINUOUS, EITHER WITH ADDITIONAL WELDING,CAULKING OR BODY FILLER. FOR CORROSIVE ENVIRONMENTS,ALL JOINTS ARE:SEAL WELDED.SEAMS OF HOLLOW STRUCTURAL SECTIONS ARE ACCEPTABLE AS PRODUCED. 1.4 ALL BOLT HEADS IN CONNECTIONS ARE ON THE SAME SIDE,AS SPECIFIED,AND CONSISTENT FROM ONE CONNECTION TO ANOTHER. 1.5 WELD SPATTER,SLIVERS,SURFACE DISCONTINUITIES ARE REMOVED.WELD PROJECTION UP TO 1/16 IN. (2 MM) IS ACCEPTABLE FOR BUTT AND PLUG WELDED JOINTS. 2.1 VISUAL SAMPLES ARE EITHER A 3-D RENDERING,A PHYSICAL SAMPLE,A FIRST-OFF INSPECTION,A SCALED MOCK-UP OR A FULL-SCALE MOCK-UP,AS SPECIFIED IN THE CONTRACT DOCUMENTS. 2.2 THESE TOLERANCES ARE DNE-HALF OF THOSE FOR STANDARD STRUCTURAL STEEL AS SPECIFIED IN THIS CODE. 2.3 MEMBERS MARKINGS DURING THE FABRICATION AND ERECTION PROCESSES ARE NOT VISIBLE. 3.1 ALL MILL MARKS ARE NOT VISIBLE IN THE FINISHED PRODUCT. 3.2 CAULKING OR BODY FILLER IS ACCEPTABLE. 3.3 SEAMS ARE ORIENTED AWAY FROM VIEW OR AS INDICATED IN THE CONTRACT DOCUMENTS. 3.4 THE MATCHING OF ABUTTING CROSS SECTIONS IS REQUIRED. 3.5 THIS CHARACTERISTIC IS SIMILAR TO 2.2 ABOVE. A CLEAR DISTANCE BETWEEN ABUTTING MEMBERS OF 1/8 IN. (3 MM) IS REQUIRED. LEGEND, DESIGN PARAMETER 3.6 HIDDEN BOLTS MAY BE CONSIDERED. SCHEDULES 4.1 HSS SEAMS ARE TREATED SO THEY ARE NOT APPARENT. 4.2 IN ADDITION TO A CONTOURED AND BLENDED APPEARANCE,WELDED TRANSITIONS BETWEEN MEMBERS ALSO ARE CONTOURED AND BLENDED. 4.3 THE STEEL SURFACE IMPERFECTIONS ARE FILLED AND SANDED. 4.4 WELD SHOW-THROUGH ON THE BACK SIDE OF A WELDED ELEMENT CAN BE MINIMIZED BY HAND GRINDING THE BACK SIDE SUR- FACE.THE DEGREE OF WELD-THROUGH IS A FUNCTION OF WELD SIZE AND MATERIAL. 1/8" OAl B1 1 sIM. C1 D1 Pr_ oiect: S-301 CONCRETE WALL FOOTING SCHEDULE Greenport House WF-1 SIZE REINFORCEMENT 1360 9th Street cJ [-6'-0'] Greenport, NY 11944 TOP BOTTOM d MARK WIDTH DEPTH LONG WAY SHORT WAY LONG WAY SHORT WAY REMARKS Design Consultant: 4 4, W F-1 2'-0" 1'-0" N/A N/A 3-#5 N/A BAAB, LLC ea q> 234 South Main St#403 Middletown, CT 06457,T: 202-236-8036 Professional of Record CONCRETE WALL SCHEDULE SIM. Ulgur Aydin, PE 4 REINFORCEMENT KSK Construction Group S-301 MARK WIDTH VERTICAL HORIZONTAL REMARKS 136 N 10th St, Brooklyn, NY 11249 d W-1 101, #5 @ 12"O.C. #4 @ 18"O.0 U- o `°. tr `D -zo FOOTING SCHEDULE Owner: Abigail Nitka 4 r SIZE REINFORCEMENT 165 North 10th Street S-301 1 BOTTOM TOP Brooklyn, NY 11211 3 �' ``o. MARK LENGTH WIDTH THICKNESS LONG WAY SHORT WAY LONG WAY SHORT WAY _REMARKS S-301 SIM. F-1 2 -0" 2'-0" 1'-0" Structural Engineer: 3 — Sllman S-30 32 Old Slip, 10th Floor New York, NY 10005,T: 212-620-7970 PIER SCHEDULE MEP Engineer. EP Engineering SIZE REINFORCEMENT 110 William St q 1 a d VERTICAL DOWEL New York, NY 11038 S-301 �_ MARK WIDTH LENGTH BARS CLOSED TIES EMBEDMENT REMARKS z° P-1 12" 12" _ Landscape Architect: F-1 F-1 - Nishlel Patel Design Office [-6'-0"] [-6'-0"] 4 NOTES 372 Jefferson Ave Brooklyn, NY 1. REFER TO S001 FOR GENERAL NOTES Civil Engineer: n P-1 P-1 _ _. _ __. C Subsurface Specialists Inc 2 REFER TO S002 FOR LEGEND 105 Maxess Road,Suite 124 / WF-1 EQ EQ EQ 2 Melville NY 11747 T: 631-980-3912 [-6'-0-1 3. REFER TO S500 SERIES FOR TYPICAL DETAILS ' 4. BOTTOM OF FOOTING NOTED AS[X'-X"] ' qd 5. CONTRACTOR RESPONSIBLE TO COORDINATE MEP TRADES WITH d• L WFA STRUCTURE This document is an instrument of O [-6 -0"] professional service. It is intended for use U- 6. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, ELEVATIONS, CURBS,AND DEPRESSIONS NOT SHOWN ON STRUCTURAL DRAWINGS only as drawn and noted. Contractor shall verify all dimensions. T - 1 1 u n 14 SIM. 2 SIM. 2 O A2 S-301 �� S-301 t S-301 4 SIM. q S-301 4"S.O.G. 1 P 1 4_ - y .4 q a °a ` 1 _ P' Q 1 1 WF-1 4 LL io [-6'-0"] 3b I 1 u_ 3a 2 sIM. O- q � D2 S-301 O SIM. 2 S-301 4 V B2 EQ EQ EQ EQ EQ d_ Q. P-1 P-1 ❑ P-1 ❑ P-1 WF-1 F-1 F-1 F-1 F-1 [-6'-0"] [-6'-0"1 [-6'-0"1 [-6'-0"] [-6'-0"] Seal &Signature: a 4 SIM. �'O � `> .�R` * aye S-301 0 r r U- 1 - r ' U- zo u `�° No. Description Date 1 SIM. 3 SIM. "o '3 LL S-301 SIM. S�1 4 - • S-301 '_4 .4 SIM. 1 . • S-301 W F-1 [-6'-0"] W-1 FOUNDATION PLAN A2 C2 1 FOUNDATION FRAMING PLAN 0 1,4„= 1' �-101 1/4"= 1'-0" OAl B1 sIM. C1 D1 PRICING ALTERNATIVES 1 Prof,ect: S-301 1. AS AN ALTERNATE TO TJI JOISTS PROVIDE 120OS200-97 COLD Greenport House FORMED JOISTS @ 16"O.C. BY MARINOWARE OR APPROVED EQUAL 1360 9th Street ( SW-1 Greenport, NY 11944 5 SW-1 2. AS AN ALTERNATE TO WOOD STUDS PROVIDE 60OS200-14 STUDS. SPACING TO MATCH WOOD STUD SPACING. HOLDOWN AND PLYWOOD Design Consultant: ------_ NAILING REQUIREMENTS TO MATCH WHAT IS SHOWN FOR WOOD STUD BAAB, LLC _____"— WALLS. 234 South Main St#403 / I ---- I--- ————————————————— Middletown, CT 06457,T: 202-236-8036 NOTES Professional of Record I 4 SIM. / I 1. REFER TO S001 FOR GENERAL NOTES KSK Construction Group / ( Ulgur Aydin, PE (3)9-1/2 LVL I 136 N 10th St, Brooklyn, NY 11249 S�3� 04 i N 2. REFER TO S002 FOR LEGEND / I chi) 3. REFER TO S500 SERIES FOR TYPICAL DETAILS 1 I /' 4. CONTRACTOR RESPONSIBLE TO COORDINATE MEP TRADES WITH I STRUCTURE Owner: Abigail Nitka / _ I �,� I 4 5. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, ELEVATIONS, 165 North 10th Street SIM. I ;01 S-301 CURBS,AND DEPRESSIONS NOT SHOWN ON STRUCTURAL DRAWINGS Brooklyn, NY 11211 Structural Engineer: Silman Co / I 32 Old Slip, 10th Floor / I New York, NY 10005,T: 212-620-7970 / I / I (3) 11-7/8 LVL i MEP Engineer: N EP Engineering ° 110 William St 1 Ell New York, NY 11038 / S-301 / °0\0 Landscape Architect: Nishiel Patel Design Office SW-1 372 Jefferson Ave Brooklyn, NY L___—___-- —_____-- ____---__—__ Civil Engineer. 4 (3) 11-7/8 LVL (3) 11-7/8 LVL (3) 11-7/8 LVL .. - t 124 Subsurface Specialists Inc SW-1 CBP 1 105 Maxess Road, Suite Melville, NY 11747 T: 631-980-3912 N This document is an instrument of professional service. It is intended for use - r only as drawn and noted. Contractor shall CBP-1 00 1 verify all dimensions. SW 1 CBP-1 SIM. CONCRETE FOUNDATION WALL 2 1 SIM. TO SUPPORT EXTERIOR WALL �S�� " 2 S-301 SEE ARCHITECTURAL S-301 DRAWINGS CBP- SIM. (3) 11-7/8 LVL —� (3) 11-7/8 LVL S-301 CBP-1 - M CBP-1 COLUMN TO BE 38 AESS CATEGORY 3 ti SIM. S-301 �S- IM. \S1CBP-1 C? SW-1 O CBP-1 3 11 /8 LVL 3 11-7/8 LVL 3 11-7/8 LVL 3 11-7/8 LVL 3 11-7/8 LVL Fig SHEAR WALL SHEATHING TO Seal&Signature: BE INSTALLED ON INSIDE FACE OF WALL TO ALLOW FOR ARCHITECTURAL BUILT-INS. (3) ' SIM. COI 4 r , ° S-301 �I rn 3 SCO IM. S1 r S�� No. Description Date SIM. � T 3 SIM. S�� 4 S-301 - r III SIM. SW-1 - FIRST FLOOR FRAMING PLAN A2 C2 1 FIRST FLOOR FRAMING PLAN (D2) S-102 1/4"= 1'-0" Al 2 B1 C1 D1 O O O S-401 project: C 5 SIM. PRICING ALTERNATIVES Greenport House -- 7- PARALLEL 2 1360 9th Street TO GLULAM BEAMS. 2 — - — - _ — O Greenport,NY 11944 PER BAY,TYP. S-401 1. AS AN ALTERNATETO TJI JOISTS PROVIDE 120OS200-97 COLD FORMED JOISTS @ 16"O.C. BY MARINOWARE OR APPROVED EQUAL Design Consultant: II I i 5x10-1/2 GLULAM ��=' ��•� _ - 7 2. AS AN ALTERNATE TO WOOD STUDS PROVIDE 60OS200-14 STUDS. 234 South Main St#403 I wool-wool'-- SPACING TO MATCH WOOD STUD SPACING. Middletown,CT 06457,T:202-236-8036 I I -_ -- -- I -� /'�--� —.,�.L 5x10-1/2 GLULAM I I / Professional of Record (2)7-1/4 LVL BEAM TO / �'- w----� w 11 0;!' / � TTw—ww��_w_—,w_.o��.�. / UI ur Aydin, P SUPPORT JOISTS,TYP.AT /0 ( I I w� I Ij'------ INTERIOR R TO EXTERIOR I I ( I I I ^ KSK Construction Group TRANSITION _— 136 N 10th St, Brooklyn, NY 11249 5x10-1/2 GLULAM I 0 _ _—�__��w_—mow II ------ . ------------rt1�"--.—. -- --�--I `" 3 NOTES _1L_ _ _ �'--'�'--- / / 5x10-1/2 GLULAM }--_ 1. REFER TO S001 FOR GENERAL NOTES __ -- — .- ---�-- — -- Al Ow�.www�� / Owner: I I 2. REFER TO S002 FOR LEGEND Abigail Nitka (2)7-1/4 LVL BEAM TO II /// I I ��••- 165 North 10th Street I I 5x10-1/2 GLULAM 3. REFER TO S500 SERIES FOR TYPICAL DETAILS Brooklyn, NY 11211 SUPPORT JOISTS, ww.��.Lw—ww—_ww___.w�ww��ww-- I I I TYP. AT EXTERIOR Ii - // �'1"w'---__•�__--__—w _�� ■I I■I n 4. CONTRACTOR RESPONSIBLE TO COORDINATE MEP TRADES WITH Structural Engineer: STRUCTURE Silman / . I■l I■I 6. SEE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS, ELEVATIONS, MEP Engineer: CURBS,AND DEPRESSIONS NOT SHOWN ON STRUCTURAL DRAWINGS EP Engineering Was 00, 5x10-1/2 GLULAM I I 110 William St in �ww. . ��,._w�_ww'ww.w.w_—w_ New York, NY11038 '1 L■J u II 5x10-1/2 GLULAM I I I / Landscape Architect: Nishlel Patel Design Office ,— __ ww�.--------www_w_w----- 1---w�._ ---__— -----�_—�__�-------__---�1*—� / 372 Jefferson Ave / O • I I 0 O I O I I,I � / Brooklyn, NY ---------- --- -------- ------ ----- ---- ----- ��am;--�w ww—_w —— —— — —��— __—w __--_—w_w_—�� Civil Engineer: ——————— —— —— ———— ————— C Subsurface Specialists Inc „ p (2)7-1/4 LVL BEAM TO 105 Maxess Road, Suite 124 i ` I SUPPORT JOISTS,TYP. \ _ _L- �.�- •�- -" _-'�- --� - `� AT MIDSPAN Melville, NY 11747 T: 631-980-3912 \�.—�..�.-- —_�•_— -- r—�.—_'�-- --5'91/4 LAMdo,do Sao I I I --- �`� I I 5X19-1/4 GLULAM --..�,--..---..- �- 01 III ._...—dow. .__—.._ I -- \\ ----------__—ar�--�� —w��--�� \ 1 SIM. This document i5 an instrument of _ �.��-- - \\ I I 5X19-114 G��p,�.--..�--'�"- -""� I dalaww_—..�.a--� S-401 ` I —Iwo _ __ f _ professional service. It is intended for use �- a�—a—�. do_ - _ _--� _ my as drawn and noted. Contractor shall \\` �.— o�-- — —��— ��'� ��'� a�� \ i " verify all dimensions. --�-lawwood � ��—a��— __ __ -"�a..�.` ` 1 CONT. STEEL - I�.a fl y �„■a-...� -- 5X19-1/4 GLULAM�-a.-�--"� _ -- - Gow- \ ANGLE, SEE - as '' owim__— --�-- � �' --�. a�a—� ` S-201 2/S-401 / l a SIM: _� �.�-- — �"�� -- �� a—��— �� I aa,a�— i a�aa _ - loll -- soow do _ 0�' 5-401 -....�"'- 5X19-114 GL��-- �aa a \ i .fly — ( [ �' '-"' �aaa— a�-" a—a 'a _ � ..- TRUSS FRAMING,TYP. w ^, _J \ - as-- aka I a as �".r SEE S-201pop \ ara �� _1 1 J M a—aa aaa— 4 a� a "„ aI 3 .��'—a—a—a _ X19�l� �a— aaaa_�old S-401 aI aa�► aal . a_ s-2o1 \ _ as I __ aa�� a �a iddow . �►aal- aaa 4 GLULp`ra�► aa��a 'aa a a a \ as 5x19-11 a� aaI \ �'a - U`AM aa� 18 I '" Cast aa! � _ a a� a a�� i' "" -114 G�'0000 do do dawal a a� /fl 7-1/4"LVL'S --aa�'� _ .�a'�a / I.ULRia owoo i��.'' �610 aaa-� I -..�„�a�'s� / 601400 GLULAPARAM TO .\ aa_a ate' Sx19- I so do ons� 11��i� ' Iagai�i 'a aa�aa 1 �.a...�--.��-- I l „ , BEAMS. (2)PER . aa� I -,ado so aa� 15X19-114 GLULAMsomp do �" 7-1/4 LVL S PARALLEL TO BAY,TYP. \� / a� aaaa �a, odop aa� am-�.a..a-- GLULAM BEAMS. (2)PER BAY, so do ..40 do go top am.amp 010 allow Go -�... woonow ;0 "1®ate _ - �. lww—.�---- \ _ -------- - ----------- - - I ----- S 2� �111M.LULAM �� _ am -�- �`-w.�.... 5x19-1/4 GLULAM 1 O _ _ULAM S-401 —aw — —�'ww CONT. STEEL I i. --� -O•.. so ANGLE, I ANGLE,SEE ��...- 5xi9-1/4 I / -1 2/S-4o1 �, S IM.I ��►� `LULAM —�— �� Slow a. allow _ _ - Sip% I ..�'�—.�.--5xi9-1/4 GL I � aft / —wood--"'�— --�0quo — —��_ 4 I I ��--wool�1/�U LAM�201 I ftaftft-- -- an ao allow am od__OEM an Mona an am mmum am a a enema am do do oft --� I _ / GLULAM BEAMS TO BE aw allow,oft so 5x19-1/4 GLULAM VI I --•• _aft �"'m•.� / NOTCHED AT TRUSSES, -�"" �• �'-"'�- SEE S-401 - I soma I � --wool"- 5x19-1/4 GLULAM f/ w_�w,—w��w—wo—ww.. �w_wo—ww...�ww �.�� (2)7-1/4"LVL BEAM TO .1 r � / SUPPORT JOISTS,TYP. wo"_--..,w_w�www��".'�.�.,.I AT MIDSPAN TOG ULALVL' PARALLELw----� - - ..�----- 5x19-1/4 GLULAM TO BAY,T BEAMS. (1) I I�/ - ---- - -- — - - PER BAY,TYP- - - - - = wo— \ \ 1 0 1 0 ° I seal Si ature: 5x10-1/2 GLULAM I I , \ F N rM a Y 5x10-1/2 GLULAM I. ---��-----------------------1-t--------------------11 —\Z- 77\ —a- -------------- I I \ —�---5x10-1/2 GL LAM ---aa-.lLsl 5x10-1/2 GLULAM _ 2 - w_��__— wwt�— / I ( )7 1/4" L VL TYP. No. bescription Date w_—�w_�.w_��w_—�w_��ww��wI _ ,I I I 5x10-1/2 GLULAM wadddII 1 ' 3 SIM.. rO I I ____—�__—��__ w__ULw_ / 1 I I I I --------. S-401 SIM.I I -�w_wwwool an oft no�am an,down ow am wood,do,5x10-1/2 GLULAM 3 1 0 — ��_wwwwwwww �S-4o1'1'1'___dd- awww4 allow_am wells 5x10-1/2 GLULAM I ( I 0��7 I I �\ --mow_ I�ww—.�ww�m_w.wo�w_—�w_www 0 / / ---ww_www-- memo — — 5x10-1/2 GLULAM - - -__ -- — am _ w SIM. — ' - - _�w� - 2 - B2 —ww. S-401 ' - - -- - — �__wa. I y O ROOF FRAMING PLAN A2 C2 _ SIM. D2 2 S-401 1 ROOF FRAMING PLAN S-103 1/4"= V-0" Proiect: Greenport House 1360 9th Street (S-401 SEE 1/S-401 FOR ADDITIONAL STEEL Greenport, NY 11944 REQUIRED AT GLULAM Design Consultant: NOTCHES BARB' LLC HSS TOP CHORD 234 South Main St#403 PER PLAN Middletown, CT 06457,T: 202-236-8036 Im. GLULAM BEAM WOOD FRAMING NOT Professional of Record PER PLAN SHOWN FOR CLARITY U CHORD FRAMING NOT'CLAR Ulgur Aydin, PE HSS8X4X5/8(FLAT J A KSK Construction Group 136 N 10th St, Brooklyn, NY 11249 -------------- --- GLULAM BEAM O ---------------- Owner: Im. PER PLAN Abigail Nitka 165 North 10th Street Brooklyn, NY 11211 HSS BOTTOM CHORD PER PLAN Structural Engineer: Silman FC 1 00 I I 32 Old Slip, 10th Floor — HSS PLAN New York, NY 10005,T: 212-620-7970 V��.s-S�0 0.00 � 00 COLUMN PER Cl) - MEP Engineer: x cCl) 00 co xr) EP Engineering x co 't x 110 William St x U) CY) x U) TRUSS END CONNECTION New York, NY 11033 Nt co Ce) U) U) AT BOTTOM CHORD Landscape Architect: x co Nishiel Patel Design Office Sim. Sim. �S-2 J01 1 1/2" 372 Jefferson Ave 6 5 6 S-201 Brooklyn, NY Civil Engineer: Subsurface Specialists Inc HSS4�21X`1/4 105 Maxess Road, Suite 124 Melville, NY 11747 T: 631-980-3912 HSS8X4X5/8(FLAT) HSS8X4X5/8(FLAT) O _ - _ _ _ -J This document is an instrument of professional service. It is intended for use only as drawn and noted. Contractor shall COLUMN COLUMN COLUMN COLUMN WOOD FRAMING NOT verify all dimensions. PER PLAN PER PLAN PER PLAN PER PLAN SHOWN FOR CLARITY SEE 1/S-401 FOR ELEVATION ELEVATION (-2 ADDITIONAL STEEL S-2 V-0. �S-201) 1/2" 1'-0" REQUIRED AT J01 1/2" GLULAM NOTCHES HSS TOP CHORD PER PLAN ------------- ----- -------------------- I I I GLULAM BEAM I I HSS BOTTOM PER PLAN I I CHORD PER PLAN I I HSS COLUMN PER S�1 H Im. PLAN 3S8X4X518(FLAT) (S-401 V0000�� HsS 8XX44 TRUSS END CONNECTION X518(PLAT ( 6 AT VERTICAL S-2 00 00 CY) - x xM Cl) x Cf) x 00 U) 00 x Cl) co M x x Seal &Signature Cf) x C/) U) FN U) 2 Sim. co IL IM. 00 x Cl) O Cl) x 't I I co U) x It U) A HSS8X4X5/8 HSS8X4X5/8 (FLAT)(LOW) 514 (FLAT)(LOW) No. Description Date z z COLUMN iL W IL uj PER PLAN z z 0 0 0 NOTES: EVATION ELEVATION 1. SEE A-550 FOR DIMENSIONAL INFORMATION 2. TRUSSES ARE DESIGNED FOR 1/2"MAX HORIZONTAL 112"= 1'-0" MOVEMENT AND 1/4"MAX VERTICAL MOVEMENT 3. TRUSS TOP AND BOTTOM CHORDS AND VERTICALS TO BE AESS CATEGORY 2 U.O.N.TRUSS COLUMNS ARE NOT REQUIRED TO BE AESS EXCEPT THOSE NOTED ON PLAN STRUCTURAL ELEVATIONS As indicated Pr Siect: Greenport House 1360 9th Street Greenport,NY 11944 Design Consultant: BAAB, LLC 234 South Main St#403 Middletown, CT 06457,T: 202-236-8036 Professional of Record WOOD SHEAR WALL WHERE I Ulgur Aydin, PE WOOD SHEAR WALL WHERE KSK Construction Group OCCURS,SEE PLAN. PROVIDE OCCURS, SEE PLAN CONT BLOCKING BETWEEN 136 N 10th St, Brooklyn, NY 11249 JOISTS AT WOOD WALLS. NOT NOTCH IN FOUNDATION WALL, SHOWN FOR CLARITY SEE ARCHITECTURAL DRAWINGS SUBFLOOR SHEATHING, SUBFLOOR SHEATHING, I I I SEE GENERAL NOTES Owner: SEE GENERAL NOTES Abigail Nitka 165 North 10th Street - -- - --- - -- - - T.O.JOIST ......... ............. ....... T.O.JOIST T.O.JOIST Brooklyn, NY 11211 EL.SEE PLAN EL.SEE PLAN EL. SEE PLAN T.O.JOIST >1 4 LA Structural Engineer: ................ ....................... EL. SEE PLAN Silman 4 32 Old Slip, 10th Floor New York, NY 10005,T: 212-620-7970 J= SEE ARCHITECTURAL I I k'=1 WOOD JOISTS, DRAWINGS FOR MEP Engineer: CONCRETE WALL, Z SEE PLAN INSULATION CONCRETE WALL, z WOOD JOISTS, S, SEE PLAN EP Engineering RE SEE PLAN 4 WOOD JOIST 4 110 William St SEE PLAN REQUIREMENTS SEE PLAN New York, NY 11038 FULL DEPTH CONCRETE WALL, I . I's 0 . 4 SEE PLAN BLOCKING @ 6-0' FULL DEPTH BLOCKING Landscape Architect: T4 4 4 T O.C. FOR 3 BAYS, SEE @ 6'-0"O.C. FOR 3 SEE ARCHITECTURAL GENERAL NOTES BAYS, SEE GENERAL Nishiel Patel Design Office 4 1, 4 DRAWINGS FOR • NOTES 372 Jefferson Ave CONT 3 1/2"X JOIST DEPTH INSULATION CONT 3 1/2"X JOIST DEPTH Brooklyn, NY 4 REQUIREMENTS PSL LEDGER W/3/4"DIA PSL LEDGER W/3/4"DIA THREADED ROD W HILTI THREADED ROD W HILTI Ciy[LEngineer: 4 Subsurface Specialists Inc 4 HY-200 EPDXY 6"EMBED HY-200 EPDXY&6" EMBED CONCRETE SLAB ON @ 16"O.C. STAGGERED @ 16"O.C.STAGGERED CONCRETE SLAB ON 105 Maxess Road,Suite 124 GRADE,SEE PUNN CONCRETE FOOTING, GRADE, SEE PLAN Melville, NY 11747 T: 631-980-3912 SEE PLAN 4 4 CONCRETE 41� SLAB 4 T.O. SLAB x—x—x x T.O.SLAB 4 FOOTING, SEE T.O.Ub b 4 'A EL. SEE EL.SEE PLAN -X—X—X' 4 5� < )�-11 PLAN EL.SEE PLAN N H H 1 11 4 4 ' q I 4 7 This document is an instrument of 4 SEE ARCHITECTURAL professional service. It is intended for use 4 • 04 0 4 •1 40 4 • only as drawn and noted. Contractor shall -V � 1 11 < B.O. FOOTING 4 6 q&C 4, �4 4 '-ADRAWINGS FOR INSULATION EL.SEE PLAN REQUIREMENTS CONCRETE FOOTING, SEE PLAN SECTION 2 SECTION ( 3 SECTION S-301 3/4"= 1 1-01, ' S-301 3/4-1= 1'-011 S-3j0l 3/4"= 1 1-01, PiA _ O SUBFLOOR SHEATHING, SEE GENERAL NOTES -rT. FULL DEPTH BLOCKING @ 13-0" O.C. FOR 3 BAYS, SEE GENERALNOTES T.O.JOISTS EL. SEE PLAN WOOD JOISTS, SEE II PLAN CONT.3 1/2"xJOIST SEE CHIURAL DEPTH PSL LEDGER W/ DRAW GS FOR 3/4" DIA.THREADED 4 INSULATION ROLS W/HILTI HY-200 REQUIREMENTS EPDXY& 16" EMBED @ 16"O.C.STAGGERED CONCRETE WALL, SEE PLAN 4 CONCRETE SLAB ON GRADE, SEE PLAN T.O.SLAB CONCRETE FOOTING, 1 1/1 1 SEE PLAN EL. SEE PLAN X x—1 Seal&Signature: 7� , ' ' 11 N 4 B.O. FOOTING EL.SEE PLAN hr SECTION on 3/4"= 1 1-01, No. Description Date FOUNDATION SECTIONS 3144-=1'.01. Project: Greenport House 1360 9th Street Greenport, NY 11944 C2 Design Consultant: (2)7-1/4"LVL BEAMS BETWEEN ROOF SHEATHING PER 8"WIDE X GLULAM GLULAMS AT INTERIOR TO GENERAL NOTES 234 South Main St#403 EXTERIOR TRANSITION THICKNESS LONG Middletown,CT 06457,T: 202-236-8036 WT TO SUPPORT GLULAM AT NOTCH - _ - D1 Professional of Record Ulgur Aydin, PE KSK Construction Group - I 136 N 10th St, Brooklyn, NY 11249 ( (2)7-1/4"LVL BEAMS BETWEEN ROOF SHEATHING PER GLULAMS AT INTERIOR TO GENERAL NOTES EXTERIOR TRANSITION Owner: Abigail Nitka —-—- — - — - 165 North 10th Street 0 I I 5 Brooklyn, NY 11211 (2)7-1/4 LVL BEAMS BETWEEN Structural Engineer: �, GLULAMS AT PERIMETER Silman FACETED TRUSS I I 32 Old Slip, 10th Floor TOP CHORD, SEE I PLAN I I I GLULAM BEAM PER PLAN New York, NY 10005,T: 212-620-7970 I I ( I II MEP Engineer: NOTCH GLULAM BEAM TO RECEIVE ROOF SHEATHING PER GENERAL NOTES i' i GLULAM BEAM PER PLAN EP Engineering 110 William St TRUSS, SEE ARCHITECTURAL New York, NY 11038 DRAWINGS GLULAM BEAM PER PLAN, SHIM AS �i I I I .�" - 'I Landscape Architect: REQUIRED TO Nishiel Patel Design Office 372 Jefferson Ave I I ROOF SHEATHING �i" Brooklyn, NY ./� y Civil Enginee Subsurface Specialists Inc TRUSS VERTICALS, I SEE PLAN 105 Maxess Road,Suite 124 I I / I '/ Melville, NY 11747 T: 631-980-3912 I , I I I � LVL BEAM PER PLAN II ' This document is an instrument of ( I I professional service. It is intended for use I I only as drawn and noted. Contractor shall ' I verify all dimensions. I I I I r LVL BEAM PER PLAN STUD WALL PER r GLAZING AND ATTACHMENT TO PLAN r I I STRUCTURE BY OTHERS 3 SIDES I I I I II I �I I 2 SECTION 3 SECTION S-401 3/4"= 1'-01, S-401 3/4"= 1'-0" TRUSS BOTTOM i CHORD, SEE PLAN I ' 1 SECTION S-401 3/4"= V-0" 3b 3a SIMPSON A34 ANGLES FOR - S` BLOCKING ATTACHMENT = . f rr `11 1; Seal&Signature: LVL JOIST PER PLAN PROVIDE LVL JOIST \ Z ADJACENT TO GUTTER TO GLULAM BEAM PER PLAN. MATCH GUTTER DEPTH , 0$ $ SHIM AS REQUIRED TO ROOF '\ i SHEATHING S O PROVIDE 3-1/2"X9 1/2�' � PSL BLOCKING @ 16 No. Description Date/ O.C.AT GUTTER \ STUD WALL PER PLAN _LJ—j- 4 SECTION SUPERSTRUCTURE SECTIONS S-401 3/4"= 1'-0" 314"= 1'-0" Pr[iec : STANDARD HOOK Greenport House 136D8thStreet Greenport. NY 11944 Consultant:Design B&AB' LLC �3��ou�h &Yein�t#4�� S/Y/V{�UTASREQUIRED Middletown,CT T'�U�-��5B036 SLIP DOVVELPEF� CONCRETE PIER OR ' ` ' - W.W.R. CONTRACTOR STEEL COLUMN (SEE PLAN) 4 1 Professional of Record SAW CUT SLABRE|NF. | F | U|gurAydin PE 14/3^ O0 �� O.C. SLA8ONGRAOE (N1ESHRE8AR) KS�C Construction��rmup �c 136 NiDth St, BmmoWyn, Nly1124Q - 2��3^x4''0^LONG u' z m �} ADDITIONAL ATALL �� o_ CO 0� RE-ENTRANT �A�|�U� DISTANCE BETWEEN � � \ CORNERS � m �_ / � MAXIMUM \-_ JOINTS 14 CONTRACTION JOINTS IN INCHES [�ONSTURCT|ON -- - |S36T|K4EG SLAB THICKNESS JOINT ' Owner: _��_ ,�b|8ai| Nitke SLAB EDGE 165 North 1O1hStreet Brooklyn, Nr'11211 SAWED CONTRACTION JOINTCTION JOINT ISOLATION JOINT COLUMN ADDITIONAL REINFORCEMENT Structural Engineer: AT ALL RE- ENTRANT CORNERS 1W Si]nnsm ��O��i� 1U��o� STANDARD New York NY1OUD5.lE212'82O-797U WATERSTOP. 2"COVER MEP G^xG^VV21xVV21VV�VR Engineer: o CONCRETE SLABEP Engineering BY /urmFm.) - 11O��HinmnSt New York, N�y11838 VVATER3TOP N{�]�L -` VAPOR . 1 SLAB ' T ' WHERE EACH SINGLE STRIP DOES NO EXCEED 38T|K4ES Ninhiel Patel Design Office SLAB THICKNESS |N INCHES.ALTERNATIVELY, LARGE � ' BLOCK PLACEMENTS WITH INTERIOR CONTRACTION JOINTS TENSION ARE ACCEPTABLE |F THE CONTRACTION JOINTS ARE MADE . 6^GRAVEL ORSTONE P | | R'GRAyELOR |NBOTHO|RECT|ONSATQPEC|F|ED |NTERLG |NAT|K�ELY ~`' ~' ^'~^ ' 7-- �u�su��oe�p�oia||�ta |nu - CRUSHED S��NE MANNER �_- UNDISTURBED 1O K�|L POLYETHYLENE / 2 Q/ANEO- ONTRA�T|ON JO|NTS SHALLBE U3CATEOATA CNE�R 105��axeee Road, Suite 124 SO|LORF|LL \64�ORBARR|ER ``-- UNO|STUR8ED � -MAXIMUM �ly1Y74��' ��1 �8� 3�1MAXIMUM� SPACING IN INCHES OF3GT|K�E8THE SLAB . - - SOIL ORFILL THICKNESS.JOINTS SHALL BE SAWED NO LATER THAN 24 NOTE: FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE GRADESLAB ON � TABLE. HOURS AFTER CONCRETE IS PLACED . � 3. GRAVEL DRCRUSHED STONE BASE SHALL BE COMPACTED TO05Y6OF MAXIMUM DENSITY ATOPTIMUM MOISTURE �-�'K�U�� U K��U-��-� U ��U��K�� CONTENT. TYPICAL K- U��~ HORIZONTAL U ��~ REINFORCEMENT This document is an instrument of �� U��U�� x�� WALLS �� U ��^^�U-�U�0�~�� JUNCTIONS 8x^�U»W�� v~�U professional service. bis intended for use TYPIC��U�� U SLAB �� ~�� k �� U�� pnl��cax«��n�nmted. ��mntnootmr�h�|| AL K- U��~ ��-�-�� v-�U~W "��U��~ �~kU�� X~�8�U�� verify all dimensions. N.T.S. N.T.S. �'� � DEFORMED BAR TENSION DEVELOPMENT LENGTH (Ld) ADDITIONAL HORIZONTAL FOR NORMAL WEIGHT STONE CONCRETE&UNCOATED BARSU V \U\ BARS/�'TOP&BOTTOK4 (]F � u --' OPENING. PROVIDE 245MIN. Z � OVER AND UNDER OPENING 144CONT. '�a_ BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE U.O.N. W �y EL. SEE PLAN 1 1 TOS�B ADDITIONAL VERTICAL BARS SLAB THICKNESS AT SIDES OFOPENING. BAR (TYP.) | | QUANTITY ON EACH 8|OE | EQUAL TO 1/2 AREA OF INTERRUPTED BARS. ' 245yW|N. EACH SIDE, U.O.N. 2'0^ #4 CONT. DEFORMED TENSION BAR NOTES: 1. FOR HORIZONTAL REINFORCEMENT WITH 12 INCH OR MORE FRESH CONCRETE CAST BELOW IT,TENSION DEVEUOPMENTUENGTH/ TENSION LAP SPLICE LENGTH SHALL BE 1.3x T HE VALUES GIVEN. T.O.SLAB 2. FOR REINFORCEMENT IN LIGHTWEIGHT CONCRETE,TENSION OEVELOPK1ENTLENGTH/TENS|ON LAP LENGTH SHALL BE 1.3xTHE EL SEE PLAN VALUES GIVEN. 3� FOR EPDXY-COATED BARS: ' T.O. SLAB A. WHERE CONCRETE COVER IS LESS THAN 3x 8/\R DIAMETER, OR CLEAR SPACING IS LESS THAN Gx BAR DIAMETER,TENSION . SEE PLAN � DEVELOPMENT LENGTH/TENSION LAP SPLICE LENGTH SHALL BE 1.5x THE VALUES GIVEN. B. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3x BAR DIAMETER AND CLEAR SPACING IS GREATER THAN 6x BAR | � | O\AK�ETERTENS|ONDEVELOPK�ENTLENGTH/TENS|ONLAP�PL|{�ELENGTHSHALLBE12xTHEVALUESG|VEN NOTES: m ' � ' � m 4. CASE |APPLIES WHEN EITHER OFTHE FOLLOWING SETS OF CONDITIONS ARE MET: 1. HOOK ALL BARS INTERRUPTED BY OPENING. 244TOP& ----�' � � m�[ A. ALL THREE OF THESE: 2 HOR|ZONTALBARSTO E�TENO OEVELOPK�ENTLENGTH BE�ONO BOT CONT | 1 -0^ | ' n. CLEAR SPACING[)F BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN O8AND ' ' 'OPENING,VERTICAL BAF�GTOBE: FULL STORY HEIGHT. b. CLEAR COVER IS NOT LESS THAN DBANO 3. PROVIDE REINFORCING SHOWN |N THIS DETAIL U.{}.N. |N SHEAR WALL c. STIRRUPS OR TIES ARE PROVIDED THROUGHOUT THE DEVELOPMENT LENGTH AND THE QUANTITY IS NOT LESS THAN THE SCHEDULE,SHEAR WALL DETA|LS, SHEAR WALL ELEVATIONS ETC. STEP GREATER THAN SLAB THICKNESS CODE MINIMUM. Q. OR BOTH OF THESE: m. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN 2D8AND b CLEAR |S NOT DB TYPICAL K ��U��»� U�� WALL K K TYPICAL �� U�� SLAB �� GRADE�� ' � U U K- U��K_ OPENING UU�W CONCRETE�� K_K� U U K- U��- STEP��K- UU,W ��U,� �� CAGE ||APPLIES TO ALL OTHER CONDITIONS NOT DESCRIBED IN CASE | N.T.S. N.T.S. Signature:DEFORMED BAR TENSION LAP SPLICE-CLASS B FOR NORMAL WEIGHT STONE CONCRETE& UNCOATED BARS BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE OF CONCWALL CE PIPE No. Description Date ` ROLLED PLATE ORPIPE HDR|ZONTALRE|NF TO DEFORMED BAR COMPRESSION DEVELOPMENT DEFORMED BAR COMPRESSION LAP z VV|TH1/4" MIN.WALL RUNTHRU LENGTH (Ldc) SPLICE �� [i —°---'\/-- THK. W FOR NORMAL WEIGHT STONE CONCRETE& FOR NORMAL WEIGHT STONE CONCRETE& UNCOATED UNCOATED BARS BARS NOTE: 4 mc D SPACE ADJACENT PIPE SLEEVES AS FOLLOWS: m r3 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI LLm mmmi � BAR SIZE BAR SIZE m t 4 0 0 CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE PIPE DIAMETER CLEAR DISTANCE BETWEEN NOTE: MAXIMUM POUR LENGTHS: FOUNDATION WALL 80'-0^ TYPICAL DETAILS TYPICAL U �U�� SLEEVE U� ��u�� WALL U U TYPICAL U ��x��U�� U��U�� U� �� WALL U U U U K- U��~k�- K- UK- �� -�~U�� '� �� UU� CONCRETE�~ ��~�~ U V K- Uv.,��- CONSTRUCTION U`��v~v U Uv~�U~W JOINT UU� CONCRETE�� -��~�~ �� =�"�� 0 N.T.S. N.T.S. -~ ~= = ,� ° As indicated Proiec : Greenport House 13690thStreet Greenpmrt, NY 11944 (� Desiqn Consultant: DEPRESSION |N STEM WALL FOR BASE � BAAB' LLC ru°/c �cc,^n�n//�`./uw*�u�*m//mu� 234 South K8ainSt#403 � COLUMN Middletown, CT 06457,T:202-236-0036 Professional of Record BASE PLATE U|gur Aydin, PE KSK Construction Group 13GN10th St, Brooklyn, NY1Y24g BOTTOM uF BASE PLATE �� " ' LLc� ` Owner: BEAR|N{�VVALLON ��2x � Abigail N�he CONTINUOUS PRESSURE 165 North 1NthStreet TREATED SILL PLATES Brooklyn, NYYY211 BEARING WALL ON (2)2x 1/2"0 A307 ANCHOR BOLTS AT 4' yOTE�LEVEL|NQ PLATES (4) 1/2 0 HEADED ANCHOR", CONTINUOUS PRESSURE 'ARE NOT PERMITTED RODS. EMBED. 1 -4^MAX. OR TREATED SILL PLATES '~ �i�nmn " ~ "~ . .. . �_. 32O|d Slip, 10th Floor EACH STUD (SEE NOTE 3) BETWEEN LEDGER AND BLOCKING WITHIN 3.OF BOTTOM OF New Ywrh, NY10OO5 �. 212_62U_797D _ FOOTING ' ' S='S"'" SS' TIE AT EACH'"'"~ PROVIDE FINISHFLOOR� (SEE mu/E u) ' EP Engineering EL. SEE PLAN T.O. FOUNDATION STEM ANCHOR � � 11Q��U�nm�� |/ L'T.O. FOUNDATION STEM '��ELSEE PLAN� -' EL New Yod� NY"11038 �� r��m 5/1G� - ` EL SEE ruAvec ELiEE LAN nq/ BASE PLATEscape ' . Nbh&el Patel Design Office G� 372 Jefferson Ave � Brooklyn, NY | Civil Engineer: | / � Subsurface Specialists Inc T.O. EXTERIOR SHELF | | COLUMN \ -BTABLE 105Maxess Road, Suite Y24 | u EX|ERmmuHELF | | | | / u /m/ER/uR SHELF EL. SEE ARCH. DyyG(S) | | TJVLVL FLOOR JOISTS | Melville, Mly1i747 T: G31+08U'3012 -- SEE ARCH. -''-`-' | | | TJKLVL FLOOR JOISTS EL. �SEE PLAN | | FACE yNOUNTEOJO|ST | | | | ' TYPE A HANGERS BY8|K8P8ON OR ----~--- APPROVEDEQUAL FULL DEPTH BLOCKING TO This document iemn instrument of BOLT SIZE BASE PL FROM CENTER LINE MATCH DEPTH OF JOISTS ANCHOR HOLE 0 IN EDGE DISTANCE professional service. \t1s intended for use FOR REINFORCING SIZE AND -----/ `-- CONTINUOUS 3-1/2^xJOIST OF BOLT HOLE only as drawn and noted. Contractor shall \ SPACING SEE DETAIL AND DEPTH PSL LEDGER WITH 3/4"0/ vedfymU�|m�n�|mn��- CONTINUOUS PSLLEOGER SCHEDULE ON �-101 H|LT| HY 2OO EPDXY ADHESIVE ' SEE DETAIL AND SCHEDULE -/ WITH �4^0H|LT| HY2UO EPDXY/\OHE8|VEVV|TH G'' WITH G" EMBEDMENT AT 18"O.C. ON 8 101 FOF� ENFORCING EK�8EO/NENTAJ 1G"D{� STAGGEREO PROV|OEA- .CA STAGGERED. PROVIDE AyW|N|K4yW SIZE AND SPACING K4|N|MK8 OF(3)THREAOEO RODS PER LENGTH OF OF(3)THREADED RODS PER LEDGER Y&}TEB� LENGTH OF LEDGER 1 SEE SHEAR FOR HOLD-DOWN DETAILS.Y�]TE�� -"-°--'\r-�`�-� . - . 2. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED MEMBERS SHALL BE . 1. SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN DETAILS. HOT-DIPPED GALVANIZED. SEE GENERAL NOTES. SIZE 2. ALL LIGHT-GAUGE CONNECTORS IN CONTACT WITH PRESSURE-TREATED MEMBERS SHALL BE HOT-DIPPED 3. SIMPSON SSP TIE TO BE INSTALLED INTO WALL STUD AND SILL PLATE PRIOR SHEATHING MARK THICKNESS TYP REMARKS GALVANIZED.SEE GENERAL NOTES. INSTALLATION. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. 3. Q|MPSON 8SPT|ETO BE INSTALLED INTO WALL STUD AND SILL PLATE PRIOR SHEATHING INSTALLATION. INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. JOUSTS BEARING ON FOUNDATION WALLWITH EDGER JOUSTS PARALLEL TO FOUNDATION WALLWITH EDGER TYPICAL COLUMN BASE PLATE AT PIPE OR TUBE COLUMN N.T.S. N.T.S. N.T.S. ORN COLUMN TOP& BOTTOM FLANGE PLATES SHOP WELDED _71/17 TO COLUMN To PLP To BO | BY PROVIDER WOOD POST;SEE PLAN SPLICE �� FOR SIZE FLANGE =`^PLATES, WIDE FLANGE BEAM d GALVANIZED S|K8PSON 0) 1��0 GALVANIZED �� - (DISCONTINUOUS | \ LC8/CB COLUMN BASE THFlU BOLTS, NICK ) ORAPPRO�DEQU� TOPR�E�B�K�FF SHEAR PLATE CONNECTION BY INSTALL BOTTOM OF BASE PLATE � PROVIDER | FLUSH WITH CONCRETE (DISCONTINUOUS t= &ft ) u `-- SHIM PLATE AS REQUIRED (TOP& z BOTTOM) u- NDTE: T.O.SLAB ------ ^�� 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC DETAILS ONLY. 14 CONTRACTOR SHALL DETAIL MOMENT CONNECTIONS BASED ON NOTE4. IN ACCORDANCE VV|THCODES/\NDSHALL PROVIDE 8|{�NEDAND SEALED NOTES: ' CALCULATIONS FOR FULL CONNECTIONS PRIOR TO SUBMITTAL OF SHOP ' DRAWINGS. 1. DETAIL SPLICE AND PROVIDE MATERIALS |N ACCORDANCE WITH A|SC 2. ALL BOLTS TO8EH|GH'STRENGTH. SLIP CRITICAL. ENGINEERING FOR STEEL CONSTRUCTION HANDBOOK AND ALL OSHA -�---�---� 3. PROVIDE BOLTED CONNECTION IN WEB FOR BEAM REACTION PER GENERAL REQUIREMENTS. | NOTES. 2. MAXIMUM LENGTH OF COLUMN TOBE LESSER OF3U'-0^OR2STORIES. &/`p CONCRETE PIER 4. PROVIDE PRETENS|ONEO BOLTS FOR STRUCTURES OVER 125' |N HEIGHT. 3. PROVIDE ALIGNMENT PLATES A8 REQUIRED FOR COLUMN ERECTION. ' 5 DESIGN REK�OVEAL|{�NK8ENTPL�TE�AFTER{�C�LUK�N |S |NSl�LLEO OR WALL � � ' TYPIC��K�� U ��o�o�� ^�� o�� WALL o�� U�� AL� Ux�� K� � �� 8 ��U� CONCRETE �� U� � U��U� ��U�� U �� COLUMN U��U�� x��U�� U�� U �� COLUMN SPLICE(WITH UPLIFT) TYPICAL K- U^~^��k�� U U�� v.��~��8�UU� MOMENT CONNECTION U��U� TYPICAL K- Uv~v��~ U U�� v^��U�UU~N ��- �-K��- N'T'S' N.T.S. N.T.S. No. Description Date TYPICAL DETAILS �� J�� =��u� �� FULL DEPTH BLOCKING TO MATCH Prey BEARING WALL ON(1)-2x WIDTH OF STUD WALL,TYPICAL Greenport House BEARING WALL ON (1)-2x FULL DEPTH BLOCKING TO MATCH CONTINUOUS SOLEPLATE rj BETWEEN FLOOR BLOCKING AT 1360 9th Street CONTINUOUS SOLEPLATE WIDTH OF STUD WALL,TYP. i BEARING WALL ABOVE LOCATIONS. Greenport, NY 11944 t TJI/LVL FLOOR JOISTS I TJI/LVL FLOOR JOISTS Design Consultant: I CONTINUOUS 1-1/4"LSL RIM BOARD - __ ___ _ _ T.O. FINISH FLOOR 6" 2'-0" 2'-0' CONTINUOUS 1-1/4"LSL RIM T.O. FINISH FLOOR } EL SEE PLAN M. MULTIPLE MEMBER AAB34 LL BOARD LVL BEAM;SEE PLAN t CT 064 ;,..,..:r : Middletown,ow , 5 20 SouthMain t 03 ...... _." . ... . ® M�S I n 7 T• 2-236-8036 .. EL.SEE PLAN � _ Q } r, SIMPSON LSTA 30 STRAPS TIES Professional of Record� _ SIMPSON LSTA 30 STRAPS TIES s ACROSS STUD ABOVE, RIM N ACROSS STUD ABOVE, RIM BOARD AND STUD BELOW AT b Ulgur Aydin, PE BOARD AND STUD BELOW AT EACH STUD LOCATION I x a P KSK Construction Grou w 136 N 10th St, Brooklyn, NY 11249 EACH STUD LOCATION I � � o 0 0 T.O. FOUNDATION WALL - ----- - --- - - EL.SEE PLAN - — " — I ®Q SECTION A-A t FACE MOUNTED JOIST HANGERS BY Owner: PROVIDE WEB I SIMPSON OR APPROVED EQUAL WITH Abigail Nitka BEARING WALL; SEE PLAN I 3 1/2"LONG SIMPSON SDS AND GENERAL NOTES STIFFENERS AT TJI CONTINUOUS(2)2x TOP PLATE WEB STIFFENERS @ TJI S;TYPICAL SCREWS, EACH SIDE Brooklyn, NY 11211 CONTINUOUS(2)2x TOP 165 North 10th Street LOCATIONS FULL DEPTH BLOCKING TO MATCH PLATE BEARING WALL; SEE PLAN DEPTH OF JOISTS;TYPICAL Structural Engineer: AND GENERAL NOTES SIMPSON H2A TIE AT Silman SIMPSON H2A TIE AT EACH BLOCKING TO EACH STUD, NOTES: 32 Old Slip, 10th Floor JOIST TO STUD,ALIGN JOIST ALIGN BLOCKING AND STUD New York, NY 10005,T: 212-620-7970 NOTE:SEE SHEAR WALL SCHEDULE FOR HOLD-DOWN AND STUD AS REQUIRED NOTE:COORDINATE BLOCKING WITH MEP AND AS REQUIRED. 1. USE 1-3/4"x LVL BY ILEVEL BY WEYERHAEUSER. DETAILS. ARCHITECTURAL PENETRATIONS, SEE ARCH.AND MEP 2. MAXIMUM BOLT HOLE SIZE SHALL BE 9/16". MEP Engineer: DRAWINGS. 3. BOLTS SHALL NOT BE COUNTER-SUNK. EP Engineering 110 William St New York, NY 11038 JOISTS BEARING ON WOOD WALL JOISTS PARALLEL TO WOOD WALL TYPICAL MULTIPLE LVL MEMBER BEAM CONNECTION (2 PLY)_ Landscape Architect: N.T.S. N.T.S. N.T.S. Nishiel Patel Design Office 372 Jefferson Ave Brooklyn, NY Civil Engineer: Subsurface Specialists Inc 105 Maxess Road, Suite 124 Melville, NY 11747 T: 631-980-3912 6" 1'-4" 1'-4" 3 1/2"LONG SIMPSON MULTIPLE MEMBER 3 1/2"LONG SIMPSON SDS SCREWS,8 TOTAL 2" LVL BEAM;SEE PLAN SDS SCREWS,4 TOTAL 1 1/2"MIN. EACH SIDE OF Q EACH SIDE OF HEADER IA, HEADER (2 EACH FACE OF JOIST) (4 EACH FACE OF LVL TRIMMER, This document is an instrument of j Z N o 0 o LVL HEADER, TRIMMER) SEE PLAN professional service. It is intended for use x g LVL HEADER, �� SEE PLAN LVL HEADER, only as drawn and noted. Contractor shall �r a SEE PLAN SEE PLAN verify all dimensions. w o 0 0 __M. c ��J a SECTION A-A 2" EQ. EQ. --. EQ. 3 1/2"LONG SIMPSON SDS - SCREWS, EACH SIDE SIMPSON, FACE MOUNT HANGER, SIMPSON, FACE TYP. MOUNT HANGER, NOTES: TYP. NOTE: NOTE: 1. USE 1-3/4"x LVL BY ILEVEL BY WEYERHAEUSER. BALANCE OF HEADER CONNECTED WITH (3) ROWS OF 3"LONG 10D NAILS @ 12"O.C. BALANCE OF TRIMMER CONNECTED WITH (3) ROWS OF 3" LONG 10D NAILS @ 12"O.C. 2. MAXIMUM BOLT HOLE SIZE SHALL BE 9/16". BOTH SIDES OF MEMBER BOTH SIDES OF MEMBER 3. BOLTS SHALL NOT BE COUNTER-SUNK. TYPICAL MULTIPLE LVL MEMBER BEAM CONNECTION (3 PLY) TYPICAL 2 PLY LVL BEAM TO BEAM CONNECTION TYPICAL 3 PLY LVL BEAM TO BEAM CONNECTION N.T.S. N.T.S. N.T.S. Seal&Signature: P� I Ado 'p 1� o • 06 No. Description Date TYPICAL DETAILS 1"=1'-0.1 Project: ORIENTATION OF CORNER Greenport House STUD MAY 1360 9th Street H RIM TIE, SEE SCHEDULERF SHEATHING ROOF TIE,SEE SCHEDULE D SEOEOGENERAL NOTES VARY Des�inport, NY n Consultant:t44 O FOR ` RAFTERS, SEE PLAN FOR ADD'L INFORMATION BARB, LLC SIZE AND SPACING °�, F 234 South Main St#403 \ PLYWOOD r '' Middletown, CT 06457,T: 202-236-8036 T.O.WALL `— SEE SHEAR WALL SCHEDULE SHEATHING 1 GYP BOARD AND/OR PLYWOOD EL. SEE PLAN/ARCH. 16d NAILS @ FOR NAILING PATTERN 0 SHEATHING SEE SCHEDULE FOR Professional of Record SHEAR WALL TYPE IN LEGEND Ulgur Aydin,WALL SHEATHING — 24"O.C. 16d NAILS @ 24"O.C. 16d NAILS @ 24"O.C. � KSK Construction Grou OMITTED FOR CLARITY, SEE BELOW FOR NAILING - DOUBLE 2x PLATE, SIZE TO PLYWOOD p SEE SHEAR WALL SCHEDULE 136 N 10th St, Brooklyn, NY 11249 MATCH WALL STUDS(TYP.) SHEATHING { FOR NAILING PATTERN WALL STUDS, SEE PLAN .._ FOR SIZE AND SPACIIVG I' WOOD STUD SEE SHEAR WALL SCHEDULE ORIENTATION CONT.2x PLATE, SIZE: RIM TIE, SEE SCHEDULE FOR NAILING PATTERN OF CORNER -- Owner: TO MATCH WALL STUDS STUD MAY Abigail Nitka (TYP.@ EACH FLOOR) - LSTA36 AT EACH STUD VARY 16d NAILS @ 24"O.C. PLYWOOD SHEATHING 165 North 10th Street Brooklyn, NY 11211 FLOOR SHEATHING, SEE Structural Engineer: HOLD-DOWN ANCHOR GENERAL NOTES INSIDE CORNER p AT END OF SHEAR W�4LLN FOR ADD'L INFORMATION OUTSIDE CORNER "T" INTERSECTION O LENGTH , SEE FASTENER Sitman 32®Id Slip, 10th Floor SCHEDULE AND SHEAR RIM BOARD OMITTED FOR New York, NY 10005,T: 212-620-7970 WALL END DETAIL CLARITY MEP Engineer: OT.O.WALL EP Engineering FLOOR TIE,SEE SCHEDULE I � - EL. SEE PLAN CH. WOOD SHEAR WALL CORNER & 'T' INTERSECTION-PLAN SECTIONS 110 William St -— -- New York, NY 11038 PLYWOOD PANEL SEE I I DOUBLE 2x PLATE, SIZE TO N.T.S.O Landscape Architect:SCHEDULE FOR I I MATCH WALL STUDS(TYP.) THICKNESS(STAGGER I I Nishiel Patel Design Office JOINTS) I I SIMPSON H2.5A TIE BETWEEN 372 Jefferson Ave EDGE NAILING WALL STUDS, SEE PLAN BLOCKING AND TOP PLATE; Brooklyn, NY PER SCHEDULE I FOR SIZE AND SPACING TYPICAL;ALIGN BLOCKING I I AND STUD AS REQUIRED Civil Engineer: I I WALL END POST-SEE FULL DEPTH LVL BLOCKING Subsurface Specialists Inc B INTERMEDIATE NAILING I I HEADER SCHEDULE AN PROVIDE WEB STIFFENERS AT 105 Maxess Road,Suite 124 PER SCHEDULE PLAN -PROVIDE C EACH SIDE H SHEAR WALL TJI LOCATIONS;TYPICAL AT EACH Melville, NY 11747 T: 631-980-3912 I I I DOUBLE STUD MINIMUM AND AT EACH STUD LOCATION; SEE GENERAL SIDE OF TJI MEMBER FLOOR SHEATHING - I — -- — I CONT.2x PLATE, SIZE NOTES. SEE GENERAL NOTES FOR TO MATCH WALL STUDS .... . T.O.JOIST/RAFTER ADD'L INFORMATION L EL.SEE PLAN This document is an instrument of T.O. FDN.WALL professional service. It is intended for use EL SEE PLAN/ARCH.and as drawn and Hated. Contractor shall Y CONT.2x PLATE ON - =° a verify all dimensions. FOUNDATION WALL, SIZE TO ,p ' °• d MATCH WALL STUDS, SEE "" "` " FOUNDATION SECTIONS HOLD DOWN ANCHOR AT EACH END OF WALL SEE FOUNDATION SECTIONS FOR WALLS LONGER THAN 10'-0"E ADD TIE DOWNS EVERY 6-0". D CONTINUOUS(2)-2x TOP PLATE; OLOCATE FIRST ANCHOR BOLT ELEVATION TO MATCH TJI/LVL FLOOR/ROOF FRAING F OIMIPLATE ENDS;SIEE M REINFORCED CONCRETE FOUNDATION WALL BEARING WALL ELEVATION FULL DEPTH BLOCKING BEMTWEEN FRAMING IN PLANE SCHEDULE FOR SPACING SEE PLAN FOR SIZE& LOCATION OF WALL; BLOCKING TO MATCH FRAMING DEPTH 2 BOLTS MIN. PER PLATE SHEAR WALL; SEE SHEAR FLOOR FRAMING TO FOUNDATION WALL SCHEDULE WALL OMITTED FOR CLARITY. SIMPSON H6 TIE BETWEEN TOP TYPICAL WOOD SHEAR WALL ELEVATION PLATES AND STUDS;TYPICAL AT EACH STUD WOOD SHEAF; WALL ELEVATION TYPICAL SHEAR WALL PARALLEL TO N.T.S. FLOOPMOOF FRAMING PLYWOOD SHEAR WALL NOTES: 1. STUDS,SILL PLATES AND TOP PLATES AND BLOCKING SHALL BE 2X U.O.N. SEE SHEAR WALL SCHEDULE FOR SIZE AND SPACING. PROVIDE 2X FRAMING AT BOLTED FOUNDATION SILL PLATES, PLYWOOD PANEL EDGE BLOCKING,AND STUDS AT FULL DEPTH BLOCKING AT SHEAR WALL PROVIDE WEB STIFFENERS AT PLYWOOD PANEL EDGES WHERE SHEAR WALL DESIGN SHEAR EXCEEDS 300 PLF. SEE SHEAR WALL SCHEDULE. BETWEEN JOISTS AT EACH STUD LOCATION; TJI LOCATIONS;TYPICAL AT EACH SEE GENERAL NOTES SIDE OF TJI MEMBER 2. ORIENTED STRAND BOARD(OSB)WALL SHEATHING SHALL NOT BE SUBSTITUTED FOR PLYWOOD UNLESS APPROVED BY ENGINEER. <.<<....... <........<,.........., <......,. ..<...........<......, JOIST/RAFTER 3. ALL NAILS SHALL BE COMMON WIRE NAILS,AND SHALL BE LABELED AS ENGINEERED CONSTRUCTION NAILS COMPLYING WITH ASTM F1667. ' ' EL. SEE PLAN J 4. ALL BOLT HOLES IN WOOD SHALL BE MAX 1/16"OVERSIZE. PROVIDE PLATE WASHERS AT ANCHOR BOLTS-SEE GENERAL NOTES FOR SIZES. I I I I 5. AT 2X STUDS, PLATES,AND BLOCKING, PROVIDE 3/8"MIN NAIL EDGE DISTANCE. I I 6. AT 3X STUDS, PLATES,AND BLOCKING PROVIDE 1/2" MIN NAIL EDGE DISTANCE-STAGGER NAILS IN 2 LINES ALONG ADJOINING PANEL EDGES. 7. STAGGER SHEAR WALL SILL PILATE ANCHOR BOLTS/NAILS AND PLYWOOD EDGE NAILING. SIMPSON H2.5A TIE BETWEEN EACH ! 8. PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS WHERE SHEATHING IS INSTALLED ON BOTH SIDES OF STUDS,AND NAILS SHALL BE STAGGERED. JOIST AND TOP PLATE;TYPICAL; ALIGN FRAMING 4 TJI/LVL FLOOR/ROOF 9. DO NOT NOTCH OR BORE SHEAR WALL END POSTS. DO NOT NOTCH OR BORE SHEAR WALL SILL AND TOP PLATES UNLESS APPROVED BY ENGINEER. AND STUD AS REQUIRED FRAMING 10. HOLDOWN ANCHOR BOLTS SHALL BE TIGHTENED AND INSPECTED PRIOR TO COVERING WALL FRAMING WITH FINISHES.ACCEPTABLE TORQUE IS FINGER TIGHT PLUS 1/2 TURN. DO NOT OVER TIGHTEN. CONTINUOUS(2)-2x TOP PLATE; ELEVATION TO MATCH 11. STRUCTURAL OBSERVATION OF SHEAR WALL CONSTRUCTION IS REQUIRED PER THE GENERAL NOTES. BEARING WALL ELEVATION SHEAR WALL; SEE SHEAR WALL SCHEDULE PLYWOOD SHEARWALL SCHEDULE SIMPSON H6 TIE BETWEEN TOP Seal &Signature: PLATES AND STUDS;TYPICAL \E O O O O O O AT EACH STUD OF "Sw" WALL MIN. STUD PLYWOOD NAILING SIMPSON HOLD DOWNS AT STUDS OR SOLID 1/2"DIA.A307 SIMPSON SIMPSON H1 TYPICAL SHEAR WALL PERPENDICULAR TO MARK LENGTH SIZE MIN.SHEATHING EDGE/INTERIOR(in.) POSTS @ ENDS OF ENDS OF SHEAR WALLS ANCHOR BOLT LTP4 SPACING TIE SPACING FLOOPMOOF FRAMING SHEAR WALL SPACING +� SWA SEE PLAN 2x6 1/2"(15/32") PLYWOOD(1)SIDE 10d@6/12 (2)2x6 HDU4-SDS2.5 1'-4"o/c 16"o/c 16"o/c TYPICAL SHEAR WALL FLOOR TO ROOF FRAMING SW-2 SEE PLAN 2x6 1/2 (15/32 )PLYWOOD(1)SIDE 10d@6/12 (3)2x6 HDU8-SDS2.5 1'-4"o/c 16"o/c 16"o/c N.T.S. No. Description Date SW-3 SEE PLAN 2x6 1/2"(15/32")PLYWOOD(1)SIDE 10d@2/12 (3)2x6 HDU14-SDS2.5 1'-4"o/c 16"o/c 16"o/c TYPICAL DETAILS As indicated