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HomeMy WebLinkAbout50667-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE '4 rq'" 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 #: 50667 Date: 5/13/2024 Permission is hereby granted to: Burnham, R Bradford 40 Fifth Ave Apt 12E ......... ,New Yorks NY _1 0011_.... .. _____................ ..... �.............._ _...--.. .. ...� . To: Demolish existing dwelling and construct a new single-family dwelling to include a HVAC system as applied for per Trustees, DEC Non jurisdiction letter, DEC SPDES Permit, and SCHD approvals. At premises located at: Row Off Peninsula Rd, Fishers Island SCTM #473889 Sec/Block/Lot# 10.4-13.10 Pursuant to application dated - 7/5/2023 and approved by the Building Inspector. To expire on �11/12/2025. Fees; DEMOLITION $688.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $6,940.50 CO-NEW DWELLING $100.00 Total: ....... $7,7....._...�. 28.50 ..........___ _JK/16.... ...........�._ Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 x� Telephone (631) 765-1802 Fax(631) 765-9502 hq ://ww w. o tholdtoW nn . oy Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only � i PERMIT N0.5o O(O 1 Building Inspector. P 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. PSI; l �i I l't " Date:June 6,2023 OWNER(S)OF PROPERTY: w Name: R. Bradford Burnham SCTM#1000-10-4-13.10 Project Address:2680 Peninsula Rd., Fishers Island Phone#:631-788-7871 Email:brad@usv.com Mailing Address:40 5th Avenue, #12E, New York, NY 10011 CONTACT PERSON: Name:John Mealy Mailing Address:MBB Architects, 48 West 37th Street, 14th Floor, New York, NY 10018 Phone#:212-768-7676 x13 1Email:jmealy@mbbarch.com DESIGN PROFESSIONAL INFORMATION: Name:Mary Burnham Mailing Address:MBB Architects, 48 West 37th Street, 14th Floor, New York, NY 10018 Phone#:212-768-7676 Email:mburnham@mbbarch.com CONTRACTOR INFORMATION: Name:BD Remodeling & Restoration Mailing Address: 1420 The Gloaming, Fishers Island, NY 06390 Phone#:631-788-7919 Email:harland@bdrrusa.com DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $3 500 000 Will the lot be re-graded? WYes El No Will excess fill be removed from premises? ❑Yes JNo 1 PROPERTY INFORMATION Existing use of property: Residential Intended use of property: Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes @No IF YES, PROVIDE A COPY. Cfteck Box AfterRead! The owner/contractor/design professional Is responsible for an 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 or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized Inspectors on premises and In building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 220.4S of the New York State Penal Law. Application Submitted By( Jo Mlle ®Authorized Agent ❑Owner Signature of Applica Date: June 30, 2023 7 STATE OF NEW YORK) SS: COUNTY OF tj eW I Or IG- ) 0 h M e a 1 '""` being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)abo4 named, (S)he is the (Contrac4r,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 3� day of J y f-" ,20 23 •� Notary Public VANE SSA THORPE Notary Public-State of New York PROPERTY w OWNERAUTHORIZATIONINo.01TH0o08922 Qualified in New York County (Where the applicant is not the owner) My Commission Expires Jun 1,2027 I, R. Bradford Burnham residing at40 5th Avenue, #12E, New York, NY 10011 do hereby authorize John Mealy to apply on my 7 the Town of Southold Building Department for approval as described herein. June 30, 2023 Owner's Signature Date R. Bradford Burnham Print Owner's Name 2 MBB 10 May 2024 Tracey Dwyer Southold Building Department Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Dear Ms. Dwyer, I hereby certify that there are no underground gas pipes present at the property located at 2680 Peninsula Road, Fishers Island,tax lot#10-4-13.1. Sincerely„ To whom it may concern,The Fishers Island Electric Company will be disconnecting and removing the 120/240-volt underground power from the Brad & Mary Burnham residence located @ Peninsula Rd. Fishers Island, NY 06390.This has been requested by BD remodeling& restoration.The date of service disconnect will be 5/10/2024 @ 8:00 AM Thanks,J. Cushing Fishers Island Electric Superintendent Jcushing@fiuc.net 860-333-4799 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broadway, Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 www.dec.ny.gov 4/22/2024 R. Bradford Burnham Harland Frazier 1420 The Gloaming, PO Box 447 Fishers Island, NY 06390 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee; This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-0-20-001 for the construction activities located at: Burnham Residencee 2680 Peninsula Road Fishers Island, NY 06390 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 2/9/2024, which is the date the Department received your complete eNOI. The permit identification number for this site is: NYR11 M426. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed, you must submit a Notice of Termination to the Department. Additionally, authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part II.C. of GP-0-20-001, specifically the following: 1. A final Storm Water Pollution Prevention Plan has been prepared; 2. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied; 3. Where required, all necessary Department permits subject to the Uniform Procedures Act (UPA) (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). erwtro X Department of ST/t'A' N7'W caawcearxaarrr 1"kviT"rArlrrNS'r1tal. Conservation If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely, nn, David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer CHA Parent, Peter 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 mw Scott A. Russell U F' STO]KAAWAXIE][Z SUPERVISOR X4 T�[A�N A�G1EM1EN 1F SOUTHOLD TOWN HALL-P.O.Box 1179 ]� ] 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( 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: John Mealy. Date: July 13, 2023 F. Pj wNBuIel Contact Information: imealy@mbbarch.com mealy@mbbrarh.com (E-Mail 8 Telephone Number) 212-768-7676 x13 Property Address / Location of Construction Site: 2680 Peninsula Rd. S.C.T.M. #: 1000 Dislnct Fishers Island, NY 06390 10 4 13.1 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required ! - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Pernlat is Required ! Area of Disturbance is Greater than 1 Aere & Storm-water 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 MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a } taildina7 Permit, ��{�a, Reviewed By: /�" Date: F(lR M # CM('P-Tf1C rlrtnhcr 7n 16 p \' J l a r, Glenn Goldsmith,President E � �°� �`, Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President P.O. Box 1179 Eric Sepenoski a Southold,New York 11971 Liz Gillooly Telephone 631 765-1892 Elizabeth Peeples r� X Fax(631) 765-6641 BOARD OF TOWN TRUSTEES U TOWN OF SOUTHOLD December 1, 2023 Glenn E. Just o � f J.M.O. Environmental Consulting Services P.O. Box 447 Quogue, NY 11959-0447 RE: BRADFORD R. BURNHAM R.O.W. off PENINSULA ROAD, FISHERS ISLAND SCTM# 1000-10-4-13.10 Dear Mr. Just: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, August 16, 2023 regarding the above matter: WHEREAS, J.M.O. Environmental Consulting on behalf of BRADFORD R. BURNHAM applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated February 28, 2023, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Inconsistent with the LWRP, and, WHEREAS, the Board of Trustees has furthered Policy of the Local Waterfront Revitalization Program to the greatest extent possible through the imposition of the following Best Management Practice requirements: at Field Inspection it was determined that property and project are elevated appropriately and moved far enough back from wetland, and WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on August 16, 2023, at which time all interested persons were given an opportunity to be heard, and w t TERMS AND CONDITIONS The Pennittee,,mBradford R.Burnhain...residin at ROW off Pepigsula load Fishers Island as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board 6f Trustees of the Town of Southold. 2. That this Permit is valid for a period of 36 months,which is considered to be the estimated time required to complete the work involved, but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5, That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7, That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8, The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9< That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Permittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. 2 WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of BRADFORD R. BURNHAM to raze the existing dwelling and construct a proposed 4,805sq.ft. single family dwelling with associated 1/A OWTS system; a 679sq.ft. garage; 2,587sq.ft. of decks; a 386sq.ft. porch; 272sq.ft. of walkways; a 461 sq.ft. planter; and 373sq.ft. of paved area; install six 8'x6' drywells for roof runoff; remove and replace underground utilities; remove and replace water service; remove existing gravel driveway and restore with loam and seed, and install an new gravel driveway; with the condition to establish and perpetually maintain a vegetated non-turf buffer seaward of the house; a one to one native tree replacement for any trees removed during construction; and as depicted on the revised site plan prepared by CHA Companies, received on December 1, 2023, and stamped approved on December 1, 2023. Permit to construct and complete project will expire three years from the date the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $50.00 Ve truly your Tenn Goldsmith President, Board of Trustees GG:dd AL AREA = 2.14f ACRES, IS LOCATED IN R-40 ZONE. ORTION OF THIS PROPERTY LIES WITHIN FLOOD ZONES VE (EL.13), AE AND AE (EL.10) AS "SHOWN ON FIRM—FLOOD INSURANCE RATE MAP C COUNTY, NEW YORK COMMUNITY: TOWN OF SOUTHOLD #36013, PANEL 026, MAP SUFFIX: H, MAP NUMBER 36103CO010H REVISED: SEPTEMBER 9. :D REFERENCE— LIBER 12951 PAGE 437 FILED 02/26/2018 TREES REMOVED DURING CONSTRUCTION SHALL BE REPLACED AT A ONE RATIO WITH NATIVE SPECIES. /EGETATED, NON—TURF, BUFFER SHALL BE PROVIDED PURSUANT TO SOUTHOLD TRUSTEES REQUIREMENTS. LE DAB D BY: RICHARD STROUSE, P.E.L.S. 3/03/2007 TOPSOIL a SANDY SUBSOIL POORLY GRADED SAND (SW) MOIST SAND AT 15' R ENCOUNTERED SEASONAL HIGH GROUNDWATER ELEV.=t4 No. Submittal/Revision App'd By Date LUEND PROPERTY LINE 1 NYSDEC COMMENTS PMP' 03/10/2023 ABUTTERS LINE -- — 105 EDGE OF PAVEMENT 2 SCDHS COMME NTS !PMP 06/05/2023 EDGE OF GRAVEL ------------------- EXISTING CONTOUR ———XXX——— STONE WALL 3 SCDHS COMMENTS PMP 08/04/2023 RETAINING WALL LIMITS OF INLAND WETLANDS WF 4 NYSDEC COMMENTS PMP 10/05/2023 FENCE TREE LINE r ° OVERHEAD WIRES NOW OR FORMERLY NI __ .............. UTILITY POLE BOUNDARY POINT p DRILL HOLE DH O IRON MONUMENT O CONNECTICUT HIGHWAY DEPARTMENT MONUMENT(CHD) IRON PIPE IP SITE PLAN IRON ROD IR RAIL ROAD SPIKE RRSPK WELL WATER VALVE Wv Designed By: Drawn By: Checked By: � 8 PMP PMP a Issue Date: Project No: Scale: " — " ° 02/21/2023 078019 1"=20' ' Drawing No.: 20_' 10 0 20 v GRAPHIC SCALE IN FEET SHEET 1 Glenn Goldsmith, President � Town Hall Annex54375 Route 25 A. Nicholas.Krupski,Vice President P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz.Gilloolyg Telephone(631) 765-1892 Elizabeth Peeples Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 72 HOURS PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE Pre-construction, hay bale line/silt boom/silt curtain 1st day of construction '/2 constructed When project complete, call for compliance inspection; IMAM C C002 C= A zo 0 C=l z 0 C* o M C= romm �'I' AWWMP w� i w 10 w NNIIII ��� fQ Z uuwmmfl� qpw =WA c Jac 0 m , _' am 4xw stir •�a 0 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY(0)Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov .g J LETTER OF INO JURISDICTION TIDAL WETLANDS ACT November 30, 2023 Bradford R. Burnham 40 Fifth Ave, Apt 12E New York, NY 10011 Re: Application# 1-4738-04262/00002 Facility: 2680 Peninsula Rd, Fishers Island SCTM# 1000-10-4-13.10 Dear Applicant, Based on the information you have submitted, the Department of Environmental Conservation has determined that the above referenced property landward of the line labeled "Jurisdictional Boundary as Determined by NYSDEC 11/30/23" (elevations 12' to 15'), as shown on the survey prepared by Craig P. Bigger, last revised 10/5/2023, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661), no permit is required to conduct regulated activities landward of the jurisdictional boundary. Be advised, 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 precautions are taken to prevent any sedimentation or disturbance within Article 25 Jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e., a 15' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. 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. Also note, there is no fee for jurisdictional determinations. Your check (# 8853) in the amount of$300 has been voided. Sincerely, Sherri L. Aicher Regional Permit Administrator CC: JMO Environmental Consulting, BMHP, File NEW Department of YOUK TqEnvironmental Conservation ............... He .01 3A0O 531ElW0 . .... fg a F-0 A. Ld W Avg gag M .......... ............ all "T ZZ: q, hill 10, ii,,gl,qVi A"! �lfp 71 IN I p w Z z R_ W1 i�a M 11 15 b R fft2., gil l Xi e. b45g IT wAg fr ip—, s F. 0 1 Fishers House Island House 2690 Peninsula Road Fishers Island, NY 06390 ARCHITECT: - -- -.-- _- -SHORELINE---, Murphy Burnham& Buttricks Architects __ 48 West 37th Street. 14th Floor 11'UNE PROPER --- __ New York NY 10018 Telephone 212.768.7676 www.mbbarch.com ' - STRUCTURAL ENGINEER: Silm - an _ ! 32 Old Slip, 10th Floor _ New York, NY 10005 _ Telephone 212.620.7970 www.silman.com ! MEP ENGINEER: ! DI= RIVE ENGINEERS - ' Derive Enginners -_ 665 Broadway Suite 701 1 New York, NY 10012 i ` + Telephone 646.866.6933 + www.deriveengineers.com 1 ,r + f , i - 1 r + ' _ _ _ BLUFF SETBACKI ! CIVIL ENGINEER: AIR CHA - E 400 Capital Boulevard, Suite 301 ;. - 1 + 1 + Rocky Hill, CT 06067 I EXISTING SIDENDE Telephone 860.855.1055 HOUSE TO BE a1S11NGRE r 1 ' I www.chacompanies.com �DZOLISHED rr 1 + ---- 1 ---------------------------- 1 ----------------- _ 1 1 _ 1 i 1 1 , 1 1 0 \ 1 EXISTING I; 1 1 1500 GAL. f 1 SEPTIC TANK � TO REMAI N 1 1 , - o 1 r 1 1 I - 1 1 1 , 1 I � 1 1 1 1 1 1 1 1 I 1 ; - EXISTING — -•'_ .. , _ J I GRAVEL 1 j --- -------- - � DRIVE -------------- ` 1 1 EXISTING SHED \ + TO BE DEMOLISHED \ % 1 \ I i 1 ..- --- / -----------_-- -----..-- ----„-•- --• - - - -- _ - -- -- - /-�/ _ -- - -- -- -----_ --_ - ..� li 1 1 1 1 1 No. Date Issue \ 1 h 1 04.14.2023 Building Department - , 9 p Submittal 01 EXISTING SITE PLAN SCALE: 1"=20'-0" 9 Existing Site Plan Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 ARCHITECT: --- ---. -___SHORE LINE MV 0 1 + _ Murphy Burnham&Buttricks Architects ! + PROPERTY 48 West 37th Street. 14th Floor 1 LINE New York NY 10018 Telephone 212.768.7676 ' "+"----- -------------"----_ www.mbbarch.com • --_- - STRUCTURAL ENGINEER: S11malLA J 1 •+-_� Silman 32 Old Slip, 10th Floor - I New York, NY 10005 Telephone 212.620.7970 www.silman.com J -�/ - - MEP ENGINEER: �---� DERIVE i ENGINEERS ------- I Derive Enginners 665 Broadway Suite 701, New York, NY 10012 _- Telephone 646.866.6933 1 /' r 1 \ I VA".deriveengineers.com rj _ CIVIL ENGINEER: BLUFFS BAC Q. Q J. Win CHA 400 Capital Boulevard, Suite 301 \ _ - J = W iu 1 ' Rocky Hill, CT 06067 Telephone 860.855.1055 s.com I I) www.chacompanies.com --a - i SET BACK LINE i _ l JI I 1 —__--- i i i r I o 1 3cs � rn — � 1 EX►STING 1 1500 GAL, SEPTIC TANK TAX LOT 10 413.10 1 1 1 1 ------ soft ' 4WD am + . 1 ! _ PROPOSED ... J , 1 1 - 1 , _-----+ GAME 1 1 o � � % _ � \ 1 1 1 I 1 1 1 1 No. Date Issue 1 1 04.14.2023 Building Department - I Submittal 01 SITE PLAN SCALE: 1"=20'-0" FISHERS ISLAND KEY PLAN ZONING INFORMATION REQUIREMENT PROPOSED ADDRESSPENINSULA D Arm=- 2680 ENINSU LA ROAD, FISHERS ISLAND FRONT YARD SETBACK 50 FT CONFORMS, REFER TO SITE PLAN TAX LOT NUMBER 10-4-13. 10 SIDE YARD SETBACK 15 FT, 35 FT COMBINED CONFORMS, REFER TO SITE PLAN ZONING DISTRICT R-40 REAR YARD SETBACK 50 FT CONFORMS, REFER TO SITE PLAN PROJECT LOT AREA 2. 13 AC MINIMUM FLOOR AREA 850 SF 6436 SF SITE CEHA 0.35 AC MAXIMUM LOT COVERAGE 20% 0.2x(1 .78x43,360 SF) = 15,507 SF WHICH IS MORE BUILDABLE LAND 11 .78 AC THAN 8,708 (BUILDING AREA) / ACTUAL LOT COVERAGE = 81708 S F/ 77,337 SF x 100%= 11 .2 % MAXIMUM BUILDING HEIGHT 35 FT VARIES, MAX. 25'-3" FAr MAXIMUM STORIES 2 1/2 2 MINIMUM PARKING 2 SPACES 3 SPACES 2 1 A-200 3 A-302 A,-302 Fishers Island House 2 3 4 5 6 7 8 9 10 2680 Peninsula Road 11'-61/2" 10'-71/4" 10'-0" 10'-011 13'-0" 9'-0" 25'-61/2" 7'-911 10,-11" 6'-93/4" 14'-9" Fishers Island, NY 06390 100'-3 3/4" 41'-91/2" ARCHITECT: BID I I I I 11 ;it Ln' Murphy Burnham&Buttricks Architects 8" 40'-51/2" 811 48 West 37th Street. 14th Floor New York, NY 10018 Telephone 212.768.7676 www.mbbarch.com �- ------- 0- I EX3 ----- - - - - - - - - - - - - - - - - - - � - � - - - - - - - - - - - - - -I - - _ - - - - - - - - � , - - - - - - - - -I - - - � STRUCTURAL ENGINEER: I „ 11 „ " 41 -212 I 12 6 24 -5 11 -1 9-43/4 20-11 1- �- 10 9 9 3/4 19 11 3/4 _ I _ _ _ - Silman I I - - 40'- 1/2" 11'-7° M 106a OUTDOOR N -O N 11oB co 32 01d Slip, 10th Floor A 0 - HOwER 108A , I I New York NY 10005 I ' DINING I T I i 106 I T T q Telephone 212.620.7970 - 105 POWDER RM 107a 107b 107cco 102 _ O O M - ,09b - - I o N I O PRIMARY WWW.silman.com I - �- ---= -- - - - �I �, , " 81/2" 1_ 81/2" 00 DRESSING I BEDRM 8 9 20 0 � 3 0 3 3 (IDO `c I I 109 O -- I PRIMARY BATH I o I I o 109a I m j 110 MEP ENGINEER: = - - - - - - 108 €� o T -8 Pf-- RIVE I , f EX4 _ M I--- o 2'-4 3/4" I T N z ENGINEERS r T I 4'-011 T-7 3/4" 6'-2 3/4" o I 3' 81/2" I - __ - - - _--- N Derive En inners 0--�- - 9 r - -- -- 103 (- -1 I -- -- I 10 off --- I 665 Broadway Suite 701 LIVING r o I Q EQ EQ ~ F I = I IN2 [ 3'-1034" I !, j to5B 'I L-- _ - _-_ / T New York NY 10012 ' Telephone 646.866.6933 1� www.deriveengineers.com 3 I -1 T_-� _ O._-- 0--- r 102a cO o I zv Pr `o BID A-200 I r' I I 11 I --- -------------- 3 .7 zv 4'4 M------- -- ---------------- --- I . T I 107 ` I N C'j CIVIL ENGINEER: 4 0 5N8713/4" rn 21.0„ I I 6' 9 3/4° IN2 I 19' 11 3/4" Iff IN7 I 61/2 N I EX3 �107A 108a I I N _ 110a IN5 0 110C I ------- I 101 b �. - B I 105a I M '- - - ---- - I O I �26'-91/2" CHA - - - - - - - - - - - - - -- - - - i - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - r g 400 CapitalBoulevard, Suite301 -------- ---------- - T Rocky Hill, CT 06067 I I '- 9 -03/4" t- 121-311 18'-61/411 12'-0 1/2" 5'-51/2" 4'-6" 111"I 20'-0" 4'-5,V4"/ 15'-31/�" 2'-10" -91/2" i4'-103/4 3'-412" 110D 10'-03/4° Telephone860.855.1055 10'-0" 12'-21/4" � o �- IN2 0 www.chacompanies.com ENTRY i t i � 4, 11. --�I------- I IN2 101a i I i I STAIR;ALL , �T�N _ yI " ---( 21 1-5" O I „ 1 1 „ 3 -4 1/4 1 1 I 1 „ 1 „ EX3 V 2'- 1 3/4 - - �J 3-41/4 3'-41/4' 3-41/4 3'-41/4 6-8 2• ENTRY T BELOW t 1 t A o 0 T 00 2'-6" KITCHEN I I ----- - 101 -1 I I r 104 I I _______ _______ I ao b I M 0 IN3 a. o I ©I 103b IN2 103a 101a I 16R @ v I� 0'-6 7/81'ON c /2"I I I I A-301 I I I I , _ 4 8'-51/2" b ..O" 11 6'-g" c� ' 6" I �* 9'-'0" 3'-6" 9'-10" 6'-41/2" -91/211 14 -81 4" I 4'-53/4" 1 -6 1 i 21-113/411 6-5 6 8 P5 -11/2 61-8" 2'-511 23'-21/411 ` o, N IN2 4 6 0 0 5'- 1 2" i w 1 w_ 104B 104A 1016 101A - w EX3 I I j CORRIDOR 7 5 01/2 o j IN5 A w 1 113A Q, rq 112 „ „ rn 1 113a LAUNDRY x 1 O R5@ `112A 2.10" 2 113 w EX4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - DN - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - w 1 D \ , IN2 114a IN2 az K-IN 23'-4" 42'-4 3/4" 25'-10112" \ \ 0'R6@ON 114� y 1 116A j 2 A-301 a 115a IN2 a BEDRM 2 EX3 1 .-� 116 IN3 A 2314x 1 g , SOUTH LIVING 4 3 ROOM l=/ `1 ,,` ,1 2 511 � 1 A-201 LIGHT&AIR CALCULATIONS FIRST FLOOR Q / / , ' / \Qs `\ 111-5 �A-200 BATH 2 U= \1 117 \ RM.NO, ROOM NAME RK AREA LIGHT REQ. LIGHT PROVIDED AIR REQ. AIR PROVIDED �: \ 11 N o\\ \\\ 117a ` 117A ' `' ' \ ` IN2 s \ \ O IN3 \ 104 KITCHEN 236.5 SF 23,7 SF 47,8 SF 11,8 SF 47.8 SF 1 ,.. 103+105 LIVING+DINING 900.7 SF 390,5 SF+510.2 S 90.1 SF 540.8 SF 45 SF 218.4 SF 1 G 110 PRIMARY BEDROOM 3822 SF 38.2 SF 352,4 SF 19.1 SF 125,5 SF 115 SOUTH LIVING ROOM 278.3 SF 27.8 SF 116.3 SF 13.9 SF 58.8 SF 115A 116 BEDROOM 2 241.2 SF 24.1 SF 71.5 SF 12.1 SF 22.3 SF 119 BEDROOM 3 331.6 SF 33.2 SF 198.6 SF 16.6 SF 53.2 SF `-' _ Co. 11 '' BATH 3 \ AV-0" 118 IN3 �z\II \ 118a 8�.8314" / o IX4 2 - \ 115b IN .1 No. Date Issue / 4 04.14.2023 Building Department \ 4. Q w EX3 11\ _ °P j ` 119A o Submittal Q OUTDOOR H \ 120 \\ 1 w \ A BEDRM 3 o, 120a,� \ \ 119 f ( N 1 2.11314x C w , 119C a \ 31 .311A 119B 3- 1 1 EX3 5�_211Ax 2 " o �' ® � G•ELI ✓� Ale AN.-I a / 21P @ 0 5 1' 11x 18-0" 1 16-0 i \ 4,, 31Ax a G, •� 1 FIRST FLOOR PLAN 8.1 SCALE; 114"= 1'-0" 6112! ` \ rn 1 o, \ 1 1 \ 6.1 �2� 5.1 1 A-302 2 1 3 A-302 A-200 A-302 Fishers Island House 2680 Peninsula Road 0' 0 1 2 3 4 5 6 7 8 9 10 Fishers Island, NY 06390 ARCHITECT: I I I I I I I I I I IMV 5 3 I Murphy Burnham& Buttricks Architects 48 West 37th Street. 14th Floor New York, NY 10018 I Telephone 212.768.7676 www.mbbarch.com I I I I I I I I I I f I I I EMERGENCY SCUPPER I I STRUCTURAL ENGINEER: I Iri i1man 1 --- ----- - - - - - - - - - I i-i—\- - - - -i—i - - I-----------ri ------ --- ri �r - --i - ---=-- --- --rI---- - ------ -- - -- ijji 1I11 - I- - - - - - - - - - - - - - - - - - - - - -4— - - -- -- -yIII IIIl - II- -- -- -- -- III IIII - -- -- -- -- - hI1I-I1I— -o—- - -- --tIII rIII -- -- ------ ------------- �---- ----- ------------------ ---------- -f -f � _-_—--tI1I = _=-=- =-==—=- _—=---rI1I_I1I-=-=—=---=-=—_ - -- - 32 il mOald n Slip, 10thFl oor New York, NY 10005 ------ _ ------ -------- - Telephone 212.620.797 0- ------------- - - - — - - - - —I- --- -- -- WWW.sllman.com I I I I I I I I I I I I I I I I II �. III Il II II � II II II III I I I I I I I I I I I I I I I I II � III II II II II II I I I I I I I I I I I I I I I I \ I I I f I I I I II I I 11 II I II II I � I II II III I I I I I ------------- IIIIII IIIIII --tI -T---_- - III�III ------I------- IIIFIII - ----------- I1I L - - - - - - - - - ----- II III I MEP E NGINEER: L----- J L-------- L-------------J L't-- J L--------- -1 L------------- -- --J L- === all 0 DERIVE------ ------- GUTTER I ^ i s i i i i i I I I III I I 1/4" 1'-0' I I I I I 1/4"/1'-�" I I 1/4 /1-0 I,I 1I 11 11 I , ENGINEERS t \1L IIIIII O ��, III�III dI1IjIIiIII 1IIlII'II lIfIIiIFIII- IIIIIIIIIi IIIIIIIIiI �iIIIII �IIIIuIIIIIi IIIIIIIiI� -�IIIuIIIIIi�iIIIIIIII III1I1IIIiI II1III - IIII IIIIII1iII �1IIIII Der/iv e '�E ng--i�nn ers ------------- d ------------ ------- r _ _ _ _ _ _ _ _ _ � 665 Broadway Su ite 7 01 New York, NY 10012 EP-001 ' L__--------------J L------- -___J L--------- ------------- IL__________ _ J ----------J L______-----__ I Telephone 646.866.6933 www.deriveengineers.co m ------------ r-------- --------- _--J ------------ ---------- --_------- --------_-_--� O 3 -------- ----- ------- - ----------- � CIVIL ENGINEER: 1/4 / 0 1/4"/1'-011 1/4" of JI I L-------- J 1 UL _ ___ __J L---------- - J L- ------- ---J L----------- r-------- --- ---- -------- ---------- ------------- CHA---- -------- L- --- --JL --------- - - --J - -_ _-_-- ___---_____________� 400Capital Boulevard, Su it e301_- - - - - - - - - - - - - - - - - - - IL Rocky Hill, CT06067 I - - - - - - - 4 - - T- - - - I -7I - - - -I II - - - -I- _ O I 1 1 11 I Telephone 860.855.1055 i www.chacompanies.com ------- JI L------------ L ---------J L---------- ----JI L------------- 1 II III II III I i1I ro 1lI iI III I 1II II---i -IIIII rIIII ---- -----I --�III -------------�---- ---------ir- ------ -- 6i-------- r�------------i ---------- III�III II ZrrII co II l a I 111E M IjI-- IL IZ -------J L-------- L-------------J L ---- - -JL --- I J L-------------J L-------------J ------- -----�I 1 II I I I I------------------- ------------------------- ------------- - ---------------------------------- ------------------- I I 1 I I I I 7 1 1 s I I I i I m i r I I I I I I I 1 1 r r 1 ' r r r r r r r r r r r r r EMERGENCY SCUPPER j 1 / DD -- DOWNSPOUT ON WALL) 1 i 1 GUTTER ` / 1 2 / A-301 i ' 1 ' / 1 1 / 1 1 b O i 1 / / 1 3 , / \ 4 1 A-200 / 1 /MINIMUM TAPERED INSULATION IN THIS / AREA TO BE 5'90 ALLOW FOR EMERGENCY SCUPPER ONTO ADJACENT — - ROOF) EMERGENCY SCUPPER 2 A-201 1 1 O 1 No. Date Issue 1 04.14.2023 Building Department 1 SECONDARY ROOF DRAIN Submittal 1 � 1 0 1 1 1 1 ` 11 1 1 1 � / ` ` O 1 � / ' V®, / � C 1 / ��- / 1 1AFtROOF PLAN � 1 " 1 81 1 Roof Plan 1 1 6.1 A201 1 5.1 A-302 Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 ARCHITECT: 1,1 2.1 _ _ _ T.O.CROWN _ T.O.CROWN 27 -6 - 27-6" MEB 23'-5" Murphy Burnham&Buttricks Architects 44 I I 48 West 37th Street. 14th Floor 6-o" 11'-5" 6'-o° New York, NY 10018 _ T.O. GARAGE PARAPET WALLS _ T.0_GARAGE PARAPET WALLS Telephone 212.768.7676 f I I 24'-0" 24'-0" www.mbbarch.com 1 G1 CLOSET STRUCTURAL ENGINEER: 002 I G1 G2 G3 m o co IPq bilman Fri Silman 221-011 32 Old Slip, 10th Floor I New York, NY 10005 \- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- __� I M"x20'-0" Telephone 212.620.7970 www.silman.com I I I � I l i G3 MEP ENGINEER: L1I= RIVE i I I o _ _ FLOOR _ - IENGINEERS FLOOR 11'-oil I I Derive En9 nners I 665 Broadway Suite 701 I I New York, NY 10012 °' ' I I i Telephone 646.866.6933 --— - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - -- I www.deriveengineers.com j I GARAGE N I 001 I CIVIL ENGINEER: I 4,I GARAGE o,EAST ELEVATION G2 CHA \ GARAGE NORTH ELEVATION 400 Capital Boulevard, Suite 301 3o SCALE: 1/4" = 1'-0" Rocky Hill, CT 06067 ' ` I Telephone 860.855.1055 www.chacompanies.com - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - -� II io I - - - - - - - -- - - - - - - - - - - - - - - C1 N _ 22'-0" T.O._ _ _ _ CROWN e, _ _ — _ — _ _ T.0.CROWN__ w Y_ 81/2" 81/2 27-6- 2T 6" T.O.- GARAGE PARAPET WALLS_ , _ — _ T.O.GARAGE PARAPET WALLS J� GARAGE PLAN 24'-0"7 - 24'-0"Y -0" 2.1 1.1 _ FLOOR* — _ FL000�_ I 11'-0 - — - 11'-0"Y- I I I - - - - - - °- - - - -�- - - � - - --° - - - - - Al I I � I I - - - - - - - - - -- - -- - - - - - - - - - - 61 5 GARAGE1 0,S 6GARAGEOUTH ELEVATIONSCALE. 1/4 WEST ELEVATION SCALE: 1/4 = 1=0 ° b I I I I II I I I I T.O.CROWN 27 6 FT- .66 °I q _ _ — _ — _ T.O.GARAGE PARAPET WALLS 24 -OilY t I I I _ _ — _ - - I _ — _ GARAGE 210LG. N0. Date Issue I I I I o I 131 N 04.14.2023 Building Department I I I I Submittal I I I I 0 I b I c I - - - - --o - - - - - - - - -�- - - � - - - - C1 I I I I I I I _ _ - - _ _ _ FLOOR, I I I 2 GARAGE ROOF �ai D, �; E-W GARAGE SECTION 7 L.. SCALE: 1/4" = 1'-0" A� l 03 Garage Plans & Section & Elevations 2 1 3 A-302 A-too A-302 Fishers Island House 2680 Peninsula Road 0' 0 1 2 3 4 5 6 7 8 9 10 Fishers Island, NY 06390 ARCHITECT: I I I I I I I I I I I Im-v- 13 1 I I I I I I I Murphy Burnham& Buttricks Architects 48 West 37th Street. 14th Floor New York, NY 10018 Telephone 212.768.7676 www.mbbarch.com I I I I I I I I I I I I STRUCTURAL ENGINEER: PS11man I I I I I Silman I I I I I I I I I I - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 32 Id Iip, lOthFloor q — � - - - - - - - - - - - � - - - -- - - - - � - - - - - - - - - — — � STAG - � - %; - - - - - - - - �- - - - - - - � - - - - - - - - - - - - - I I I I I I I I I I New York, NY 10005 8'-1 1/2 A Telephone 212.620.7970 --1 F8 F1D www.silman.com I I I I I MECH I [ --I F8 --� F8 I F8 7 F8 I F8 F8 F8 11004 F1C I MEP ENGINEER: ® I ® I ® ® I DERIVE F1D F1D F1D I F1D F1D ENGINEERS I I I 1 I I I I I I I I 1 I I I C00� I Derive Enginners BATHROOM 665 Broadway Suite 701 I ' ® F1C ' I I New York, NY 10012 F8 10'-o° I Telephone 646.866.6933 , www.deriveengineers.com 3 STORAGE A-200 I [ F8 I -1 F8 I f F8 I I — IF I 055 , F2 , F1D F1D I F1D I F1D F1D CIVIL ENGINEER: 11'-01/4° ® ® ® ( ® ® q I I I I I ! I F 1 D STOP GE I F8 F8 CHA 9 41/a 400 Capital Boulevard, Suite 301 - - - - - - - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -p - - - — - - - - - - - - - - - - — - - - - Rocky Hill, CT 06067 MECH F1D F1D ; ; Telephone 860.855.1055 F1D 003 F F8 I I I I www.chacompanies.com I I ® STAIR HALL I ® I I I I 41/4") 001 O5M/ I I CMD i I [ --I F8 F8 F8 F8 F8 - - — 00 I_-------------- I 4 � -� F8 I I i A-201 1 I I I ® I SLOPE , t I A-301 F1D I I 1 I I I I I I I I - — - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - I - C - - - -C-. - - - - -r - - - - - - - -�- - � - - - - - - - - - - - �- - - - I I I I I I I 1 � 1 F9 - / D - 1 / / F9 2 A-301 / 1 / 1 1 1 F9 GARAGE 'A-200 F 009 1 / - 1 � G � � 11 1 CEILING MATERIALS LEGEND F9, 1 F7 1 WOOD LAP BOARD CEILING 1 / - � 1 1 F9 GWB CEILING 1 61-31I A-201 LIGHTING FIXTURE LEGEND 3"SQUARE FLANGELESS RECESSED ` ' / Fi D 0 , No. Date Issue ` , F1 D 1 ® F1A LED DOWNOLIGHT(WOOD SOFFIT) Q F12 EXTERIORWALLMOUNTEDLEDfIXTURE Fi D VESTIBULE O4.-I4.2023 Buildingp De artment <® F1 B 3"SQUARE FLANGELESS RECESSED F13 EXTERIOR RECESSED LED FIXTURE / ® 1 LED WALL WASH 010 Submittal s-411a 1 11 1 CIVIMD / GUEST BEDRM 3 OsM SQUARE FLANGELESS RECESSED 1 011 ® Ft C LED WALL WASH(WET LOCATION) 4 F14 EXTERIOR WALL MOUNTED LED FIXTURE �"D ® F1 B 3"SQUARE FLANGELESS RECESSED F24 �-71/2'-- F20 SURFACE MOUNTED LINEAR LED ` ` LED WALL WASH(GWB SOFFIT) F25 ` F1 D F4 VANITY LIGHT FIXTURE F22 DECORATIVE INCANDESCENT , F1 D - - F7 LINEAR UNDER CABINET LED F23 DECORATIVE INCANDESCENT �1 , GUEST BATH - � 012 7 -10" F24 WALLSCONCE ly 11 � F24 1 F8 LINEAR CEILING MOUNTED LED F25 WALL SCONCE(WET LOCATION) `� 1 F1C - / 1 J i F1D / F9 RECESSED LINEAR LED 1 � / RCP LEGEND ?les3 / 1 tas N sP SP CEILING MOUNTED SPEAKER 11 / 1 i - 1 sM/ SM/CMD SMOKE/CM DETECTOR 1 CMD GARDEN LEVEL RCP 1 8.1 SCALE: 1/4"=1'-0" 1 A� l 11 Garden Level RCP 6.1 1 5.1 A-302 2 1 3 A-302 A-200 A-302 Fishers Island House 2680 Peninsula Road 0' 0 1 2 3 4 5 6 7 8 9 10 Fishers Island, NY 06390 ARCHITECT: FOJ Murphy Burnham&Buttricks Architects 48 West 37th Street. 14th Floor I I I I I New York, NY 10018 I I I Telephone 212.768.7676 I I I I I I I I I I I I www.mbbarch.com OUTDOOR I I STRUCTURAL ENGINEER: I I SHOWER I 1os Iman I I -I - - I - - - - - - - - — - — - — - } - - — - - — - — - — - - — - — - — - — - — - ° - o- -o- - °. a._. .. - - — - - --I } - - - - A Silman _ _ _ — _ _ — _ — _ 32 Old Slip, 10th Floor _ - - _ - - - - -_, _®- - --o- o® - — __ -- - - - - - - -- � _ _ - - - _ - _ _ _ I- - - - - - - _ - - - - - -- - -- --- - - --® - w York, NY Telephone 212 620 7970 elepho 005 A n F1A - ---- i - - - I - F1A - - F1A - F1A - _. RM - -------` --- - - - ---- - - - I ------ --- www.sllman.com - -- _ _ i 109 --- - - I - - DINING -- I_ --- - - -- +----- --- -- - - ---- POWDER102 +- - ----- - - -- I 10'-0" I j - - - ---- - - 105 - - - -- - ------ - - - - PORCH MEP ENGINEER: - - - - - - --- - .- - - -- --- - - --- 107 ® F1 D F1 D ® F1 D ® F1 D -0" -- F13 - -- - ---- - - - I - - - - i - - - -- - -- -- 10 0" I ® FiD I - - - - - -- - ---- -- --- I DERIVE - --- _ _-- - -- O _ --- i F12 F1C PRIM'R�YBAT�I � ENGINEERS _ -- _= I O F22 O I I I I - -- -- - __ - -- -^ - - -- - --- - --- 1 Derive Enginners - - ---- ------ - i sP sP 1 - - 665 Broadway Suite 701 I I -- - - -- - j -_ --_ - -- - -- -- -�- ---� -- _ ^---- ------�-- _-- I I I I I I ® F1D I I I I 4 EP-00 New York, NY 10012 -- --- --- - -- ---- --- F1A _ - I - Telephone 646.866.6933 - -- --_F1A --- --- + -- - - I I F1A F1D I i www.deriveengineers.com I I - - - --- -® -- - - - - ... . I I F12 F4 3 - - - - -- I _ - + i ® F1A -- - - - --- I I _ . 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PARAPET WALL _ — 36'- Murphy Burnham&Buttricks Architects Y 21/2" 48 West 37th Street. 14th Floor New York, NY 10018 B.O.FIRST FL.CLG. Telephone 212.768.7676 33-61/2" www.mbbarch.com STRUCTURAL ENGINEER: At I / o -------- Iman rn S1 —� / / O O / / Silman 32 Old Slip, 10th Floor / New York, NY 10005 Telephone 212.620.7970 / www.silman.com FIRST FIN. FL. _ _ 23-61/2" MEP ENGINEER: [DERIVE C11 > 105A ENGINEERS Derive Enginners 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 www.deriveengineers.com CIVIL ENGINEER: 1 NORTHELEVATION CHA 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 Telephone 860.855.1055 11J www.chacompanies.com 1 I� m 7— T.O. PARAPET WALL_ — _ 36'-2 1/2" - — -2PARAPET WALL - - 36' 1/2" T. _PARAPET WALL=SOUTH 4 _ — I 110C 110E 34'-41/2" - - — - _ B.O.FIR T FL.CLG. B.O.FIRST FL.CL 113A 33'-6112" - _ — - B.O.FIRST FL_SOUTH CLG. _ B.O.FIRST FL.-SO H CLG. 31'-61/2" \ 31'-61/2" 1 ! 1 � I 1 � 1 O 1 I � 105a 1 ,1 ° / 1 it FIRST FIN.FL. r�k 1� 1 FIRST FIN;FL. 23 61/2 FIRST FIN. FL.-SOUTH _ 1058 21'-61/2" - — �_GARDEN LEVEL LOWER CLG_ 19'-71/2" / 1 i 1 / 1 GARDEN FIN FL=WEST 13-6" rL GARDEN FIN FL I — 111A 008A 2 EAST ELEVATION 3WESTSCALE; 1/4" ELEVATION = 1'-0" SCALE: 114" = V-0" I LL, Z __jY m T.O. PARAPET WALL 36'-21/2" - — I T.O.PARAPET WALL-SOUTH 34'-41/2" - — - — B.O.FIRST FL.CL . 33'-61/2" 119A 117A 116A 113A B.O.FIRST FL.-SO TH CLG. , No. Date Issue 04.14.2023 Building Department Submittal FIRST FIN,FL. 23-61/2" - - - - - - FIRST FIN.FL.-SOUTH— _ — 21'-61/2" _ _ — GARDEN LEVEL LOWER CLG_ — 19'-71/2" - — GARDEN FIN FL-117-1 O011A 009A OOSA �.� tal4 ��}�� O O O � � A�200 4 EAST ELEVATION - SOUTH WING Exterior Elevations SCALE: 1/4'=V-0" Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 T.O.PARAPET WALL _ — ARCHITECT: -1�7 36'- rol 21/2" Mv T.O.PARAPET WALL-SOUTH E LZ55 Murphy Burnham&Buttricks Architects rL B.O.FIRST FL.CLG.33-61/2" 48 West 37th Street. 14th Floor --- — 119E New York, NY 10018 13.0,FIRST FL.-SOUTH CLG, Telephone 212.768.7676 31'-61/2" /, www.mbbarch.com STRUCTURAL ENGINEER: - CROWN em Y—2727'-6" LL E, za iman - - - ° Silman FIRST FIN. FL. 32 Old Slip, 10th Floor 115b\ New York, NY 10005 23'-61/21/2' - - — Telephone 212.620.7970 \ www.silman.com FIRST FIN. FL.-SOUTH 21'-61/2" - - — MEP ENGINEER: DERIVE ENGINEERS Derive Enginners \ 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 r www.deriveengineers.com ° 011b � CIVIL ENGINEER: - - - _GARDEN FIN FL Li I Li � � 0118 CHA 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com 1 SOUTH ELEVATION - SOUTH WING Ah T.O. PARAPET WALL _ 36'- T.O. PARAPET WALL-SOUTH 34'-41/2" B.O. FIRST FL.CLG,_ 33-61/2" B.O.FIRST FL.-SOUTH CLG. 31'-6112" It it FIRST FIN, FL. _ 23- FIRST FIN, FL.=SOUTH_ 21'-61/2" 115A GARDEN LEVEL_LOWER CLG 19, 2WEST ELEVATION - SOUTH WING SCALE: 1/4" = 1'-0" rLT.O. PARAPET WALL _ — C T.O. PARAPET WALL 7' 36'-21/2" 36'--21/2" ' - — 110D rL BA.FIRST FL.CLG_ rL B.O.FIRST FL.CLG_ — 33-61/2" — r\ o. Date Issue 04.14.2023 Building Department I Submittal FIRST FIN,FL. _ _ — FIRST FIN.FL_ _ — _ — 23'-61/2° Y 23'-61/2" 21RSTT FIN.FL.-SOUTH _ — FIRST FIN. FL=SOUTH 104B 104A 1016 101A 21 61/2 GARDEN LEVEL LOWER CLG — 19' \ o GARDEN FIN FL N 3 SOUTH ELEVATION SCALE: 1/4" = 1'-0" 4, SOUTH ELEVATION - PARTIAL SCALE: 1/4"=1'-0" A�201 Exterior Elevations Fishers Island House 2680 Peninsula Road 5.1 6.1 8.1 Fishers Island, NY 06390 ARCHITECT: Imv B 3 I I �— — _ _ - — - _ _ _ _ _ _ _ _ _ _ _ _ _ _ T.0PARAPET WALL Murphy Burnham& Buttricks Architects 36'-21/2" 48 West 37th Street. 14th Floor New York, NY 10018 - - _ _ - --- _ _I _ _ _ _ _ _ - — - — - — - — _ — _ — _ — _ - _ — _ — _ — _ _ _ _ _ - - - - - - - - -T.O. PARAPET WALL_SOUTHJ, Telephone212.768.7676 34'-41/2 Y- www.mbbarch.com -- - - - — - — - — - — - — - — - — - B.O.FIRS1 FL.CLG. ------------- 33-61/2" STRUCTURAL ENGINEER: I - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - B.O,FIRST FL.-SOUTHCLG, 31'-61/2" Iman I I Silman 32 Old Slip, 10th Floor New York, NY 10005 SOUTH WING BEDRM 2 � Telephone 212.620.7970 ROOM I I www.silman.com FIRST FIN. FL. MEP ENGINEER: - -- - - - - — - — - — - — - - - - - - - - - - - - - - - - - - - - 61/2° DERIVE I I I — - — - — - — - — - _ _ _ — _ — _ — _ — _ — _ _ _ — _ FIRST FIN.FL. SOUTH ENGINEERS Derive Enginners I I -- 665 Broadway Suite 701 - — New York, NY 10012 Telephone 646.866.6933 www.deriveengineers.com r I I GARAGE �� �� CIVIL ENGINEER: I �11 v,. I I C HA I I II 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 — - — _ — - — - — _ _ -- _ — _ — _ GARDEN FiN FOL11 Telephone 860 855.1055 I www.chacompanies.com I I I I I , 1 I I I I I � C � 2 E-W BUILDING SECTION THROUGH SOUTH WING SCALE: 1/4" = 1'-0" 0' 0 1 2 3 4 5 6 7 8 9 10 I I I I I I I 2 I I I I I IA 601 SIM, I A 603 I I I I I I I \ I I I I I _ _ _ _ _ _ _ _ _ _ _ _ _ - _� - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - — - — — - — - — - - — - - — - - - - - - - T=O.PARAPET WALL 36'-21/2" L —I- - - SOUTH s� - �_ - - - - - — - - — - - - — - — - — - — - - - - - - - - - - - - - - — - - — I B.O.FIRST FL.CLG. 33- II I I - - -- - _ - - - - - - - _ - - - - - - - - - - - - - B.O.FIRST FL.-SOUTH CLG. \ / I I 31' KITCHEN b LMNG I \ / I ENTRY o I I I STAIR HALL OPEN TO a BEYOND FIRST FIN, FL. 0. ate ssue N D I 23'-61/2" ---------------- 0414 2023 artment FIRST FIN. FL.-SOUTH Building Dep I I �- I- - - - - - - - - - - —I- - -- - - - - --- - - - — - — - — - - - - - - - - - - I- - - - - - - - - - - -I-- - - - - - - - - - - — - — - — - — - — - — - — - — - - - — - — - - -� - - - - - - — - - - - - % ---_- - - - - - - ---�- - - - - - - - - - - - - -� - - - - - 21'=61J2" Submittal II I I I I I I I - - - - - — - - — - - -— - - - -— - -- - — - - - - - - - - - - - - - I- - - — - - - — - — - +- - — - — - — - — - - - - - — - — - - — - — - — - — - - - - - - - - - - - - - - _ _ _ — _ 1 GARDEN LEVEL LOWER CLG I 19'-71J2" I I I I I I r I I I I I I I I STORAGE - 1 STAIR HALL —-i - - - - - — - - — - - - - - - - - - - - - - - - \ - - - - - - - -+ - - - - -+- - - - - - - - + 2 j/ O \ _ _ _ GARDEN FIN FL_WEST 13 6 - - - — - - - - - - - -- - -{- - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - _ — _ � - - - - - - - - -}- - - - - - - - _ GARDEN1FIN FL I I I I I I ! I I I I I it-oil AL E-W BUILDING SECTION THROUGH LIVING ROOM AND STAIRS SCALE: 1/4"=1'-0" AN A�301 Building Sections Fishers Island House C B A A C B A A 2680 Peninsula Road Fishers Island, NY 06390 I I I I I ARCHITECT: 1 1 r0i [8j I A-603 A-602 I 2 I , I I A 601 Murphy Burnham&Buttricks Architects 1 I 48 West 37th Street. 14th Floor T.O.PARAPET WALL I I— T.O.PARAPET WALL New York, NY 10018 - - - - - 36� 21/2" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 36'-21/2„ Telephone212.768.7676 www.mbbarch.com -T ® LJ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ B.O.FIRST FL.CLG. - - - - - - - — - — - — - — - - - - - B.0.FIRSTFL.CLG. 33'-61/2" 33' 61/2" STRUCTURAL ENGINEER: rEr7i S Iman Silman \,,KrrCl JEN DINING I ! 32 Old Slip, 1 Oth Floor b I I I I I I I I New York, NY 10005 ENTRY I b PORCH Telephone 212.620.7970 \ I www.silman.com \ I I MEP ENGINEER: FIRST FIN.FL. FIRST FIN.FL. DERIVE - - - - - - - - - 23 61/2" - - - - - - - - - - - - 23-s1/2° ENGINEERS — I , I _ _ — _ — _ — _ FIRST FIN.FL.-S i I I I - II _ Derive Enginners - _ _ — _ - _ - - - - 21 665 Broadway S uite701 l I New York, NY 10012 I STORAGE I I Telephone 646.866.6933 l i I www.deriveengineers.com ! I I MECH I ! I I I I STORAGE I I I CIVIL ENGINEER: I � - - - - I I - I - - I - - — - — - — - — - - - — GARDEN FIN FL=WEST - — - - — - — - - � - - - II CHA 13'-6" — - l_ - — - — - — - — - — - — - — - -- GARDEN FIN FL=WEST 400 Capital Boulevard, Suite 301 13-6" Rocky Hill, CT 06067 Telephone 860.855.1055 _ _ — _ _ - - - _ — _ - - _ — _ _ — _ — _ _ — _ _ _ GARDEN FIN FL , I www.chacompanies.com 11'-0" J I— _ _ - L _ - _ - _ - _ _ _ - _ - _ - _ - _ - _ - _ _ _ - _ 3 N-S BUILDING SECTION THROUGH ENTRY SCALE: 1/4" 1'-0" 2 N-S BUILDING SECTION THROUGH KITCHEN = SCALE: 114"= 1'-0" J I TH G F E D C B A' A I I I I I I I I I I I I I I I I I I I I I I I I As T.O, PARAPET WALL-SOUTH I I � I I I I - — - — - — - — - - -- - - - - - - - - - - - - — - - - - - - - — - — - — - — - - — - — - - — - - - — - — - - - - - — - — - — - - - — - — - — - — - — - — - - — - --- - - - - B.O.FIRST FL.CLG, 33'-61/2" - — - - - — - — - — - — - - — - - — - - - - - - - - - — I - - - I - - - - - — - I - - - — - — - — - I - - - - I -- - - I - - - - - - - - - - B.O.FIRST FL.-SOU_T- - - _ - - - - - _ — _ -- — - - - O C O o r I PRIMARY WALK-IN STAIR HALL , BATH CLOSET C ID b <- � o co BEDRM I b I I SOUTH I b , MING I No. Date Issue ROOM I I \ / \ / I I I , ' I I I FIRST FIN,FL. _ - - - - - - - - - - - - - - - ------ - 23'-s 1/2FIN - - — - _ T _ - T - _ _ _ — _ _ 04.14.2023 Building Department I I Submittal - - — - — - — - — - - -- - I - - - - - - - - - - - - - - -_ - - - - - --- - - - - - - - - - - - - FIRST FIN.FL.-SOUTHJF-" I I 21 - 1 2 - I I I � sl � I \ N GARAGE / \ GUEST c GUEST I I STAIR HALLb I ?' CELLAR r I I BATH T BEDRM I 1 I f _ GARRDEN FIN FL - - - - - - - - - - - - 11 "- - — - - - - - - - - -- - - — -- - 1 � -� N-S BUILDING SECTION THROUGH PRIMARY BATH AND SOUTH WING SCALE: 1/4"= 1'-0" A 0 2 Building Sections Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 ARCHITECT: MV P5 O METAL WALL FLASHING A Murphy Burnham&Buttricks Architects 48 West 37th Street. 14th Floor METAL WALL FLASHING ROOFING MEMBRANE SECUREMENT I New York, NY 10018 Telephone 212.768.7676 T.O.PARAPET WALL 1/2"PLYWOOD SHEATHING www.mbbarch.com 36.21/2' T.O.PARAPET WALL MIN.1" TAPERED XPS INSULATION(MIN.R-5) 36.21I2 1/2"PLYWOOD SHEATHING ROOFING MEMBRANE SECUREMENT MOISTURE BARRIER STRUCTURAL ENGINEER: 3/4"EXTERIOR GRADE PLYWOOD 112'PLYWOOD SHEATHING 01 1 1/2"ZIP SYSTEM INSULATED R-SHEATHING PANEL(R-6.6) STEEL DECK(PER STRUCTURAL DRAWINGS) 11/2"ZIP SYSTEM INSULATED R-SHEATHING PANEL(R-6,6) ri 2'X 6'FRAMED PARAPET WALL - _ VERTICAL FURRING STRIPS/NR VENTILATION VERTICAL FURRING STRIPS/AIR VENTILATION - 3/4'HORIZONTAL WOOD SIDING Silman 314"HORIZONTAL WOOD SIDING 5/8'EXTERIOR GRADE PLYWOOD 32 Old Slip, 10th Floor METAL FLASHING NnTH DRIP EDGE MOISTURE BARRIER STEEL BEAM(PER STRUCTURAL DRAWINGS) New York, NY 10005 Telephone 212.620.7970 METAL GUTTER STEEL BEAM(PER STRUCTURAL DRAWINGS) METAL FLASHING NfITH DRIP EDGE 5/8,EXTERIOR GRADE PLYWOOD _ _ _ _ _ _ _ _ _ ROOFING MEMBRANE SECUREMENT www.silman.com ROOFING MEMBRANE SECUREMENT - _ _ _ — - _ — _ _ _ _ _ ROOFING MEMBRANE 3/4'EXTERIOR GRADE PLYWOOD MEP ENGINEER: — ROOFING MEMBRANEI METAL FLASHING WITH DRIP EDGE 3/4"EXTERIOR GRADE PLYWOOD ROOFING MEMBRANE ( I -- METAL GUTTER DERIVE �— if 3/4"EXTERIOR GRADE PLYWOOD I APPROVED TYPE HANGER,CLIP AND FASTENER ENGINEERS STEEL BEAM(PER STRUCTURAL DRAWINGS) CROSS TEE - _ _ METAL FLASHING WITH DRIP EDGE Derive Enginners 5 Broadway Suite xx A 66 701 „ I Y 3/4 MARINE GRADE PLYWOOD � — _ � New York,7:� A I _77 _x NY 10012 Telephone 646.866.6933 Jill B4O,FIRST FLOOR CLG. J,_ B.O.FIRST FLOOR CLG. www.deriveengineers.com 3/4°WOOD CLADDING CEILING STEEL STRUCTURE(PER STRUCTURAL DRAWINGS) 33'-61/2° 33'-6112 3/4"MARINE GRADE'PLYWOOD SELF-ADHERED WRAP-FLASHING I 1/2"PLYWOOD SHEATHING 3/4'EXTERIOR GRADE PLYWOOD CIVIL ENGINEER: 3/4"WOOD CLADDING CEILING 3/4'WOOD CLADDING CEILING MOISTURE BARRIER WINDOW(PER SCHEDULE) I MIN.1" TAPERED XPS INSULATION(MIN.R-5) SELF- FLASHING-FLASHING 3/4"EXTERIOR GRADE PLYWOOD 6'CLOSED CELL POLYURETHANE FOAM INSULATION(R-39) CHA STEEL DECK(PER STRUCTURAL DRAWINGS) 25-GA SPACED 24"O.C.3"ON EACH SIDE OF PLYWOOD BOARD END BACKER ROD&SEALANT 400 Capital Boulevard, Suite 301 6'CLOSED CELL POLYURETHANE FOAM INSULATION(R-39) FURRING HAT CHANNELS WINDOW(PER SCHEDULE) Rocky Hill, CT 06067 25-GA SPACED 24"O.C.3"ON EACH SIDE OF PLYWOOD BOARD END Telephone 860.855.1055 FURRING HAT CHANNELS 3/4"PLYWOOD www.Chacompanies.com I 3/4'WOOD CLADDING CEILING 3/4"PLYWOOD J BEAD I 314"WOOD CLADDING CEILING 5/8"PROPRIETARY TYPE-X GWB J-BEAD (WITH CORNER BEAD&J-BEAD) I 5/8"PROPRIETARY TYPE-X GWB(WITH CORNER BEAD&J-BEAD) I I I I WINDOW(PER SCHEDULE) WINDOW(PER SCHEDULE) WD FLOOR(PER SCHEDULE) 11/8"WARMBOARD PANELS WD FLOOR FINISH(PER SCHEDULE) ADDMONAL LAYER OF SELF-LEVELER TO MATCH 1 1/8"WARMBOARD PANELS SCHLUTER SYSTEM IN BATHROOMS ADDITIONAL LAYER OF SELF-LEVELER TO MATCH I SCHLUTER SYSTEM IN BATHROOMS +1-1I2"SELF-LEVELER +/•1/2,SELF-LEVELER BACKER ROD&SEALANT BACKER ROD&SEALANT I CONCRETE SLAB(PER STRUCTURAL DRAWINGS) CONCRETE SLAB(PER STRUCTURAL DRAWINGS) I WD TERRACE DECK STEEL DECK(PER STRUCTURAL DRAWINGS) WD TERRACE DECK FIRST FIN.FI STEEL DECK(PER STRUCTURAL DRAWINGS) FIRST FIN.FL OIL 23-61/2' MTL.FLASHING I MTL.FLASHING SELF-ADHERED WRAP-FLASHING _ _ SELF-ADHERED WRAP-FLASHING i — — — — — — — — — — — 1 I — — — J-BEAD I I 5/8,PROPRIETARY TYPE-X MOISTURE AND MOLD RESISTANT GWB 5/8'PROPRIETARY TYPE-X MOISTURE AND MOLD RESISTANT GWB I I I APPLIED TO FURRING CHANNELS APPLIED TO FURRING CHANNELS 3/4"FURRING CHANNELS I I I I I I I 1 2 518 INSULATING CONCRETE FORM(RIGID INSULATION 3/4'FURRING CHANNELS I 1 I I I CAST CONCRETE WALL 2 5/9'INSULATING CONCRETE FORM ICONCRETE WAGID LIL 2 5/9'INSULATING CONCRETE FORM(RIGID INSULATION) 2 5/8'INSULATING CONCRETE FORM(RIGID INSULATION) I { I I WATERPROOFING MEMBRANE WATERPROOFING MEMBRANE I { I I I ' 1 WATERPROOFING MEMBRANE FRY REGLET 5/8 x 3/8 F-REVEAL 625-375 FRY REGLET 5I8 x 3/8 F REVEAL 625 375 I BASE(PER SCHEDULE) BASE(PER SCHEDULE) CONCRETE SLAB(PER STRUCTURAL DRAWINGS) CONCRETE SLAB(PER STRUCTURAL DRAWINGS) GARDEN FIN.FL-WEST 1 13'--6" I I 2"XPS INSULATION MOISTURE/RADON BARRIER PER SPEC) MOISTURE/RADON BARRIER(PER SPEC) 2"XPS INSULATION FOOTING(PER STRUCTURAL DRAWINGS) FOOTING(PER STRUCTURAL DRAWINGS) FRENCH DRAIN I COA FRENCH DRAIN i No. Date Issue 04.14.2023 Building Department Submittal WEST WALL @ DINING/LIVING 2 SCALE: 1 1/2" 1'-0" NORTH WALL @DINING/LIVING = SCALE: 1 1/2"= 1'-0" ®AN A�601 Details - West Wall/Roof Edge & North Wall @ Dining Fishers Island House 2680 Peninsula Road C Fishers Island, NY 06390 ARCHITECT: M E METAL WALL FLASHING T.O.PARAPET WALL IV 36-21/2" 1/2"PLYWOOD SHEATHING ROOFING MEMBRANE SECUREMENT ROOFING MEMBRANE Murphy Burnham&Buttricks Architects 2'X 6'FRAMED PARAPET WALL 48 West 37th Street. 14th Floor MOISTURE BARRIER I New York, NY 10018 Telephone 212.768.7676 111Z ZIP SYSTEM INSULATED R-SHEATING PANEL(R-6.6) www.mbbarch.com VERTICAL FURRING STRIPS/AIR VENTILATION 3/4,EXTERIOR GRADE PLAV00D STRUCTURAL ENGINEER: 3/4'HORIZONTAL WOOD SIDING STEEL BEAM(PER STRUCTURAL DRAWINGS) i man I ilman 32 Old Slip, 10th Floor New York, NY 10005 1'WOOD CASING WITH MITRED CORNERS Telephone 212.620.7970 — — — — — — — — — — — — — - - www.silman.com STEEL BEAM(PER STRUCTURAL DRAWINGS) - — — — — — — — — — — — — — — MEP ENGINEER: B.O.FIRST FLOOR CLG, DERIVE 1/2,PLYWOOD SHEATHING 33-61/2 ENGINEERS MIN.I" TAPERED XPS INSULATION(MIN.R-5) Derive Enginners SELF-ADHERED WRAP-FLASHING 91 3/4,PLYWOOD 665 Broadway Suite 701 METAL FLASHING I STEEL DECK(PER STRUCTURAL DRAWINGS) New York, NY 10012 Fri S I BACKER ROD&SE{11ANT I 6'CLOSED CELL POLYURETHANE FOAM INSULATION(R 39) Telephone 646.866.6933www.deriveengineers.com 25-GA SPACED 24'O.C.3"ON EACH SIDE OF PLYWOOD BOARD END FURRING HAT CHANNELS CIVIL ENGINEER: 3/4,PLYWOOD 3/4,WOOD CLADDING CEILING ti J-BEAD CHA 5/8"PROPRIETARY TYPE XGWB(WITH CORNER&J-BEAD) 400 Capital Boulevard, Suite 301 METAL FLASHING Rocky Hill, CT 06067 WINDOW(PER SCHEDULE) Telephone 860.855.1055 www.chacompanies.com WINDOW SILL(PER SCHEDULE) 5/8'PROPRIETARY TYPEA MOISTURE AND MOLD RESISTANT GWB 4'CLOSED CELL POLYURETHANE FOAM INSULATION (R-26)BETWEEN 2X8 STUDS O.C.16, 111Z ZIP SYSTEM INSULATED R-SHEATING PANEL(R-6.6) VERTICAL FURRING STRIPS/AIR VENTILATION 3/4'HORIZONTAL WOOD SIDING FRY REGLET 5/8 x 3/8 F-REVEAL DRMF-625-375 BASE PER SCHEDULE) WD FLOOR FINISH(PER SCHEDULE) 1 1/8'WARMBOARD PANELS ADDITIONAL LAYER OF SELF-LEVERE TO MATCH MOISTURE ISOLATION(PER SPEC) I SCHLUTER SYSTEM IN BATHROOMS +/-1/2'OF SELF-LEVELER WD TERRACE DECK I CONCRETE SLAB(PER STRUCTURAL DRAWINGS) STEEL DECK(PER STRUCTURAL DRAWINGS)1 .1.FI[ IFIRST FIN.FL 23-61/2" SELF-ADHERED WRAP-FLASHING MTL.FLASHING I I I _ I I' I J-BEAD I 5/6,PROPRIETARY TYPEA MOISTURE AND MOLD RESISTANT GWB I I APPLIED TO FURRING CHANNELS I I 3/4'FURRING CHANNELS 2 5/8'INSULATING CONCRETE FORM(RIGID INSULATION) 1 I CAST CONCRETE WALL j I I I 2 5/8'INSULATING CONCRETE FORM(RIGID INSULATION) f WATERPROOFING MEMBRANE I I I I I I I I I I FRY REGLET 5/8 x 3/8 F-REVEAL DRMF-625-375 BASE PER SCHEDULE) CONCRETE SLAB(PER STRUCTURAL DRAWINGS) 1 I GARDEN FIN,FL-WEST I 13-6' I , 2"XPS INSULATION MOISTURE/RADON BARRIER(PER SPEC) I No. Date Issue 04.14.2023 Building Department Submittal FOOTING PER STRUCTURAL DRAWINGS) I -� FRENCH DRAIN SOUTH WALL @ KITCHEN SCALE; 1 1/2"= V-0" Buf op jr A�602 Details - South Wall @ Kitchen & Entry Fishers Island House B 2680 Peninsula Road ROOFING MEMBRANE Fishers Island, NY 06390 I / I 1/2"PLYWOOD SHEATHING / SKYLIGHT(PER SCHEDULE) ARCHITECT: MIN.1' TAPERED XPS INSULATION(MIN.R-5) 2 X 3/4"EXTERIOR GRADE PLYWOOD ROOFING MEMBRANE 3/4"EXTERIOR GRADE PLYWOOD 3/4"EXTERIOR GRADE PLYWOOD M\� 3/4"EXTERIOR GRADE PLYWOOD STEEL DECK(PER STRUCTURAL DRAWINGS) ROOFING MEMBRANENBRANE ROOFING MEMBRANE METAL FLASHING WITH DRIP EDGE Murphy Burnham& Buttricks Architects 3/4"EXTERIOR GRADE PLYWOOD 3/4°EXTERIOR GRADE PLYWOOD SELF ADHERED WRAP FLASHING 48 West 37th Street. 14th Floor ,.F New York, NY 10018 ETAL FLASHING WITH DRIP EDGE I Telephone 212.768.7676 METAL GUTTER www.mbbarch.com 11/2'ZIP SYSTEM INSULATED R-SHEATHING PANEL(R-6.6) I ETAL FLASHING WITH DRIP EDGE APPROVED TYPE HANGER,CLIP AND FASTENER STRUCTURAL ENGINEER: 3/4 EXTERIOR GRADE PLYWOOD — STEEL BEAM(PER STRUCTURAL DRAWINGS) STEEL DECK(PER STRUCTURAL DRAWINGS) - — — — — — VERTICAL FURRING STRIPS/AIR VENTILATION I 6'CLOSED CELL POLYURETHANE FOAM INSULATION(R 39) APPROVED TYPE HANGER,CLIP AND FASTENER S* Iman — 3/4"HORIZONTAL WOOD SIDING CROSS TEE CROSS TEE STEEL BEAM(PER STRUCTURAL DRAWINGS) Silman MOISTURE BARRIER 32 Old Slip, 10th Floor New York, NY 0005 171 �--�— B.O.FIRST FLOOR CLG, Tel phone 2 21620.7970 33-61/2" www.si man.com MOISTURE BARRIER METAL FLASHING WITH DRIP EDGE STEEL STRUCTURE I 25-GA SPACED 24'O,C.3"ON EACH SIDE OF PLYWOOD BOARD END I 25-GA SPACED 24"O.C.3"ON EACH SIDE OF PLYWOOD END 3/4"EXTERIOR GRADE PLYWOOD MEP ENGINEER: (PER STRUCTURAL DRAWINGS) FURRING HAT CHANNELS ( FURRING HAT CHANNELS 3/4"WOOD CLADDING CEILING DERIVE 3/4'MARINE GRADE PLYWOOD I 314"PLYWOOD I 3/4"PLYWOOD BUG SCREEN(PEA SCHEDULE) LENGINEERS 3/4"WOOD CLADDING CEILING ' 3/4'WOOD CLADDING CEILING 3/4"WOOD CLADDING CEILING Derive Enginners BACKER ROD&SEALANT I J-BEAD I MITRED EDGE 665 New York,Broadway Suite 701 FOLDING WALL(PER SCHEDULE) Telephone 646.866.6933www.deriveengineers.com I I CIVIL ENGINEER: DOOR(PER SCHEDULE) I ti WEATHER STRIP MTL,FLASHING CHA TRESHOLD(PER SCHEDULE) SELF-ADHERED WRAP-FLASHING 400 Capital Boulevard, Suite 301 WD FLOOR(PER SCHEDULE) PAVERS FINISH(PER SCHEDULE) Rocky Hill, CT 06067Telephone 860.855.1055 1 1/8"WALMBOARD PANELS ADJUSTABLE PEDESTAL I WD JOINST www.chacompanies.com ADDITIONAL LAYER OF SELF LEVELER TO MATCH I 1"XPS INSULATION I — WD TERRACE DECK SCHLUTER SYSTEM IN BATHROOMS DRAINAGE MAT BACKER ROD AND SEAM 1 +/-1/2'OF SELF-LEVELER WD TERRACE DECK I CONCRETE SLAB(PER STRUCTURAL DRAWINGS) WATERPROOFING MEMBRANE SELF-ADHERED WRAP-FLASHING I FIRST FIN. o FIRST FIN,FL 23'-6112' MTL.FLASHING 1AIA If SELF-ADHERED WRAP-FLASHING t I STEEL DECK(PER STRUCTURAL DRAWINGS) I J-BEAD I I I I I I I I 5/8"PROPRIETARY TYPE-X MOISTURE AND MOLD WIRE REINFORCED MUD BED SLOPED TO DRAIN I I I I REISTSTAM GWB APPLIED TO FURRING CHANNELS \ I I I BEAM(PER STRUCTURAL DRAWINGS) CONCRETE SLAB(PER STRUCTURAL DRAWINGS) I I I I 3/4"FURRING CHANNELS I STEEL DECK(PER STRUCTURAL DRAWINGS) I I I 1 2 5/8"INSULATING CONCRETE FORM(RIGID INSULATION) 6"CLOSED CELL POLYURETHANE FOAM INSULATION(R-39) I I I CAST CONCRETE WALL 2 5/8"INSULATING CONCRETE FORM(RIGID INSULATION) I I I I I 2 5/81INSULATING CONCRETE FORM(RIGID INSULATION) I CAST CONCRETE WALL f I WATERPROOFING MEMBRANE I I I WATERPROOFING MEMBRANENCRETE APPROVED (RIGID INSULATION) I ' I I APPROVED TYPE HANGER,CLIP AND FASTENER I . I CROSS TEE f I I I FURRING HAT CHANNEL I I I I I I I B.O.SOFFIT IT MECH#003 25-GA SPACED 24"O.C.3"ON EACH SIDE OF WALLBOARD END I I CONCRETE RAMP(PER STRUCTURAL DRAWINGS) I I I 5/8"PROPRIETARY TYPE-X MOISTURE AND MOLD RESISTANT GWB CONCRETE SLAB(PER STRUCTURAL DRAWINGS) APPLIED TO FURRING CHANNELS t I 3/4'FURRING CHANNELS t 2"XPS INSULATION MOISTURE/RADON BARRIER(PER SPEC) FRY REGLET 5/8 x 3/8 F-REVEAL DRMF-625.375 I BASE(PER SCHEDULE) I CONCRETE SLAB(PER STRUCTURAL DRAWINGS) I I I , GARDEN FIN.FL WEST f I GARDEN FIN,FL-WEST I I , I { MOISTURE/RADON BARRIER(PER SPEC) 2'XPS INSULATION I FOOTING(PER STRUCTURAL DRAWINGS) I I I FRENCH DRAIN I . 5 ROOFING MEMBRANE I ROOFING MEMBRANE SECUREMENT N0. Date Issue 04.14.2023 Building Department METAL WALL FLASHING Submittal 11/2,ZIP SYSTEM INSULATED R-SHEATHING PANEL(R-6.6) T,O,PARAPET WALL I 36-21/2" ROOFING MEMBRANE 1/2"PLYWOOD SHEATHING I I 3/4"EXTERIOR GRADE PLYWOOD MIN.1' TAPERED XPS INSULATION(MIN.R-5) STEEL DECK(PER STRUCTURAL DRAWINGS) APPROVED TYPE HANGER,CLIP AND FASTENER CROSS TEE I a 6"CLOSED CELL POLYURETHANE FOAM INSULATION(R39) 25-GA SPACED 24"O.C,3"ON EACH SIDE OF PLYWOOD END FURRING HAT CHANNELS 3/4"PLYWOOD 3/4"WOOD CLADDING CEILING . ems+' C7 I B.O.FIRST FLOOR 1/2'PLYWOOD SHEATHING 33' MIN.1' TAPERED XPS INSULATION(MIN.R-5) I 518"PROPRIETARY TYPE-X GWB 3/4"EXTERIOR GRADE PLYWOOD I STEEL DECK(PER STRUCTURAL DRAWINGS) ENTRY/ PORCH SECTION 6"CLOSED CELL POLYURETHANE FOAM INSULATION(R-39) SCALE: 1 1/ "= 1'-0" 25-GA SPACED 24"O.C.3"ON EACH SIDE OF PLYWOOD END I FURRING HAT CHANNELS 3/4'PLYWOOD A�603 IN* 3/4"WOOD CLADDING CEILING Details - Entry/Porch Details 2 PARAPET WALL/PORCH ROOF SCALE: 11/2"= 1'-0" Fishers Island House 2680 Peninsula Road " GENERAL NOTES STEEL DECK STANDARD ABBREVIATIONS Fishers Island, NY 06390 1. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL AND MECHANICAL 1. STEEL DECKING WORK SHALL CONFORM TO THE AISI NORTH AMERICAN"SPECIFICATION FOR THE ti ADD DRAWINGS AND SHALL CONFORM TO THE PROJECT SPECIFICATIONS, INCLUDING THE 2020 DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS:' 'L ADDITIONAL EA. EACH LB. POUND REINF. REINFORCED)/REINFORCEMENT ARCHITECT: RESIDENTIAL CODE OF NEW YORK STATE BUILDING CODE.ALL GOVERNING STANDARDS LISTED IN 2. STEEL DECKING UNITS AND ACCESSORY ITEMS SHALL BE FORMED FROM STEEL SHEETS ADJ. ADJACENT E.F. EACH FACE L.L. LIVE LOAD REQ'D REQUIRED THESE NOTES SHALL BE THE EDITION REFERENCED IN THIS GOVERNING CODE. CONFORMING TO ASTM A1008 OR A653 WITH A MINIMUM YIELD STRENGTH OF 50,000 PSI (33,000 PSI A/E DESIGN TEAM OF RECORD E.J. EXPANSION JOINT LLBB LONG LEGS BACK-TO-BACK REV. REVISION 2. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING, BRACING,AND SHEETING AND SHALL MAKE FOR STEEL ROOF DECKING UNITS). SEE DECK SCHEDULE FOR MORE INFORMATION. BEFORE ALT. ALTERNATE EL. ELEVATION LLH LONG LEG HORIZONTAL SCHED. SCHEDULEANCH. ANCHOR ELEC. ELECTRICAL LLV LONG LEG VERTICAL SECT. SECTION mv, �. SAFE ALL FLOORS, ROOFS,WALLS,AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. FORMING,THE STEEL SHEET SHALL RECEIVE A HOT DIP GALVANIZED COATING CONFORMING TO APPROX. APPROXIMATE/APPROXIMATELY ELEC. ELEVATOR L.P. LOW POINT S.I.F. STEP IN FOOTING SHORING AND SHEETING SHALL BE DESIGNED BY A REGISTERED PROFESSIONAL ENGINEER ASTM A653,GRADE 90. ARCH. ARCHITECT/ARCHITECTURAL EMBED. EMBEDMENT L.W. LIGHTWEIGHT SLBB SHORT LEGS BACK-TO-BACK Murphy Burnham&Buttricks Architects LICENSED IN THE PROJECT JURISDICTION, HIRED BY THE CONTRACTOR,WHO SHALL SUBMIT SHOP 3. STEEL DECKING SHALL BE SHORED AS REQUIRED BY PLANS OR BY SPAN AND LOAD CONDITIONS TO ARCH. BUILDING E.O. EDGE M L.W. LONG WAY SIM. SIMILAR 48 West 37th Street. 14th Floor DRAWINGS AND CALCULATIONS FOR THE OWNER'S REVIEW. SUPPORT WET WEIGHT OF CONCRETE AND ALL CONSTRUCTION LOADS. BM. BEAM E.O. ENGINEER L.W.MAS MASONRY S.O.G. SLAB ON GRADE 3. THE CONTRACT DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY.THESE NOTES HIGHLIGHT 4. THE SIDE LAPS OF ADJACENT UNITS SHALL BE FASTENED BY APPROVED METHOD (TO BE SHOWN ON New York, NY 10018 RATHER THAN REPLACE THE SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL. SHOP DRAWINGS)BETWEEN SUPPORTS,AT INTERVALS TO PROVIDE SUFFICIENT DIAPHRAGM B.O. BOTTOM CF E.O.R. ENGINEER OF RECORD MAX. MAXIMUM SPEC. SPECIFICATION Telephone 212.768.7676 STRENGTH TO MAINTAIN BUILDING ALIGNMENT AND TO SUSTAIN LOCAL CONSTRUCTION LOADS BOT. BOTTOM EQ. EQUAL MECH. MECHANICAL SQ. SQUARE FOUNDATIONS WITHOUT DISTORTION OR SEPARATION, MAXIMUM SPACING SHALL BE X-0"BETWEEN SUPPORT BRG. BEARING E.S. EACH SIDE MEP MECH., ELECT., PLUMBING, &FIRE PROTECTION S.S. STAINLESS STEEL www.mbbarch.com BEAMS. END LAPS OF SHEETS SHALL BE A MINIMUM OF 2 INCHES. BSMT. BASEMENT E.W. EACH WAY MFR. MANUFACTURER STD. STANDARD 1. BUILDING FOUNDATIONS SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING 5. EXCEPT AS OTHERWISE NOTED, DECK SHALL BE ATTACHED TO STRUCTURAL STEEL BY 3/4"0 FUSION CANT. CANTILEVER EXP. EXPANSION MIN. MINIMUM STIFF. STIFFENER CAPACITY OF 4000 PSF AS SPECIFIED BY THE GEOTECHNICAL CONSULTANT.ADEQUACY OF BEARING WELDS @ 12"ON CENTER AT END AND INTERIOR SUPPORTS PERPENDICULAR TO THE DECK SPAN CFS COLD FORMED STEEL EXT. EXTERIOR MISC. MISCELLANEOUS STL. STEEL STRUCTURAL ENGINEER: STRATUM SHALL BE VERIFIED IN FIELD PRIOR TO PLACING CONCRETE.ALL NECESSARY AND AT EDGE AND INTERIOR SUPPORTS PARALLEL TO THE DECK SPAN. WELDS MAY BE OMITTED IN C.I.P. CAST IN PLACE FDN. FOUNDATION M.O. MASONRY OPENING S.W. SHORT WAY ADJUSTMENTS TO THE BOTTOM OF FOOTINGS TO BE REVIEWED AND APPROVED BY THE RIBS IN WHICH SHEAR CONNECTORS ARE TO BE APPLIED,AS LONG AS MAXIMUM SPACING BETWEEN C.J. CONTRACTION JOINT FIN. FINISH MPII MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS SYM. SYMMETRICFin STRUCTURAL ENGINEER OF RECORD. ATTACHMENTS DOES NOT EXCEED 18"ON CENTER,AND SUCH THAT EACH DECK SECTION SHALL CLG. CEILING FLR. FLOOR N.F. NEAR FACE T&B TOP&BOTTOMCLR. CLEAR FRMG. FRAMING N.I.C. NOT IN CONTRACT TEMP. TEMPORARY/TEMPERATURE 2. DO NOT PLACE BACKFILL AGAINST BASEMENT WALLS UNTIL ALL FLOORS BRACING THESE WALLS HAVE SUFFICIENT WELDS TO ADEQUATELY SECURE THE DECK, BRING THE DECK INTO DIRECT CMU CONCRETE MASONRY UNIT F.S. FAR SIDE NO. NUMBER TEM THICKNESS) 1�flsllmall ARE IN PLACE AND HAVE ATTAINED THEIR 28-DAY STRENGTH. CONTACT WITH THE SUPPORTING STEEL AND TO PROVIDE SUFFICIENT DIAPHRAGM STRENGTH TO Silman 3. ALL EXTERIOR FOOTINGS SHALL BE PLACED A MINIMUM OF T-6"BELOW FINAL GRADE. MAINTAIN BUILDING ALIGNMENT. COL. COLUMN FT. FEET N.S. NEAR SIDE T.O. TOP OF 32 Old Slip, 10th Floor 4. CONCRETE SHALL BE POURED IN DRY EXCAVATIONS.CONTRACTOR SHALL NOTE SOIL AND WATER 6. AS AN ALTERNATE TO PUDDLE WELDS FOR STEEL DECK ATTACHMENT TO STRUCTURAL STEEL, HILTI COMP. COMPOSITE FTG. FOOTING N.T.S. NOT TO SCALE TR. TRANSFER New York, NY 10005 CONDITIONS AS SHOWN BY BORINGS INCLUDED IN THE REFERENCED GEOTECHNICAL SUBSURFACE X-HSN-24 OR X-ENP-19 POWDER ACTUATED FASTENERS, OR AN APPROVED EQUAL,WITH EQUIVALENT CONC. CONCRETE GA. GAGE N.W. NORMAL WEIGHT TYP. TYPICAL INVESTIGATION REPORT(S)AND DEPTHS OF FOOTING AS SHOWN ON FOUNDATION PLANS. OR GREATER CAPACITY TO THE SPECIFIED ATTACHMENT MAY BE USED. PRIOR TO INSTALLATION,THE CONST. CONSTRUCTION GALV. GALVANIZED O.C. ON CENTER U.N.O. UNLESS NOTED OTHERWISE Telephone 212.620.7970 CONTRACTOR SHALL SUBMIT ALTERNATE FASTENING PATTERN TO THE ENGINEER OF RECORD FOR CONT. CONTINUOUS G.B. GRADE BEAM O.D. OUTSIDE DIAMETER VERT. VERTICAL www,silman.com CONCRETE REVIEW AND APPROVAL. SUBMITTAL SHALL INCLUDE PROPOSED ALTERNATE PATTERN AND ANY COORD. COORDINATE/COORDINATION HDR. HEADER O.F. OUTSIDE FACE W/ WITHCONTR. CONTRACTOR HGR. HANGER OPNG. OPENING W.P WORK POINT CALCULATIONS OR SUPPORTING MANUFACTURER DATA NEEDED TO DEMONSTRATE THAT THE COTR CONTRACT OFFICER'S HORIZ. HORIZONTAL OPP. OPPOSITE W.W.R. WELDED WIRE REINFORCEMENT MEP ENGINEER: 1. ALL CONCRETE WORK SHALL CONFORM TO THE FOLLOWING GOVERNING STANDARDS: PATTERN MEETS OR EXCEEDS THE CAPACITY OF THE SPECIFIED ATTACHMENT. TECHNICAL REPRESENTATIVE H.P. HIGH POINT PC. PIECE A. AMERICAN CONCRETE INSTITUTE (ACI)"BUILDING CODE REQUIREMENTS FOR CONCRETE" C PRECAST # DIAMETER ER/SIZE WELD 7. POWDER ACTUATED FASTENERS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S CTR. CENTER HT. HEIGHT P/ [)I= RIVE (ACI 318) RECOMMENDATIONS.CONTRACTOR SHALL BE CERTIFIED AND TRAINED BY THE MANUFACTURER'S B. ACI COLLECTION,LATEST EDITION REPRESENTATIVE ON PROPER USE PRIOR TO INSTALLATION. DBL. DOUBLE HVAC HEATING,VENTILATION,& PED. PEDESTAL C. CONCRETE REINFORCING STEEL INSTITUTE(CRSI)"MANUAL OF STANDARD PRACTICE" 8. PRIOR TO FABRICATION, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR THE STEEL DEMO DEMOLITIGN/DEMOLISH AIR CONDITIONING PERP. PERPENDICULAR ENGINEERS 2. ALL CONCRETE COMPOSITE ON METAL DECK SHALL BE LIGHT WEIGHT CONCRETE WITH A MINIMUM DECKING SHOWING DECK GAUGE, SIZE,AND LAYOUT AS WELL AS CLOSURE CONDITIONS,WELDS TO DIA. DIAMETER I.D. INSIDE DIAMETER PL. PLATE Derive Enginners COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. SUPPORTS AND SIDE LAP DETAILS. DIAG. DIAGONAL I.F. INSIDE FACE PLF POUNDS PER LINEAR FOOT 3. ALL OTHER CONCRETE SHALL BE NORMAL WEIGHT CONCRETE WITHA MINIMUM COMPRESSIVE 9. ALL REINFORCED OPENINGS IN STEEL DECK SHALL BE INSTALLED BY STEEL DECK SUBCONTRACTOR. DIM. DIMENSION I.J. ISOLATION JOINT PREFAB. PREFABRICATED 665 Broadway Suite 701 STRENGTH OF 4,000 PSI AT 28 DAYS, UNLESS OTHERWISE NOTED. STEEL DECK SUBCONTRACTOR TO PROVIDE REINFORCING AS PER TYPICAL DETAILS. D.L. DEAD LOAD INFO INFORMATION PSF POUNDS PER SQUARE FOOT New York, NY 10012 4. REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60 OR A775 10. AT STEEL DECK WITHOUT CONCRETE FILL THE FOLLOWING MAY BE ATTACHED WITHOUT SPECIFIC ON. DOWN INT. INTERIOR PSI POUNDS PER SQUARE INCH Telephone 646.866.6933 EPDXY COATED WHEN CALLED OUT ON PLAN. REINN DTL. DETAIL JT. JOINT P-T POST-TENSIONED FORCING STEEL SHALL BE DETAILED APPROVAL OF THE STRUCTURAL ENGINEER:ACOUSTICAL TILE AND GYPSUM BOARD CEILING ONLY; DWG(S) DRAWING(3) K KIP www.deriveengineers.com G ACCORDING TO THE ACI"DETAILS AND DETAILING OF REINFORCEMENT' (ACI 315). NO PIPING, DUCTING OR CONDUIT. MAXIMUM CEILING WEIGHT=3.5 PSF.MAXIMUM WIRE HANGER DWG DOWEL 5. REINFORCING STEEL TO BE WELDED TO CONFORM TO ASTM A706 GRADE 60. LOAD=60 LBS. , 6. WELDED WIRE REINFORCEMENT(W.W.R.)SHALL CONFORM TO ASTM A1064,WITH A MINIMUM YIELD 11. WHERE SUSPENSION OF HANGER WIRES ARE REQUIRED BY OTHERS,VERIFY AND COORDINATE CIVIL ENGINEER: STRENGTH OF 65,000 PSI. LOCATIONS, PATTERNS, SPACING, ETC.WITH THE APPROPRIATE TRADE. DRILL OR PUNCH HOLES AT f' 7. COORDINATE SIZE AND LOCATION OF ALL OPENINGJS AND PIPE SLEEVES WITH ALL OTHER BOTTOM OF DECK FLUTES OF SUFFICIENT SIZE TO PASS SUPPORT WIRES.WIRE SUPPORTS SHALL BE AVQ. .� DISCIPLINES. MINIMUM CONCRETE BETWEEN SLEEVES SHALL BE 6". LOOPED AND SECURED WITH A MINIMUM OF THREE (3)TIGHT TURNS AROUND A MINIMUM 1-1/2"x 12" 8. ALL GROUT SHALL BE NONSHRINK WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI. LONG FURRING CHANNEL OR NO. 3x12"LONG REINFORCING BAR CENTERED ABOVE THE HOLE AND 9. MINIMUM CONCRETE COVER FOR REINFORCING STEEL IN CAST-IN-PLACE NON-PRESTRESSED LAID IN THE DECK FLUTES. CHA MEMBERS SHALL BE AS FOLLOWS: A. ALL CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND:3" WOOD STRUCTURAL PANEL SHEATHING 400 Capital Boulevard, Suite 301Rocky Hill, CT 06067 B. ALL CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: a. 2"(#6 THROUGH#18 BARS) 1. PROVIDE STRUCTURAL I PLYWOOD SHEATHING WITH BOND CLASSIFICATIONS Telephone 860.855.1055 b. 1-1/2"(#5 BAR,W31 OR D31 WIRE,AND SMALLER) APPROPRIATE TO THE END USE:"EXTERIOR"(PERMANENT EXPOSURE), OR www.chacompanies.com C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: "EXPOSURE I"(CONSTRUCTION EXPOSURE ONLY) a. SLABS, JOISTS,AND WALLS: 2. FLOOR SHEATHING: NOM.3/4"THICK T&G PLYWOOD(48/24 SPAN RATING),APA • 1-1/2"(#14 THROUGH#18 BARS) STURD-I-FLOOR, OR ADVANTECH SUBFLOOR. • 3/4"(#11 BAR AND SMALLER) 3. ROOF SHEATHING(STANDARD): NOM. 5/8"THICK T&G PLYWOOD(48/24 SPAN RATING). b. BEAMS, COLUMNS, PEDESTALS,AND TENSION TIES (STIRRUPS,TIES,SPIRALS, HOOPS, 4. ROOF SHEATHING (UNDER SLATE OR CLAY TILE): NOM.3/4"THICK T&G PLYWOOD AND PRIMARY REINFORCEMENT): 1-1/2" (48/24 SPAN RATING). r 10. SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND 5. WALL SHEATHING (STANDARD: NOM. 1/2"THICK PLYWOOD(32/16 SPAN RATING). APPROVAL. NO CONCRETE WORK SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 6. WALL SHEATHING (BEHIND SLATE,CLAY TILE,OR MASONRY VENEER): NOM.3/4" 11. CLEAN AND ROUGHEN TO 1/4"AMPLITUDE ALL EXISTING CONCRETE SURFACES TO RECEIVE NEW THICK PLYWOOD(48/24 SPAN RATING). CONCRETE PRIOR TO PLACEMENT. 7. USE PLY CLIPS OR OTHER EDGE SUPPORT AS REQUIRED FOR PLYWOOD 12. SEE OTHER DRAWINGS IN THIS PROJECT FOR SIZE:AND LOCATIONS OF EQUIPMENT PADS, INSERT SHEATHING. AND EMBED ITEMS. 8. LEAVE 1/16"SPACE AT ALL PLYWOOD PANEL END JOINTS AND 1/8"SPACE AT ALL 13. REINFORCING DOWELS,WATER STOPS,AND OTHER EMBED ITEMS SHALL BE INSTALLED AND PANEL EDGE JOINTS. SECURED PRIOR TO CONCRETE PLACEMENT."WET-SETTING"OF EMBEDDED ITEMS IS NOT 9. UNLESS NOTED OTHERWISE,WALL SHEATHING SHALL BE FASTENED TO FRAMING PERMITTED. WITH 8d COMMON NAILS @ 4"ON CENTER AT EACH SHEET PERIMETER AND 12"ON STRUCTURAL STEEL CENTER ELSEWHERE. PROVIDE 2x6 BLOCKING AT ALL FREE EDGES. 10. UNLESS NOTED OTHERWISE, ROOF SHEATHING SHALL BE FASTENED TO FRAMING 1. ALL STRUCTURAL STEEL WORK SHALL CONFORM'TO THE FOLLOWING GOVERNING WITH 8d COMMON NAILS @ 6"ON CENTER AT EACH SHEET PERIMETER AND 12"ON STANDARDS: CENTER ELSEWHERE. A. AISC 360"SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS". 11. ALL FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO FLOOR JOISTS USING B. AISC 303"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". AN APA APPROVED ADHESIVE AND#8 SCREWS @ 6"ON CENTER AT EACH SHEET C. AMERICAN WELDING SOCIETY(AWS D1.1)"STRUCTURAL WELDING CODE-STEEL-. PERIMETER AND 12"ON CENTER ELSEWHERE, UNLESS NOTED OTHERWISE. D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS(RCSC)"SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS". ENGINEERED WOOD PRODUCTS 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE.FOLLOWING ASTM SPECIFICATIONS: A. WIDE FLANGE BEAMS, COLUMNS,AND STRUCTURAL TEES:ASTM A992. 1. WOOD I-JOISTS: PROVIDE ENGINEERED WOOD I-JOISTS, SIZES AND SERIES AS B. HOLLOW STRUCTURAL SECTIONS:ASTM A500, GRADE C. SHOWN,AS MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL. INSTALL C. STRUCTURAL PIPE SECTIONS:ASTM A53,GRADE B. IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD D. CHANNELS,ANGLES,AND PLATES:ASTM A36 UNLESS OTHERWISE NOTED. RECOMMENDATIONS AND DETAILS, INCLUDING CONSTRUCTION BRACING, E. BOLTED CONNECTIONS SHALL BE PER ASTM F3125. GRADES ARE TO BE SELECTED MINIMUM BEARING LENGTHS,WEB STIFFENERS, SQUASH BLOCKS,BLOCKING, AS FOLLOWS: KNOCK-OUTS AND HOLES, ETC. a. STANDARD BEAM TO BEAM/GIRDER:ASTM F3125, GRADES A325, F1852,A490 OR 2. RIM BOARDS: PROVIDE CONTINUOUS 1-1/4"THICK RIM BOARDS,TIMBERSTRAND F2280 BOLTS IN SNUG-TIGHTENED JOINTS(3/4"DIAMETER MINIMUM WITH LSL AS MANUFACTURED BY WEYERHAEUSER OR APPROVED EQUAL. INSTALL IN HARDENED WASHERS). COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AT THE b. BEAM/GIRDER TO COLUMN CONNECTIONS, COLUMN SPLICES AND BOLTS PERIMETER OF ALL FLOOR PLATFORMS. OF NE(y r EXPERIENCING TENSION LOADS(UNLESS OVERSIZED OR SLOTTED HOLES ARE 3. MICRO-LAM BEAMS: PROVIDE ENGINEERED BEAMS, SIZES AS SHOWN, MICROLLAM t �� Q, �1 Qpp 0 USED, IN WHICH CASE SLIP-CRITICAL JOINTS SHALL BE USED):ASTM F3125, LVL OR PARALLAM PSL AS MANUFACTURED BY WEYERHAEUSER OR APPROVED '� `rt�' ��►. ''� GRADES A325, F1852,A490 OR F2280 BOLTS IN PRETENSIONED JOINTS (3/4" EQUAL. INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD DIAMETER MINIMUM WITH HARDENED WASHERS). RECOMMENDATIONS AND DETAILS. c. MOMENT CONNECTIONS AND BRACED FRAME CONNECTIONS:ASTM F3125, 4. GLUED LAMINATED TIMBER(SOFTWOOD): PROVIDE ENGINEERED BEAMS,SIZES AS GRADES A325, F1852,A490 OR F2280 BOLTS IN SLIP CRITICAL JOINTS(3/4" SHOWN, IN ACCORDANCE WITH AITC 117 DESIGN STANDARD SPECIFICATIONS FOR DIAMETER MINIMUM WITH HARDENED WASHERS). FAYING SURFACES SHALL BE STRUCTURAL GLUED LAMINATED TIMBER OF SOFTWOOD SPECIES. UNLESS CLASS A UNLESS OTHERWISE NOTED. NOTED OTHERWISE,ALL LAMINATIONS SHALL BE SOUTHERN PINE. d. PER AISC 341,ALL BOLTS SHALL BE INSTALLED AS PRETENSIONED HIGH 5. ROOF TRUSSES: PROVIDE PRE-ENGINEERED ROOF TRUSSES,AS SHOWN ON THE Q 698B STRENGTH BOLTS AND MEET THE REQUIREMENTS FOR SURFACE PREPARATION DOCUMENTS,TO RESIST LOADS TABULATED ON THIS SHEET(INCLUDING NET FOR SLIP CRITICAL CONNECTIONS WITH CLASS A SLIP COEFFICIENT OR HIGHER. UPLIFT). INSTALL IN STRICT COMPLIANCE WITH THE MANUFACTURER'S STANDARD THE AVAILABLE SHEAR STRENGTH OF 130LTED JOINTS USING STANDARD HOLES RECOMMENDATIONS AND DETAILS. FABRICATOR SHALL SUBMIT LAYOUT PLANS SHALL BE CALCULATED AS THAT FOR BEARING TYPE JOINTS. AND ENGINEERING DRAWINGS FOR APPROVAL PRIOR TO FABRICATION. F. ANCHOR RODS: ASTM F1554, GRADE 36. 6. PSL POSTS: PROVIDE GRADE 1.8E PARALLAM PSL COLUMNS. IT IS NOT PERMITTED G. RESPECTIVELY,TO MATCH BOLT MATERIAL.. TO USE PSL BEAMS AS A SUBSTITUTE FOR PSL COLUMNS WITHOUT 3. STEEL CONNECTION SHALL BE STANDARD AISC FRAMED BEAM CONNECTIONS,AND SHALL ACCOMMODATION FOR REDUCED STRENGTH AND APPROVAL BY ENGINEER OF BE RECORD. • SELECTED OR COMPLETED BY AN EXPERIENCED STEEL DETAILER • UTILIZING LRFD LOADS AND PROCEDURES. POST-INSTALLED ADHESIVE AND MECHANICAL ANCHORS A. UNLESS OTHERWISE NOTED ON PLAN, PROVIDE CONNECTIONS BASED ON MINIMUM SHEAR CAPACITY REQUIREMENTS IN THE FOLLOWING TABLE 1. POST INSTALLED ANCHORAGE SHALL BE INSTALLED BY QUALIFIED PERSONNEL PER • WHICH ARE BASED ON AISC SINGLE SHEAF;TAB CONNECTIONS. THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS(MPII),AS INCLUDED IN THE ANCHOR PACKAGING,TO INTACT BASE MATERIAL. INSTALLATION OF ANCHORS MINIMUM SHEAR CAPACITY REQUIREMENTS SHALL BE CARRIED OUT BY AN INSTALLER TRAINED TO INSTALL THE SPECIFIED ANCHORS. NOTIFY ENGINEER OF RECORD PRIOR TO INSTALLATION IF BASE MATERIAL BEAM DEPTH MIN.SHEAR MIN.SHEAF; MIN. NUMBER CONDITION DEVIATES FROM STRUCTURAL DRAWINGS OR ASSUMPTIONS AND (NOMINAL) CAPACITY ASD CAPACITY LRIFD OF BOLT ROWS CONDITIONS OF THE MPII.ALL HOLES SHALL BE DRY AND HAMMER DRILLED UNLESS (Kips) (Kips) OTHERWISE NOTED,AND ALL CONCRETE BASE MATERIAL TO RECEIVE ADHESIVE ANCHORS SHALL HAVE A MINIMUM AGE OF 21 DAYS. 811 , 10" 16 24 2 2. INSTALLATION OF ADHESIVE ANCHORS IN A HORIZONTAL OR UPWARDLY INCLINED ORIENTATION AND SUPPORTING A SUSTAINED TENSION LOAD SHALL BE PERFORMED 12", 14" 28 42 3 BY A CERTIFIED ADHESIVE ANCHOR INSTALLER. CERTIFICATION SHALL INCLUDE 16" 40 62 3 WRITTEN AND PERFORMANCE TESTS IN ACCORDANCE WITH THE ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM OR APPROVED EQUAL. PRIOR TO THE 18" 52 78 4 COMMENCEMENT OF INSTALLING ANCHORS PROVIDE OWNER AND ENGINEER OF RECORD WITH DOCUMENTED CONFIRMATION THAT ALL OF THE CONTRACTOR'S 21" 58 88 4 PERSONNEL WHO INSTALL HORIZONTAL OR UPWARDLY INCLINED ADHESIVE 24" 60 90 5 ANCHORS SUPPORTING SUSTAINED TENSION LOADS ARE TRAINED AND CERTIFIED. A. OVERHEAD ADHESIVE ANCHORS MUST BE INSTALLED USING THE PISTON 27" 72 108 6 PLUG SYSTEM SPECIFIED BY THE MPII AND PRODUCED BY THE CORRESPONDING MANUFACTURER FOR THE ANCHOR SYSTEM BEING 30" 84 126 7 INSTALLED. 33" 94 142 7 3. EXISTING REINFORCING BARS IN THE STRUCTURE MAY CONFLICT WITH SPECIFIC ANCHOR LOCATIONS. REINFORCING BARS SHALL NOT BE CUT WITHOUT THE WRITTEN 36" 102 155 8 APPROVAL OF THE ENGINEER OF RECORD. UNLESS NOTED ON THE DRAWINGS THAT No. Date Issue THE EXISTING REBARS CAN BE CUT,THE CONTRACTOR SHALL REVIEW THE EXISTING 40"+ 110 165 9 STRUCTURAL DRAWINGS AND SHALL UNDERTAKE TO LOCATE THE POSITION OF THE 4. 4. Buidling Department Submittal REINFORCING BARS BY A MEANS APPROVED BY THE ENGINEER OF RECORD. 4. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS, B. REINFORCING IS TO BE PROVIDED AT CONNECTIONS WHERE CUTS REDUCE THE PROXIMITY OF ANCHORS TO EDGE OF CONCRETE,AND EMBEDMENT DEPTH INTO THE SHEAR OR MOMENT CAPACITY BELOW THAT REQUIRED TO SUSTAIN THE SUBSTRATE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING, EDGE REACTION. FLANGES AND WEBS ARE TO BE REINFORCED WHERE THE LOCAL CLEARANCES,AND EMBEDMENT DEPTHS INDICATED ON THE DRAWINGS. CAPACITY TO SUSTAIN CONNECTION LOADS ARE INADEQUATE.CUTS OR COPES 5. UNLESS OTHERWISE INDICATED, POST INSTALLED ANCHORAGE SHALL BE ADHESIVE MAY PREVENT MINIMUM NUMBER OF BOLT ROWS SHOWN ABOVE FROM BEING TYPE HILTI HIT-HY 200-R INTO CONCRETE OR HILTI HIT-HY 270 INTO BRICK MASONRY, ACHIEVED,WHICH IS ACCEPTABLE PENDING WRITTEN APPROVAL AND GROUT FILLED CMU OR UNGROUTED CMU BASE MATERIAL. PROVIDE MESH SCREEN IN CONFIRMATION THAT MINIMUM SHEAR CAPACITY HAS BEEN MET. UNGROUTED CMU, UNREINFORCED MASONRY CONSTRUCTION,AND BRICK MASONRY C. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, WITH HOLES OR VOIDS. CONSIDERING THAT THE CONNECTIONS ARE AN EXTENSION OF THE BEAMS AND 6. SUBSTITUTION REQUESTS FOR ALTERNATE ANCHORAGE PRODUCTS SHALL BE GIRDERS. SUBMITTED TO ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIOR TO USE. 4. MINIMUM WELD SIZE IS 1/4"FILLET UNLESS NOTED OTHERWISE. THIS SHALL INCLUDE MANUFACTURER PRODUCT DATA AND CALCULATIONS 5. ALL BEAMS EXCEPT CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED WITH DEMONSTRATING THAT THE PROPOSED SUBSTITUTE CAN ACHIEVE THE NATURAL CAMBER UP.CANTILEVER BEAMS SHALL BE FABRICATED AND INSTALLED SO PERFORMANCE VALUES OF THE SPECIFIED PRODUCT.ANCHOR CAPACITY USED IN THAT NATURAL CAMBER RAISES CANTILEVER END. DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY THE 6. FIELD CUTTING OR BURNING OF STEEL IS PROHIBITED EXCEPT WITH THE EXPRESS MANUFACTURER OR SUCH OTHER METHOD AS APPROVED BY THE ENGINEER OF WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER OF RECORD.(IN WHICH CASE ALL RECORD. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AN ICC-ES BURNING OF STEEL MUST CONFORM TO THE THERMAL CUTTING REQUIREMENTS OF EVALUATION REPORT SHOWING COMPLIANCE WITH THE RELEVANT BUILDING CODE, AISC AND AWS) SEISMIC USE, LOAD RESISTANCE, INSTALLATION CATEGORY,AND AVAILABILITY OF 7. WELDING SHALL BE PERFORMED BY CERTIFIED,AWS-QUALIFIED WELDERS.WELDING MPII.ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP, IN-SERVICE ELECTRODES FOR CARBON STEEL SHALL BE AWS 5.1,CLASS E70XX. FOR ASTM A572 TEMPERATURE AND INSTALLATION TEMPERATURE AND MUST PROVIDE INFORMATION GRADE 50 KSI PLATE USE ELECTRODE E7018 OR,APPROVED EQUAL(OR ELECTRODES ON THESE ITEMS.SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE THAT MEET THE REQUIREMENT OF_).WELDING ELECTRODES FOR ASTM A276 APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO USE. STAINLESS STEEL,TYPE 304,SHALL CONFORM 1.0 AWS A5.4 FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E308; OR AWS A5,9 FOR GAS METAL ARC WELDING, ELECTRODE CLASS ER308.WELDING ELECTRODES FOR ASTM A27E TYPE 316L STAINLESS STEEL SHALL CONFORM TO AWS A5.4 FOR SHIELDED METAL ARC WELDING, ELECTRODE CLASS E316;OR AWS A5.9 FOR GAS METAL ARC WELDING, ELECTRODE CLASS ER316. WELDING ELECTRODES FOR JOINING STAINLESS STEEL TO CARBON STEEL SHALL CONFORM TO ELECTRODE CLASS E309/ER309. 8. SHOP PAINT EXPOSED STEEL MEMBERS, STEEL MEMBERS NOT ENCASED IN CONCRETE OR SPRAY FIREPROOFED,AND ALL STEEL MEMBERS AT THE EXTERIOR WALL WITH TNEMEC V10-99 OR APPROVED EQUAL EXCEPT F=OR MEMBERS TO BE HOT DIPPED GALVANIZED. 9. FIELD PAINT ALL EXTERIOR EXPOSED MEMBERS WITH TNEMEC V530 OMNITHANE OR APPROVED EQUAL. 10. SHOP AND ERECTION DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL. NO FABRICATION OF STEEL SHALL COMMENCE WITHOUT APPROVED SHOP DRAWINGS. 11. PROVIDE MECHANICALLY GALVANIZED BOLTS FOR EXTERIOR APPLICATIONS S -001 GENERAL STRUCTURAL NOTES AND A M0ncX ii A-rinni0 Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 ARCHITECT: LEGEND mv - OB [— CONCRETE FOOTING I MOMENT CONNECTION # Murphy Burnham&Buttricks Architects FRAMING ELEVATION/WALL ELEVATION 48 West 37th Street. 14th Floor L J WALL OR CONCRETE BEAM BELOW EP-# STEEL BEAM WALL PLATE CONNECTION (SEE DETAIL) S— New York, NY 10018 Telephone 212.768.7676 0 CONCRETE WALL BP-# BEAM BEARING PLATE IN CONCRETE OR MASONRY O COLUMN LINE www.mbbarch.com (SEE DETAIL) CONCRETE COLUMN 0 REVISION STRUCTURAL ENGINEER: # 1130 STEEL COLUMN o' S-# CONCRETE ON METAL DECK(SEE SCHEDULE),OPEN ARROW INDICATES SPAN DIRECTION [##'-##"] BOTTOM OF FOOTING ELEVATION RELATIVE TO DATUM Si man b\ U COLUMN ABOVE/BELOW <###'.##"> TOP OF FRAMING ELEVATION RELATIVE TO DATUM i man 32 Old Slip, 10th Floor HANGER COLUMN ABOVE)BELOW +R-# METAL DECK(SEE SCHEDULE), OPEN ARROW INDICATES {##'-w) TOP OF PIER ELEVATION RELATIVE TO DATUM New York, NY 10005 SPAN DIRECTION Telephone 212.620.7970 STEEL BEAM (##'-#V') BOTTOM OF BASE PLATE ELEVATION RELATIVE TO DATLM www.silman.com --------- STEEL BRACING S.O.G. SLAB ON GRADE (SEE SCHEDULE) _BBP STEEL BEAM BEARING PLATE, SEE SCHEDULE&DETAILS MEP ENGINEER: 10-- DERIVEWp# CBP_ STEEL COLUMN BASE PLATE, SEE SCHEDULE&DETAILS V STEEL BEAM PENETRATION (SEE DETAIL) - - - ENGINEERS CONCRETE SPREAD FOOTING,SEE SCHEDULE&DETAILS SLOPED STEEL BEAM(TAIL INDICATES HIGH END) • ■ RAMP/SLOPED FLOOR(TAIL INDICATES HIGH END) F_ Derive Enginners RW RETAINING WALL, SEE SCHEDULE&DETAILS 665 Broadway Suite 701 BENT STEEL FRAMING STEP IN SLAB — New York, NY 10012 RWF_ RETAINING WALL FOOTING, SEE SCHEDULE&DETAILS Telephone 646.866.6933 ISHEAR CONNECTION SLAB SLOPE TRANSITION www.deriveengineers.com TOP OF FINISHED FLOOR ELEVATION S_ CONCRETE SLAB OR CONCRETE SLAB ON METAL DECK,SEE SCHEDULE&DETAILS CIVIL ENGINEER: #'-#" W#ICF INSULATED CONCRETE FORMED WALL,SEE SCHEDULE&DETAILS SPOT ELEVATION n_ , WF WALL FOOTING,SEE SCHEDULE&DETAILS C-al � 0 OPENING IN SLAB CHA W_ REINFORCED CONCRETE WALL, SEE SCHEDULE&DETALS 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com DESIGN LOADS AND FACTORS DESIGN CODE:2020 RESIDENTIAL CODE OF NEW YORK STATE FLOOR LOAD DATA ROOF LOAD DATA WIND LOAD DATA LIVE LOAD TYPE VALUE(PSF) ROOF LIVE LOAD TYPE VALUE(PSF) PARAMETER VALUE TYP.FLOOR LIVE LOAD 40 LIVE/SNOW LOAD 20 ULTIMATE WIND SPEED 126 MPH (U.O.N.) EXTERIOR BALCONIES 60 WIND EXPOSURE D DECKS 40 RISK EXPOSURE II STAIRS 40 FULLY ENCLOSED INTERNAL PRESSURE +/-0.18 COEFFICIENT Gcpi CONSTRUCTION DEAD ROOF DEAD LOAD TYPE SHEAR WALL TYPE LOAD TYPE VALUE(PSF) VALUE(PSF) WOOD FRAMING 5 STEEL BEAMS 5 STEEL MOMENT FRAMES AND STEEL BRACED FRAMES ,/��,,+M■ STEEL BEAMS 5 METAL DECK 3 f C'i NE J^0 INSULATION/ 5 CEILING AND MECHANICAL 7 r C WATERPROOFING m WOOD FLOOR FINISH 5 INSULATION 5 CEILING AND MECHANICAL 5 SOLAR PANELS 5 � PROJECT DESIGN CRITERIA(AS PER TABLE R301.2(1)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE) WIND DESIGN SUBJECT TO DAMAGE FROM SEISMIC WINTER ICE BARRIER GROUND SNOW FLOOD AIR FREEZING MEAN ANNUAL WIND-BORNE DESIGN DESIGN TEMP UNDERLAYMENT LOAD(PSF) (0) SPEED TOPOGRAPHIC SPECIAL WIND DEBRIS ZONE CATEGORY(F) WEATHERING (A) FROST LINE TERMITE (C) (E) REQUIRED H HAZARDS(G) INDEX (1) TEMPERATURE (J) (MPH) (D) EFFECTS (K) REGION(L) (M) DEPTH (B) ( ) 20 126 NO NO NO B SEVERE 42" MODERATE TO HEAVY 7 NO AE ZONE 1500 OR LESS 50 NOTES: 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 THE WEATHERING INDEX,'NEGLIGIBLE','MODERATE',OR'SEVERE'FOR CONCRETE AS DETERMINED FROM FIGURE R301.2(3). 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 JURISDICTION. 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 ACCORDANCE WITH SECTION R301.2.1.4. E. THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 971/2 PERCENT VALUES FOR WINTER FROM APPENDIX D OF THE INTERNATIONAL PLUMBING CODE. DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. F. SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.21. 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 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 ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED. WHERE APPLICABLE,THE FOLLOWING PARAMETERS HAVE BEEN USED: 1. DFE(DESIGN FLOOD ELEVATION) 2. BFE(BASE FLOOD ELEVATION) 3. ESW(DESIGN STILLWATER FLOOD ELEVATION ABOVE DATUM) No. Date Issue 4. DS(DESIGN STILLWATER FLOOD DEPTH IN FEET) 5. DWS(WAVE SETUP IN FEET) 6. G(GROUND ELEVATION IN FEET ABOVE DATUM) 04.14.2023 Buidling Department Submittal 7. EROSION (LOSS OF SOIL DURING DESIGN FLOOD EVENT) 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 EFFECTS OF ICE DAMMING,THE TABLE WILL INDICATE'YES;OTHERWISE, 'NO'WILL BE INDICATED IN THIS PART OF THE TABLE. 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 NATIONAL CLIMATIC DATA CENTER DATA TABLE'AIR FREEZING INDEX-USA METHOD(BASE 32 DEGREE F). 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 JURISDICTION,THE TABLE WILL IINDICATE'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 JURISDICTION,THE TABLE WILL INDICATE'YES'AND IDENTIFY ANY SPECIFIC REQUIREMENTS; OTHERWISE,'NO'WILL BE INDICATED IN THIS PART OF THE TABLE. 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. N. THE JURISDICTION SHALL FILL IN THESE SECTIONS OF THE TABLE TO ESTABLISH THE DESIGN CRITERIA USING TABLE 1A AND I FROM ACCA MANUAL J OR ESTABLISHED CRITERIA DETERMINED BY THE JURISDICTION. O. THE GROUND SNOW LOADS TO 13E USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE R301.2(6)FOR SITES AT ELEVATIONS UP TO 1,000 FEET. SITES AT ELEVATIONS ABOVE 1,000 FEET SHALL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 1,000 FEET ABOVE 1,000 FEET. S 00" 2 LEGEND & LOADING SCHEDULES Fishers Island House ( ( 2680 Peninsula Road 0' 0 1 2\O 3`O O O 10 Fishers Island, NY 06390 ARCHITECT: 11'-63/8" 10'-71/8" 10'-01, 10'-0" 13'-0" 9'-0" 25'-61/2" 1 7'-9" 10'- 111, 6'-93/4" 14'-9" j.. ►_. i I Murphy Burnham& Buttricks Architects 48 West 37th Street. 14th Floor New York, NY 10018 STEPPED WALL Telephone 212.768.7676 1 5 FCOTING;SEE www.mbbarch.com S-301 2 3 4 S-301 NOTES 14& 15 6 S-301 S-301 (S::-301 S-301 STRUCTURAL ENGINEER: • W81CF-A W81CF-B . _- -- --- - - - ° -- -- -.._ ---------- --- -------------------------- -- ----------- � -- 1 [11 2 ] I ( WF1 [ 11 7271 i I I I WF-3" ( 'I � p 10th Floor ° p1 i �_ �� � � r -� (- ---I - — - - -- - - � I 32 Old Slip, ' WF1 O NY 10005 A , 2 �— -' �— --� 1 1 1 [7 -6 ] 1 O New York, F3.0 P2 1 P2 All, °I Telephone 212.620.7970 [11 -6"] 1 S F30 F3.0 1'-2"] [11'-2" I1 ( www.silman.com AllS-3� 111 S-301 MEP ENGINEER: S.O.G. I 1 DERIVE ,. I I EL. CS-2041 ENGINEERS i (o � Derive Enginners LL 665 Broadway Suite 701 1 I 1 �-2 New York, NY 10012 °° CONCRETE FOOTING i Telephone 646.866.6933 1 1 I 1 www.deriveengineers.com 1 d • , F3.5x7.5 AND Q i ( d. < , FOUNDATION FOR � t 4 I I CHIMNEY I 1 1 I CIVIL ENGINEER: S-303 I I j I 1 8 ,-. - 1 L_ I I I I S-301 — — —1 r- 1 0 I I I I I I I I I� I I I W81CF-B CHA - -- - - - — - -- I ----- - ---- - — - - - 1 --- ---- - - -- - --- - - ---- - - - I - -1 - - --- - - - - -- 1 1 - -- - --- - - - - - — - ---- - —- I -- I - I - - -- I - I --- - --- I I O- - - I ClO O O O O O - - - - ----- --- -- - -- g 400 Capital Boulevard, Suite 301 d I 1 I I 1 I I I 1 I 1 I 1 I -- I 13.o CBP-A ( F3.0 , CBP-A ( I CBP-A ( �11,�6"] , 1 , I CBP-A , �9,_0"] 1 CBP-A , �9.: "] ( CBP-A ( �9,-0„] , Rocky Hill, CT 06067 L----J �----J WF-3 I 1 — --J Telephone 860.855.1055 1 1 I L-- —J L---_J L-- [11'6 ] _--------[7 _s_]______� , I I �F g"] www.chacompanies.com m , jI ------------------J 1 0 1 I 1 1 zt LL cc S-302 '''s L o zo 5 u'_ RAMP 3 I S-303 u I � I I S-303 �---- ——————— I I I "T � I I I ° ^ W1 4 O - - d ° P1 WBICF-A W81CF-B C F3.0 I---------------------- ----- =---------- WF-3 —- " 1 ,� STEPPED(WALL [7'-6 ] ; [7 -6 ]I WF_3 SIM. SIM. FOOTING,SEE 1 [7'-6"]� 6 4 NOTES 14& 15 1 °a CONCRETE WALL S� S� TYPICAL ELEVATOR, ' 1 1 ' ' 1 1 S.O.G. 1 - 1 1 1 1 1 1v 1 1 1 ' �OF y. 4 CO SLAB TYPE S12 AT S-302 Incs+ ELEVATION PIT;TYPICAL O ° 1 OPENING IN SLAB 1 FOR ELEVATOR;SEE 1 2 1 TYPICAL DETAIL ' 1 1 1 1 1 1 ` ` 1 � 1 N 1 1 1 1 1 1 n 1 WF-3 O T 1 ,d 1 03 a 1 WF-3 1 1 [7'-6"] ° 1 1 H °4 ' 5 1 1 _ S-302 LEGEND: = ' 1 � SEE SHEET S-002 FOR FOUNDATION PLAN LEGEND. ' - 1 1 '; � No. Date Issue 1 � NOTES: 1. NO BACKFILLING OF FOUNDATION WALLS MAY OCCUR WITHOUT THE INSTALLATION OF THE 04.14.2023 Buidling Department Submittal FIRST FLOOR FRAMING OR TEMPORARY BRACING (DESIGNED BY NYS PE). 1 2. TOP OF FINISHED FLOOR TO BE NOTED AS THUS: 3. SEE DRAWING S-001 FOR GENERAL NOTES. 4. SEE S-002 FOR TYPICAL LEGEND. 1 � � 5. SEE S-002 FOR LOAD SCHEDULES. 2 1 .� 6. SEE S-500 DRAWING SERIES FOR TYPICAL DETAILS. S-303 a 1 1 1 7. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING WITH MECHANICAL,PLUMBING AND ELECTRICAL SYSTEMS. 1 8. COORDINATE ALL MEP FOUNDATION PENETRATIONS WITH ARCHITECTURAL AND MEP DRAWING. PROVIDE A MINIMUM OF 6"CLEAR BETWEEN PENETRATIONS. SEE S-500 SERIES DWGS FOR 1 1 ADDITIONAL INFORMATION. O 9. ALL STEEL POSTS TO BE BRACED AT EACH FLOOR LEVEL. 1 10. UNLESS OTHERWISE NOTED,ALL EXTERIOR STEEL TO BE PAINTED IN SHOP AND FIELD AS PER [W.f,F-6„ 1 ; GENERAL NOTES ON S 001. SEE SPECIFICATIONS FOR ALL ADDITIONAL INFORMATION. ] 1 1 cr- 11. SEE ARCHITECTURAL DRAWINGS FOR ALL FOUNDATION DIMENSIONS. 12. ALL BOLTS FOR BEAM BEARING PLATES AND COLUMN BASE PLATES TO BE CAST WITH/INTO WET CONCRETE. 13. ALL STEEL POSTS THAT EXTEND BELOW THE FIRST FLOOR LEVEL SHALL BE GALVANIZED. SEE ; GENERAL NOTES ON S-001 FOR ADDITIONAL INFORMATION. WF-3 14. COORDINATE FINAL AND EXACT LOCATIONS OF STEPPED WALL FOOTINGS WITH SITE [7'-6"] W 1 WF-3 ' CONDITIONS/EXCAVATION.SEE TYPICAL DETAIL IN S500 DRAWING SERIES FOR ADDITIONAL 1 [T-6"] INFORMATION. ' 15. LOCATIONS OF STEPPED FOOTINGS ARE APPROXIMATE.THE!BOTTOM ELEVATION OF ALL 1 WF-4 ° FOOTINGS TO BE A MINIMUM OF 2'-0"BELOW TOP OF INTERIOR SLAB ELEVATION OR 3'-6"BELOW - " , [7'-6"] TOP OF FINISHED GRADE,WHICHEVER IS LOWER. F.6 ° WB\C ' d a 1 e � F2 S-303 [7'-6„] _ 1 - a ° d 1 GARDEN FLOOR FRAMING PLAN WF2 d W1 s.1 [7', 6"] d F2 .301) [7'-6"] CONCRETE WALL g` -6" 7 U, TYPE W 1;TYPICAL S-303 AT PLANTER 6. GARDEN FLOOR 5.1 FRAMING PLAN Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 ARCHITECT: 11'-63/8" 10'-71/8" 10'-0" 10'-Off 13'-0" 9 -0„ 25 -61/2 7'-9" 10'-111, 6'-93/4" 14'-9" M\/ P15 13 I � I 1'-3" 7'-8" 3'- 11 5/8" Murphy Burnham&Buttricks Architects 48 West 37th Street. 14th Floor New York, NY 10018 Telephone 212.768.7676 1 5 www.mbbarch.com S-301 2 3 4 6 S-301 STRUCTURAL ENGINEER: S-301 S-301 S-301 8'-6�� 8,-6„ S-301 O W81CF-A � CBP-E CBP-E W81CF-B � �W81CF-B - - - --- - -- - O - - - - --- - - - - - ---- - -- - - ---- -- - - -- - -- - - - - -- - - - I .- - --- - -- -- -- - 011ma."LA O --- - - - -- - - ------- -- ------- ---- ----- ------ ----- ------------- - -- -- ------ - - ----------------- ------------- - -------- ------ - ------- - - - ---- © --- ------ ---------------- A -- - --- - - - - - --- - - - — - CBP-B - -- .BBP-1 -- CBP-BI I - - - - - ---- - - - -- - —- BBP-6 - - - BBP-6 --- - - ---- - - - BBP-2 BBP-2 BBP-3 BBP-1 BBP-3 , Silman P2 J L °o, S3.5 _ �,co CD 32 Old Slip, 10th Floor CBP-D I EP-1 EP-1 ct� X I NY 10005 2 3 O 0 ® m I q0 New York, S�2 P2 EL. +22'-9 3/4" �S-3 N —J rn Telephone 212.620.7970 W14X22[12] I www.silman.com 7 II FOUNDATION I S-301 MEP ENGINEER: FOR CHIMNEY; SEE SECTION rn m M DERIVE W10X15[11] 3 r N 3 co ENGINEERS Q� � - m N r S 201 c� h N co ao � I ; o 0 0 0 �' CO X LO I Derive Enginners N o iv - o o- S5.5 I 665 Broadway Suite 701 4 5 New York, NY 10012 x � EL.+23'-3 5/8" 1 Telephone 646.866.6933 1 2 o S-201 X 1 S_201 p s-2o1 X I www.deriveengineers.com S-201 I a I 4 � I , CIVIL ENGINEER: v I �S-303 1 2 d Q I S-401 S-401 m� I �.� 4 M I , " -W 10X15 S-401 1'-9 3/4" S , O ILO BBP-1 W10X15 6 W1OX30[14] W10X45 15 W14X43[48] BBP-3 RCB-B CHA [ ] [ ] W10X15[13] W10X15[6] W10 15[6] ----- -- --- B -- --- - - - -- Q Q f] O Q - --- - - - ---- - - ---- ---- - - - -- - - B 400 Capital Boulevard, Suite 301 M I U O Rock Hill, CT 06067 N F W81CF-B y '-1, 9" Telephone 860.855.1055 O 23'-3 5/8" 'O www.chacompanies.com CBP-C X m Q 1. R S-302 I 'r M � ,n X X LO � W 10X15 0 x X x X X o o X X 0 0 0 0 0 0 0 I 3 � 3 � � I 3 o� � I i _ -r � S-303 � BBP 1 BBP-1 �--- ------ -------------- -------------------------------- -- ------------- -------------- T C� W 10X15 Q C CBP-D O — —Q ------ --- ----- --- ----- ---- P1 12 W81CF-A W81CF-B ;J ^ 1 I O 1 O Bep.41 S-201 1 6 3 1 S-401 1 `, 1 1 S-302 SIM. SIM. 1 4 S-301 S-301 1 S-401 1 W1oX2All 2 EL. +23' 3 5/8" :r I BBp� > 1 _ W10 � 1 oN 16118„> O'S 16Bp2 1� 32 �tpF NEy/r " N1 w O ggP-4 - A' '17l$ 4Ppc��.�'A f 1 � 0 1 S-201 rn= r- z an W W. 1 W 10X1? Ln Ln it 1 N= 1 1 1 1 1 !z 1 Lois Bp.51 O C 1 C 1 N 1p 7 32 1 n , 1 _ C3? BBp.A 1 5 1 � 1 \ S-302 1 , O1 ,' a 10X10p�4p� 1 c2p "1p118 CP. LEGEND: 1 6 1 \ No. Date Issue SEE SHEET S-002 FOR FIRST FLOOR FRAMING LEGEND o 0 04.14.2023 Buidling Department Submittal 1 > NOTES: 1 0 �i BBp 2 70 _ 1. TOP OF FINISHED FLOOR TO BE NOTED AS THUS: +x'-xx" 1 ' 63 9 2. TOP OF SLAB ON METAL DECK SHALL BE [-2 7/8"] BELOW TOP OF 1 8 WADX3p�18� FINISHED FLOOR ELEVATION, UNLESS OTHERWISE NOTED AS THUS: 2 1 S-401 20' -1p 118" 3. TOP OF STEEL BEAM TO BE<+22'-10 1/8"> UNLESS OTHERWISE NOTED S\ 303 AS THUS: <+x'-xx">, 1 18Bp_2 7 4. SEE DRAWING S-001 FOR GENERAL NOTES 1.��' 5. SEE S-002 FOR TYPICAL LEGEND. 1 S-401 6. SEE S-002 FOR LOAD SCHEDULES. 1 1p O 7. SEE S-500 DRAWING SERIES FOR TYPICAL DETAILS. 1 01 1 8. CONTRACTOR IS RESPONSIBLE TO COORDINATE FRAMING WITH 1 S 2 1 O MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. 1 0 9. ALL STEEL POSTS TO BE BRACED AT EACH FLOOR LEVEL. ; o! 10. ALL EXTERIOR STEEL TO BE PAINTED IN SHOP AND FIELD AS PER 1 �`' 10 All a, GENERAL NOTES ON S001.SEE SPECIFICATIONS FOR ALL ADDITIONAL 1 �,i 4 2p " > INFORMATION. 1 �1pXA9`49� � N= 11. SET BOTTOM OF COLUMN BASE PLATE AT TOP OF FOUNDATION WALL CP 1 \ O ELEVATION OF+X'-XX", UNLESS OTHERWISE NOTED ON PLAN AS THUS: �► 1 O = (+x'-xx). 1 12. ALL BOLTS FOR BEAM BEARING PLATES AND COLUMN BASE PLATES TO 1Bgp-4 BE CAST WITH/INTO WET CONCRETE. 13. ALL FIRST FLOOR STEEL BEAMS AND ALL STEEL POSTS THAT EXTEND 11 BELOW THE FIRST FLOOR LEVEL SHALL BE GALVANIZED.SEE GENERAL 1 EL. +20 -93/4 NOTES ON S001 FOR ADDITIONAL INFORMATION. - lop 14. FIRST FLOOR LOADING: DL=20 PSF(SUPERIMPOSED) - - = 1 _ LL=40 PSF 1 Ln 1 S-303 _ 1 1 FIRST FLOOR FRAMING PLAN S-102 1/4"= 1'-0" 1 , 6.1 S - 102 FIRST FLOOR 0 5.1 FRAMING PLAN Fishers Island House 2680 Peninsula Road 0' 0 1 2 3 4 5 U6 70 C J8 09 10 Fishers Island, NY 06390 1 ARCHITECT: 1l'-63/8" 10'-71/8" lot-0" 10'-0" 13'-0" 9'-0" 25'-61/2" 1 7'-9" 10'-111, 6'-93/4" 14'-9" Murphy Burnham& Buttricks Architects j 48 West 37th Street. 14th Floor New York, NY 10018 5'- 10^ 7 ! Telephone 212.768.7676 i www.mbbarch.com s-4o2 o STRUCTURAL ENGINEER: c, M HSS4X4X3/8 HSS4X4X3/8 �, U (WIND FRAME A) O U C" HSS18X6X3/8 HSS18X6X3/8 HSS18X6X3/8 O (WIND FRAME A) (WIND FRAME A) W10X19 - A Zd x X x CANT. - cn XX -- I M COW L - chi - - - - - - - --- - -- - ---- - - --- - - ., " � ._ " O Cl) co N CO <35'-51/8"> <35 -51/8 > <35 -51/8 > HT-M 10X19 W10X19 <34 93/4 > c <344'-93/4"> <34 -93/4"> Silman U HSS4X4X1/2 - - Q - -- -- - - - U - - - o - --- -- - --- -- - --- - - -- -� - - -- - - --- -�- - - -- - - --- -- - - - - - - -- - - - - - - ---- z x - 32 Old Slip, 10th Floor Q CANT. � U O v W10X54 W8X48 <34'-6 3/8"> v New York, NY 10005 CANT. � M Telephone 212.620.7970 10'-7 1/8" �O/ R3 M HSS6X4X1/2(FLAT) WWW.silman.com if R3 EL.+35'-0 3/4" \/ MEP ENGINEER: EL.+35'-03/4" In W DERIVE cn M ENGINEERS EL.+34'-6 3/8" w T- M T- M oo iv HSS6X4X1/2(FLAT) W10X22 (S-201 co x °' o rn o Derive En inners o00 <34'-9 3/4"> z - xo rn c o rn V LL 9 �, �, ,� M �, 0 665 Broadway Suite 701 Zo 6 x= W W 4 V V X ? L-2 New York, NY 10012 Tele hone 646.866.6933 S CD T-M 1 U- ! N ^ V S-201 v p HSS6X4X1/2(FLAT) vO V o M A 2 0 � M N www.deriveengineers.com HSS4x4x3/8 = (S-20)l Z M o * S-201 z ' I (TYP.) co co CD 3 W8X48 <34'-6 3/8"> 'v r EL.+34'- 1 1/2" X V x Cn ^ CIVIL ENGINEER: o v W 10X22 N �' z x rn tA HSS6X4X1/2(FLAT) 'n U <34'-93/4"> o x U U ro �M b __- 11'-6 3/8"____ _- _-__ 19 <34 - /4"> CHA W 14X26 <34'-9 3/4"> W 1 OX22 <34'-9 3/4"> CANT g -- - - - -- - --- - -- -- - -- -- -- - -- - --- - - - - - - - - - - - - ---- - -- - --- - O ------------ 13 -- ----------- - - - - - -- - -- g 400 Capital Boulevard, Suite301 � W 10X 9 3 O �/ W8X48<34'-7 3/8"> --- -- - - O Rock Hill, CT 06067 o � O U � �/ (WIND FRAME B) (WIND FRAME B Telephone 860.855.1055 HSS6XW cc M www.chacompanies.com 4X1/2(FLAT) IN1OX22 y f W � <34'-91/2"> A A A L- co co " 20, o HSS6X4X1/2(FLAT) CO M 00 00 ►� 00 3 0 1111111111114 x v 3It CD 0r0 co S-402 M It) V 00 HSS6X4X1/2(FLAT) HSS18X6X3/8 <35'-21/2"> O HSS4X4X1/2 "'IND FRAME C HSS18X6X3/8<35� -8 1/2"> HSS18X6X3/8 <35'-2 1/2"> HSS18X6X3/8 <35'-2 1/2"> HSS18X6X3/8 HSS9X9X1/2 34'-7 3/8"> (WIND FRAME C W8X15 W8X15 O 113 O <32'- 10"> U WBW6 < > O 12 U U x O O O 00 M 22 00 00 S-201 0o co 00 ao co 00 co 00 0o ao ao — ce) cr er � Ch M x X I C0 C7 M CM M x M M C) Ch M fM M cM x x x x x x X x X x X X X X N 00 X x 1 <32 �r r �r �t er v rr et X x w 6 0 �Z x x x x x U) x x x x x x x to A cn cn cn cn vi vi ui cn cn v Cl) _ _ _ :., S-40L 1 10X2 W8X15 N o " CANT. _ _ _ _ _ _ HSS4X4X 8 HSS4X4X3/8 HS 4X4X3/8 HSS4X4X3/8 �, W 10X39 H "0 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/,B HSS4X4X3/8 SS4X4X3/8 S4X X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8 HSS4X4X3/8r -4 v U n O 4 �S-402) S-402CA 8 � vN wo FRPM�EI U s n WA of S-402 � 43 2 �34� „7 = W1oX2 U N �pF NE(�Y 2 ' n z c Q,�\��E�R aPpt4�y'ra S�� 7 N 'o * 4 m g.201 j � z ?� v W 10Xg8 � jC N n O N Oo � G w j Cr O, W 10X49 v 10"� 4 32 O AND FRp,ME Nl U n U W 10 32' 10„ z N Nl p M\141D�2 E10, 6' v 6 0 No. Date Issue 04.14.2023 Buidling Department Submittal LEGEND: Z SEE SHEET S-002 FOR ROOF LEGEND W10X26 r? g G 432 �' 5201 CID NOTES: v 1. TOP OF ROOF DECK SHALL BE AS NOTED ON PLAN AS W10X26 ,- THUS EL. +x-xx /'_ 2. TOP OF STEEL BEAM TO BE SET AT TOP OF METAL 32, 101'�, 0 DECK, UNLESS OTHERWISE NOTED AS THUS: <+x'-xx">. �`'- 'o-n 103. SEE DRAWING S-001 4. SEE S-0 FOR TYPICAL L GEND.GENERAL NOTES 5. SEE S-002 FOR LOAD SCHEDULES. v m rn 6. SEE S-500 DRAWING SERIES FOR TYPICAL DETAILS. n cr 7. CONTRACTOR IS RESPONSIBLE TO COORDINATE N ME�� O C� FRAMING WITH MECHANICAL, PLUMBING AND ELECTRICAL SYSTEMS. 8. ALL STEEL POSTS TO BE BRACED AT EACH FLOOR v LEVEL. O 9. COORDINATE EXACT SIZE AND LOCATION OF ALL SOLAR/PV PANELS AT ROOF WITH ARCHITECTURAL AND MEP DRAWINGS.COORDINATE SOLAR/PV PANEL WEIGHTS WITH PURCHASED UNITS. U n 11 10. ALL EXTERIOR STEEL TO BE FIELD SP R GENERAL O ESION S001 NTED IN SHOP AND Z+ 5,201 6<32,-10" SPECIFICATIONS FOR ALL ADDITIONAL INFORMATION. W 10X2 i 1 ROOF FRAMING PLAN _ �-103 1/4"= 1'-0" S � l 03 1 6.1 ROOF FRAMING 5.1 PLAN Fishers Island House A A' D C A A' O , 2680 Peninsula Road O O O Fishers Island' NY 06390 I II III I OB A A W 10x54 8 W 10x54 W 10X22 WBX15 ARCHITECT: T.O. STEEL _ T.O. STEEL W14X22 T.O. STEEL EL. 34'-9 3/4" �. EL. 4'-9 1/4" O W14X22 T.O. STEEL„ EL.34 9 3/4 3 EL.34 -9 3/4 Murphy Burnham&Buttricks Architects IN IN 48 West 37th Street. 14th Floor N x N N X N New York, NY 10018 X x X X Telephone 212.768.7676 X� Cn X v www.mbbarch.com , _ x _ _ _ _ Cn = cn = STRUCTURAL ENGINEER: N x 0 I X X XE bilman (n Cl) = I Silman T.O.CONCRETE T.O. CONCRETE = T.O. CONCRETE " W10X33[14] W10X15[8] T.O. CONCRETE 32 Old Slip, 10th Floor a, a EL.22 - 10 1/8 a, a EL.22 -10 1/8 J EL.22'- 10 1/8" W1 OX39[34] New York, NY 10005 al Telephone 212.620.7970 www.silman.com MEP ENGINEER: -I ELEVATION (WIND FRAME 1 ) ELEVATION (WIND FRAME 3) � -d )) 1/4"= 1'-0" 1/4"= 1'-0" RIVE ENGINEERS .ally, I Derive Enginners n 665 Broadway Suite 701 New York, NY 10012 8 _ Telephone 646.866.6933 www.deriveengineers.com CIVIL ENGINEER: ff a CHA 400 Capital Boulevard, Suite 301 ELEVATION (WIND FRAME 5) ELEVATION (WIND FRAME 6) Rocky Hill, CT 06067 Telephone 860.855.1055 14"= 1'-0" 1/4"= 1'-0" www.chacompanies.com 5.1 6.1 8.1 O O O W10X19 T.O.STEEL O O O EL.34'-9 3/4" I W10X60 T.O.STEEL rik W10X26 W1OX26 T.O. STEEL EL.32'- 10" EL.32'- 10" HSS18X6X3/8 HSS4X4X1/2 • N N � X x Cn X 00 _ = c� t i °�° X CIO N LO M C7 (n LO LO N X U) co Cn CO Cn Cn co cn = (n U) 2 2 T.O. CONCRETE T.O.STEEL rik T.O.CONCRETE 20'- 10 1/8" EL.22'- 10 1/8" 0F NErY r Ft' i = ao III I li � t� ELEVATION (WIND FRAME 10) ELEVATION (WIND FRAME E) ELEVATION (WIND FRAME H) ELEVATION (WIND FRAME C) �' 1/4"= 1'-0" 1/4"= 1'-0" 1/4"= 1'-0" P(conn)_ V(conn)_ M(conn)_ O CH ) O WIND FRAME I WIND FRAME 1 O O I CANT. W10X26 T.O.STEEL W10X26 W10X26 T.O. STEEL W10X26 W1OX26 T.O.STEEL EL.32 - 10 .L EL.32'- 10" EL.32'- 10" No. Date Issue co Go x 04.14.2023 Buidling Department Submittal x x x x x X X ° to ,n r r L0 = 2 I 2 2 2 2 O EL.22'- 10 1/8" = T.O.CONCRETE T.O.CONCRETE T.O. CONCRETE a /� EL.20'-5 3/4" ;$ : : i. NOTES: 1. CONNECTION TO BE DESIGNED FOR FULL VALUE OF M(conn)GIVEN IN LATERAL FRAME ELEVATION. THE 1/3 ALLOWABLE STRESS INCREASE SHALL NOT BE APPLIED. 2. M(conn)SHALL BE INCREASED TO ACCOUNT FOR ECCENTRICITY OF THE SHEAR LOAD V(conn)x DISTANCE OF CENTERLINE OF BOLT GROUP IN BEAM WEB TO BACK OF DOUBLE ANGLE SHEAR CONNECTION. ELEVATION (WIND FRAME 8.1 ) ELEVATION WIND FRAME 6.1 TYPICAL MOMENT FRAME ELEVATION 1/4"= 1'-0" 1/4"= 1'-0" ELEVATION (WIND FRAME 1) N.T.S. 1/4"= 1'-0" WIND FRAME NOTES: 1. SEE PLAN FOR COLUMN ORIENTATION 2. SEE S-500 AND S-600 DRAWINGS SERIES FOR COLUMN BASE PLATE INFORMATION AND TYPICAL DETAILS. 3. SEE S-500 AND S-600 DRAWING SERIES FOR ANCHOR BOLT DETAILS. 4. CONNECTION VALUES:Pconn=ULTIMATE AXIAL LOAD(IN KIPS)Vconn=ULTIMATE SHEAR LOAD(IN KIPS) Mconn= ULTIMATE MOMENT(IN KIP-FEET) 5. CONNECTIONS TO BE DESIGNED FOR VALUE OF Mconn GIVEN IN ELEVATION.THE 1/3 STRESS INCREASE SHALL NOT BE APPLIED. 6. Mconn SHALL BE INCREASED TO ACCOUNT FOR EXXENTRICITY OF THE SHEAR LOAD(Vconn)TIMES DISTANCE OF CENTERLINE OF BOLT GROUP IN BEAM WEB TO BACK OF DOUBLE ANGLE SHEAR CONNECTION. 7. ALL CONNECTION DESIGN VALUES INDICATED IN THE WIND FRAME ELEVATIONS HAVE BEEN FACTORED USING THE LRFD LOAD FACTORS INDICATED IN SECTION 2.0 OF ASCE-98 8. ALL STEEL CONNECTIONS SHALL BE DESIGNED AS SET FORTH IN THE GENERAL NOTES ON SHEET S-001 AND IN S �201 THE TYPICAL DETAILS, UNLESS OTHERWISE OTED IN PLAN, ELEVATION, SECTION OR DETAIL. 9. TJI/ENGINEERED LUMBER FLOOR AND ROOF ASSEMBLIES AND ASSOCIATED FRAMING NOT SHOWN FOR STRUCTURAL CLARITY, REFERENCE PLAN DRAWINGS AND SECTION SHEETS FOR ALL ADDITIONAL INFORMATION. 10. BEAM WEB PENETRATIONS NOT SHOWN FOR CLARITY, REFENCE PLAN DRAWINGS AND TYPICAL BEAM WEB ELEVATIONS PENETRATION DETAIL IN S-500 SERIES FOR ALL ADDITIONAL INFORMATION. 11. SEE S-600 SERIES FOR COLUMN SCHEDULE AND COLUMN BASE PLATE DESIGNATIONS. COMPOSITE STEEL BEAM; SEE COMPOSITE STEEL BEAM; SEE COMPOSITE STEEL BEAM; SEE COMPOSITE STEEL BEAM; SEE Fishers Island House A PLAN FOR SIZE AND STUDS; PLAN FOR SIZE AND STUDS; PLAN FOR SIZE AND STUDS; O PLAN FOR SIZE AND STUDS; 2680 Peninsula Road SEE TYPICAL DETAIL IN S500 SEE TYPICAL DETAIL IN S500 SEE TYPICAL DETAIL IN S500 SEE TYPICAL DETAIL IN S500 Fishers Island, NY 06390 DRAWING SERIES FOR DRAWING SERIES FOR j DRAWING SERIES FOR DRAWING SERIES FOR ADDITIONAL INFORMATION ADDITIONAL INFORMATION ADDITIONAL INFORMATION ADDITIONAL INFORMATION O A' A A' I I I ARCHITECT: SLAB ON METAL DECK WITH O SLAB ON METAL DECK WITH I I SLAB ON METAL DECK WITH SLAB W. METAL DECK CONT. POURSTOP; I I W.W.R.'SEE S500 DRAWING W.W.R.;SEE S500 DRAWING W.W.R.;SEE S500 DRAWING I WITH W.W.R.; SEE S500 SERIES FOR TYPICAL DETAIL DRAWING SERIES FOR TYPICAL SERIES FOR TYPICAL DETAIL SERIES FOR TYPICAL DETAIL CONT. POURSTOP; CONT. POURSTOP; CONT.POURSTOP; TYPICAL TYPICAL DETAIL TYPICAL I I T.O.SLAB TYPICAL T.O.SLAB T.O. SLAB I I � T.O. SLAB _ _ _ _ Murphy Burnham&Buttricks Architects *41 d p ° d ° #5 @TOP ° d d 11 ° T.O. STL 48 West 37th Street. 14th Floor d T° EL.SEE PLAN �' °�` a ° EL. SEE PLAN �` EL.SEE PLAN d EL. SEE PLAN New York, NY 10018 T.O. STL i d T.O. STL COURSE; TYPICAL EL.SEE PLAN COLUMN TO BEAR EL. SEE PLAN Telephone 212.768.7676 EL.SEE PLAN ON TOP OF STEEL #5 @TOP COURSE; ° � BEAM; PROVIDE I www.mbbarch.com TYPICAL °. d ° #5 @TOP COURSE; ° I e ° TYPICAL WEB STIFFENERS ° \ AT EACH SIDE OF o `— END PLATE; SEE TYPICAL DETAIL BEAM WEB THAT STRUCTURAL ENGINEER: d Q d BEAM BEARING PLATE; SEE ALIGN WITH WALLS O IN S500 DRAWING SERIES BEAM BEARING PLATE; SEE d ° a ° d ° TYPICAL DETAIL IN S500 DRAWING ° OF COLUMN ABOVE; ° TYPICAL DETAIL IN S500 DRAWING SERIES TYPICAL SERIES ° INSULATED CONCRETE FORM ° INSULATED CONCRETE #5 @ TOP COURSE;TYPICAL ° INSULATED CONCRETE FORM Sitman Ila WALLS; SEE S600 SERIES FOR FORM WALLS;SEE S600 WALLS; SEE S600 SERIES FOR 32 Old Slip, 10th Floor REINFORCING FOR CONCRETE SERIES FOR REINFORCING FOR CONCRETE New York, NY 10005 CORE AND SEE ARCHITECTURAL REINFORCING FOR CORE AND SEE ARCHITECTURAL Telephone 212.620.7970 p d DRAWINGS FOR ALL ADDITIONAL CONCRETE CORE AND DRAWINGS FOR ALL ADDITIONAL www.silman.com d ° ° d INFORMATION d SEE ARCHITECTURAL d INFORMATION INSULATED CONCRETE , °.°' d a ; . d DRAWINGS FOR ALL .d ° FORM WALLS;SEE S600 ° ADDITIONAL INFORMATION SERIES FOR _ MEP ENGINEER: REINFORCING FOR d d DERIVE CONCRETE CORE AND ENGINEERS SEE ARCHITECTURAL ' ° ° REINFORCED CONCRETE PIER; SEE a ° a d ° ° PLAN FOR SIZE AND SCHEDULE IN DRAWINGS FOR ALL °° '� d '• I i • ADDITIONAL S600 SERIES FOR REINFORCING ° ° ° ° Derive Enginners INFORMATION 665 Broadway Suite 701 New York, NY 10012 d d. d Telephone 646.866.6933 ° www.deriveengineers.com d CIVIL ENGINEER: ° d d • ° CHA 400 Capital Boulevard, Suite 301 ° SLAB ON GRADE WITH Rocky Hill, CT 06067 SLAB ON GRADE WITH W.W.R.; SLAB ON GRADE WITH W.W.R.;SEE ' W.W.R.;SEE S500 ° SEE S500 DRAWING SERIES S500 DRAWING SERIES FOR ° ' DRAWING SERIES FOR SLAB ON GRADE WITH W.W.R.;SEE Telephone 860.855.1055 WATERSTOP ° WATERSTOP ° WATERSTOP ° TYPICAL DETAIL WATERSTOP ° S500 DRAWING SERIES FOR www.chacompanies.com FOR TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL °, T.O.SLAB T.O. SLAB T.O.SLAB T.O. SLAB UL �' EL. SEE PLAN ° —" — — T° EL. SEE PLAN d -- - — EL. SEE PLAN — — — T° EL.SEE PLAN ° ° Tc' ° °°' d ° d' •r ° d ° c ° ° d d SEE PIER FOOTING °° SEE WALL FOOTING d SEE WALL FOOTING ° SEE WALL FOOTING ° ° SCHEDULE IN S600 d ° ° SCHEDULE IN S600 a. d SCHEDULE IN S600 a .14 a ° SCHEDULE IN S600 SERIES FOR ° ° d' #5 @BOTTOM SERIES FOR d a #5 @ BOTTOM COURSE;TYPICAL SERIES FOR Q #5 @BOTTOM COURSE;TYPICAL SERIES FOR d ° ' °' #5 @BOTTOM COURSE;TYPICAL REINFORCING AND A REINFORCING AND ° REINFORCING AND WALL DOWELS; SIZE AND REINFORCING AND °' Q WALL DOWELS; SIZE AND SPACING DETAILS COURSE;TYPICAL DETAILS WALL DOWELS; SIZE AND SPACING DETAILS �� SPACING TO MATCH MAIN DETAILS TO MATCH MAIN WALL BALLS; TO MATCH MAIN WALL BALLS; ° i .,'. WALL BALLS;ALTERNATE ALTERNATE BEND DIRECTION IN ° ° ALTERNATE BEND DIRECTION IN ° d FOOTING;TYPICAL ° _ d ° d BEND DIRECTION IN ,a °__—'_;°- a FOOTING; TYPICAL -•—— FOOTING;TYPICAL —�- d B.O. FTG ° d °a .d B.O. FTG ° .° Qa. . B.O. FTG ° ° aa4. B.O. FTG EL. SEE PLAN EL.SEE PLAN EL.SEE PLAN J EL.SEE PLANWALL J TO MATCCH MAINSIZE AND WALL BALLS ACING 4 SECTION ALTERNATE BEND DIRECTION IN S-301 3/4"= 1 SECTION FOOTING;TYPICAL z SECTION 3 SECTION �-3013/4"= 1'-0" S-301 3/4"= V-0" �-3013/4"= V-0" 10 10 0 SLAB ON METAL DECK WITH SLAB ON METAL DECK O A W.W.R.;SEE S500 DRAWING A A' SLAB ON METAL DECK SLAB ON METAL DECK WITH W.W.R.;SEE DECK SERIES FOR TYPICAL DETAIL WITH W.W.R.;SEE S500 WITH W.W.R.; SEE S500 500 DRAWING SERIES FOR DRAWING SERIES FOR DRAWING SERIES FOR TYPICAL DETAIL TYPICAL DETAIL 'C TYPICAL DETAIL �G� ��r CONT. T.O.S CONT. /c 4pp��s�"J,A LAB POURSTOP; T.O. SLAB ry, POURSTOP;P; TYPICAL CONT. POURSTOP; TYPICAL � ° EL. SEE PLAN �''° EL. SEE PLAN CONT. POURSTOP; — — — TYPICAL T.O. SLAB TYPICAL T.O.SLAB __ _ x-- --max tt. ip EL. SEE PLAN ° EL.SEE PLAN d CONT.#4 NOSING ° CONT.#4 NOSING BAR; TYPICAL BAR;TYPICAL Q lggg6 ° TYPICAL #4 NOSING BAR; CONT.#4 NOSING BAR; L-DOWELS INTO WALL; L-DOWELS INTO WALL S81t� TYPICAL d TYPICAL o , I ° ° SIZE AND SPACING TO a SIZE AND SPACING TO L-DOWELS INTO WALL; SIZE AND L-DOWELS INTO WALL;SIZE AND #5 @TOP MATCH VERTICAL WALL j MATCH VERTICAL WALL #5 TOP COURSE; • SPACING TO MATCH VERTICAL ° SPACING TO MATCH VERTICAL COURSE;TYPICAL BARS BARS @ #�5@ TOP COURSE; : WALL BARS ° REINFORCED ° TYPICAL WALL BARS #5 @TOP COURSE;TYPICAL a CONCRETE BEAM INSULATED CONCRETE FORM °' LINTEL INTEGRAL ° .. WITH ICF; SEE S500 UL WALLS;SEE S600 SERIES FOR DRAWINGS FOR • REINFORCING FOR CONCRETE ALL ADDITIONAL CORE AND SEE ARCHITECTURAL INFORMATION DRAWINGS FOR ALL ADDITIONAL a d INFORMATION d ° ° ° I ° I d d ,° I d e I 0 d d d d • i d ° ° INSULATED CONCRETE INSULATED CONCRETE FORM WALLS;SEE S600 FORM WALLS;SEE S600 No. Date Issue SERIES FOR SERIES FOR TT11'ITT REINFORCING FOR ° a REINFORCING FOR • ° SLAB ON GRADE WITH W.W.R.;SEE CONCRETE CORE AND , , CONCRETE CORE AND SEE ARCHITECTURAL SEE ARCHITECTURAL INSULATED CONCRETE 04.14.2023 Buidling Department Submittal WATERSTOP d ° S500 DRAWING SERIES FOR d • ° DRAWINGS FOR ALL ° ° DRAWINGS FOR ALL FORM WALLS;SEE S600 TYPICAL DETAIL ADDITIONAL INFORMATION ADDITIONAL INFORMATION SERIES FOR _ REINFORCING FOR CONCRETE CORE AND T.O. SLAB SEE ARCHITECTURAL ° — ° '° EL.SEE PLAN d• DRAWINGS FOR ALL ADDITIONAL INFORMATION SEE WALL FOOTING • a SCHEDULE IN S600 ° d � '' I #5 @BOTTOM COURSE;TYPICAL SERIES FOR REINFORCING AND WALL DOWELS;SIZE AND SPACING ° SLAB ON GRADE WITH SLAB ON GRADE WITH SLAB ON GRADE WITH DETAILS / TO MATCH MAIN WALL BALLS; W.W.R.;SEE S500 W.W.R.; SEE S500 W.W.R.; SEE S500 ALTERNATE BEND DIRECTION IN DRAWING SERIES FOR DRAWING SERIES FOR DRAWING SERIES FOR ° ° d FOOTING;TYPICAL a • TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL o a a . ° B.O. FTG d4' d d EL.SEE PLAN T.O.SLAB T.O. SLAB T.O.SLAB ° EL. SEE PLAN — _ ° — — EL.SEE PLAN — — — EL. SEE PLAN WATERSTOP '. a ° WATERSTOP °' WATERSTOP d 4. #5 @ BOTTOM COURSE;TYPICAL 5 SECTION SEE WALL FOOTING ° °' WALL DOWELS; SIZE AND SEE WALL FOOTING 1 ° ° — #5 @ BOTTOM COURSE;TYPICAL SEE WALL ° SCHEDULE IN S600 ° d SPACING TO MATCH MAIN FOOTING ° #5 @ BOTTOM COURSE;TYPICAL SERIES FOR °' WALL BALLS ALTERNATE SCHEDULE IN S600 a °. d d SCHEDULE IN S600 ° d REINFORCING AND BEND DIRECTION IN SERIES FOR ° WALL DOWELS; SIZE AND SERIES FOR d a REINFORCING AND REINFORCING AND DETAILS ° FOOTING;TYPICAL DETAILS d SPACING TO MATCH MAIN DETAILS WALL BALLS;ALTERNATE d WALL DOWELS; SIZE AND BEND DIRECTION IN SPACING TO MATCH MAIN d v ° ° ° d FOOTING;TYPICAL 'a' ° ° ° ° , WALL BALLS;ALTERNATE BEND DIRECTION IN FOOTING;TYPICAL d B.O. FTG B.O. FTG d ° B.O. FTG rik EL.SEE PLAN EL. SEE PLAN EL.SEE PLAN S -301 FOUNDATION 6 SECTION 7 SECTION 8 SECTION SECTIONS S-301 3/4"= 1'-0" -301 S 3/4"= 1'-0" S-301 3/4"= 1'-0" Fishers Island House 0 0 O g 2680 Peninsula Road Fishers Island, NY 06390 I I i I CONC.SLAB ON I CONC. SLAB ON CONC. SLAB ON ARCHITECT: j METAL DECK, I CONT. I METAL DECK, � METAL DECK, Bl;�' SEE PLAN POURSTOP; SEE PLAN SEE PLAN CONT. I TYPICAL —"—"—- — ' - --"— - T.O.SLAB _—-—-—"—" CONT. _ _ —_ — _ — _ Murphy Burnham& Buttricks Architects POURSTOP; I T.O. SLAB POURSTOP; T.O.SLAB TYPICAL x--��x' EL.SEE PLA— NN I ° EL. SEE PLAN TYPICAL ° ° ° — EL. SEE PLAN 48 West 37th Street. 14th Floor __ I ° New York, NY 10018 Telephone 212.768.7676 CONT.#4 NOSING A d CONT.#4 NOSING CONT.#4 NOSING www.mbbarch.com BAR; TYPICAL ° BAR;TYPICAL a ° �� ° BAR;TYPICAL ', I_-DOWELS INTO WALL; '° T L-DOWELS INTO WALL; L-DOWELS INTO WALL; STRUCTURAL ENGINEER: #5 @ TOP COURSE; SIZE AND SPACING TO #5 @TOP COURSE; SIZE AND SPACING TO d ° � SIZE AND SPACING TO • a° MATCH VERTICAL WALL MATCH VERTICAL WALL ° #5 @ TOP COURSE; MATCH VERTICAL WALL TYPICAL ° ° TYPICAL 13ARS A TYPICAL ° BARS BARS i mala ° d . ° d • Silman d ° 32 Old Slip, 10th Floor * New York, NY 10005 ° Telephone 212.620.7970 a www.silman.com MEP ENGINEER: ° [DERIVE ENGINEERS d Derive Enginners 665 Broadway Suite 701 New York, NY 10012 INSULATED CONCRETE °. °•a a CONCRETE PIER, . INSULATED CONCRETE Telephone 646.866.6933 FORM WALLS;SEE S600 SEE PLAN FORM WALLS; SEE 8600 www.deriveengineers.com SERIES FOR SERIES FOR ° REINFORCING FOR ° °.', � ° REINFORCING FOR • CONCRETE CORE AND • d 4 °° SEE ARCHITECTURAL a ° ' d' CONCRETE CORE AND .41 DRAWINGS FOR ALL ° °° ° DRAWSEE INGS FOR ALL a CIVIL ENGINEER: ADDITIONAL INFORMATION ° ADDITIONAL INFORMATION At ° ° ° ad a ° CHA INSULATED CONCRETE 400 Capital Boulevard, Suite 301 SLAB ON GRADE WITH ° ° d FORM WALLS; SEE S600 Rock Hill CT 06067 W.W.R.; SEE S500 ° ° ' °° ° W.W.R.; EERASDOE WITH . ° a Y DRAWING SERIES FOR ° d o° : :.a ° DRAWING SERIES FOR ° ° SERIES FOR REINFORCING FOR Telephone 860.855.1055 T`rPICAL DETAIL d TYPICAL DETAIL ° CONCRETE CORE AND www.chacompanies.com a e SEE ARCHITECTURAL ° a DRAWINGS FOR ALL WATERSTOP d ° .° SEE PIER FOOTING WATERSTOP ° ADDITIONAL INFORMATION T.O.SLAB T.O.SLAB EL.SEE PLAN ° ° SCHEDULE IN S600 ° ° _ _ _ _ _ — SERIES FOR EL. SEE PLAN SEE WALL FOOTING d. ° °d ° REINFORCING SEE WALL FOOTING SCHEDULE IN S600 #Ei BOTTOM COURSE;TYPICAL a °.d °E7DETAILS SCHEDULE IN S600 " @ ° #5 BOTTOM M BTYPICAL SERIES FOR a °. ' SERIES FOR ° @COURSE; • REINFORCING AND ° ,a WALL DOWELS; SIZE AND REINFORCING AND ° a DETAILS ° SPACING TO MATCH MAIN a d m $' DETAILS d ° SLAB ON GRADE WITH WALL BALLS;ALTERNATE ° d d' d° g DRAWING SERIES FOR d° p BEND DIRECTION IN ° '°. . . ° n . . d°. ° --- FOOTING;TYPICAL B.O. FTG ----*- °� 4 �° ° •' �' -III—I - / °• , •° ° •° ° ° TYPICAL DETAIL ° B.O. FTG EL. SEE PLAN °d . ° °' B.O. FTG T.O.SLAB ° I1 I I=1 I ICI I I�I I I1 � IIIIIIIIIIII—I I EL..SEE PLAN III—I I—III— I I I EL. SEE PLAN _ =5 ° - - EL. SEE PLAN ° WALL DOWELS; SIZE AND WATERSTOP SPACING TO MATCH MAIN ° + e Aa a WALL BALLS;ALTERNATE 1 SECTION 2 SECTION BEND DIRECTION IN a ° ° #5 @BOTTOM COURSE;TYPICAL S-302 3/4"= 1'-0" S-302 3/4"= 1'-0" SCHEDULE IN S600 FOOTING,TYPICAL SEE WALL G d d SERIES FOR ° a REINFORCING AND DETAILS ° ° a ° d ' d ° B.O. FTG - III—III I - EL. SEE PLAN �OF NE r CO O,A WALL DOWELS; SIZE AND SPACING TO MATCH MAIN C:ONC.SLAB ON WALL BALLS;ALTERNATE BEND DIRECTION IN CONC. SLAB ON FOOTING;TYPICAL fi METAL DECK, METAL DECK, B9$$$ SEE PLAN SEE PLAN CONT. CONT. POURSTOP; ' POURSTOP; TYPICAL - - - -- -- - - - - - T.O. SLAB TYPICAL - — - — - — - — - - T.O. SLAB — -� EL.SEE PLAN °� °, a — EL.SEE PLAN 3 SECTION T.O.STL _._..._.. EL.SEE PLAN S-302 3/4"= 1'-0" O #5 @ TOP ° COURSE; TYPICAL ° COMPOSITE STEEL BEAM; SEE PLAN FOR SIZE AND ° STUDS;SEE TYPICAL DETAIL a IN S500 DRAWING SERIES d FOR ADDITIONAL ° INFORMATION '. ° d i INSULATED CONCRETE FORM WALLS;SEE S600 a a SERIES FOR No. Date Issue ° REINFORCING FOR CONCRETE CORE AND ° . SEE ARCHITECTURAL 04.14.2023 Buidling Department Submittal DRAWINGS FOR ALL ° ADDITIONAL INFORMATION I a i SLAB ON GRADE WITH • SLAB ON GRADE WITH W.W.R.; SEE S500 W.W.R.;SEE S500 DRAWING SERIES FOR DRAWING SERIES FOR r(PICAL DETAIL ° TYPICAL DETAIL ° T.O. SLAB T.O. SLAB — EL00; . SEE PLAN - °"`- — —x EL.SEE PLAN Ulu WATERSTOP ° WATERSTOP ° ° - INSULATED CONCRETE FORM WALLS; ° • °° ° SEE S600 SERIES FOR REINFORCING ° SEE WALL FOOTING d • ° FOR CONCRETE CORE AND SEE SEE WALL FOOTING , a #5 @ BOTTOM COURSE;TYPICAL SCHEDULE IN S600 d ARCHITECTURAL DRAWINGS FOR ALL SCHEDULE IN S600 d, SERIES FOR d ADDITIONAL INFORMATION SERIES FOR a REINFORCING AND REINFORCING AND ' DETAILS - #5 @ BOTTOM COURSE;TYPICAL DETAILS °. d a. •, d c e a ° d • d • � ° •°° B.O.FTG •. •Q • ' , . ,° � �°° B.O. FTG _ I I I I I I I I I I I I I I I I I I I EL.. SEE PLAN I I I1 I I I I I I I I- EL.SEE PLAN WALL DOWELS; SIZEAND WALL DOWELS; SIZE AND SPACING TO MATCH MAIN SPACING TO MATCH MAIN WALL BALLS;ALTERNATE WALL BALLS;ALTERNATE )TIN BEND DIRECTION IN BEND DIRECTION IN FOOTING;TYPICAL FOOTING;TYPICAL S 3 uAft 2 FOUNDATION 4 SECTION r5 SECTION�-302 SECTIONS 3/4"= 1'-01, S-302 3/4"= 1'-0" CONC.SLAB ON , Fishers Island House O METAL DECK, CONT. POURSTOP; 2680 Peninsula Road POURSTOP; SEE PLAN TYPICAL TYPICAL CONC. SLAB ON Fishers Island, NY 06390 TYPICAL METAL DECK, -—-—-— - - -- T.O. SLAB SEE PLAN a — — EL. SEE PLAN ARCHITECT: ° - T.O. SLAB --- - ° • a --- EL. SEE PLAN MV -- Murphy Burnham& Buttricks Architects CONC.SLAB ON CONC.SLAB ON ° ° °° •` , d' . ; 48 West 37th Street. 14th Floor METAL DECK, METAL DECK, ° a New York, NY 10018 SEE PLAN SEE PLAN Telephone 212.768.7676 • •° ° ° ° www.mbbarch.com CONT. POURSTOP; CONT.POURSTOP; ° a d TYPICAL T.O.SLAB TYPICAL T.O. SLAB ° EL. SEE PLAN -x- - — EL. SEE PLAN d . ° COMPOSITE STEEL BEAM; ° a SEE PLAN FOR SIZE AND STRUCTURAL ENGINEER: • ° 4 STUDS;SEE TYPICAL e - + DETAIL IN S500 DRAWING #5 @TOP COURSE; a a d ° SERIES FOR ADDITIONAL INFORMATION ImajUL TYPICAL REINFORCED ° Silman °° ° ° 32 CONCRETE BEAM a a New CYorkpNY 10005 Floor LINTEL INTEGRAL WITH ICF;SEE PLAN °a ° ° °° CONCRETE FOUNDATION p FOR DESIGNATION ° ° ° a AT FIREPLACE WITH#4 @ Telephone 212.620.7970 AND SCHEDULE IN a ° °° d ° DIRECTIONI AND AT EACH N EACH WWWsilman.com , S600 SERIES FOR d REINFORCING m;° „Q °° °• FACE; SEE PLAN AND S600 MEP ENGINEER: SERIES FOR • REINFORCING AND L,t R I V E a ° •m'° ° ° ° e DETAILS ° Q ENGINEERS a ,a Derive Enginners 665 Broadway Suite 701 a New York, NY 10012 Telephone 646.866.6933 ° www.deriveengineers.com INSULATED CONCRETE : REINFORCED CONCRETE ° °_. °� d CIVIL ENGINEER: FORM WALLS; SEE S600 WALL;SEE S600 SERIES ° a SERIES FOR a FOR REINFORCING REINFORCING FOR a ° �"' �' ° CONCRETE CORE AND 9 ° �, . °'. SLAB ON GRADE WITH U SEE ARCHITECTURAL W.W.R.; SEE S500 DRAWINGS FOR ALL , ° 4 ° DRAWING SERIES FOR CHA ADDITIONAL INFORMATION d', ° TYPICAL DETAIL 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 ° . °.. • Telephone 860.855.1055 • www.chacompanies.com d a i T.O.SLAB d ° aX dd X e' a ° X— °, ° d ° °e - x-�x-°-x ,x —x—.x EL. SEE PLAN SLAB ON GRADE WITH SLAB ON GRADE WITH SLAB ON GRADE WITH d ' ° ° ° ° ° ° W.W.R.;SEE S500 W.W.R.;SEE S500 W.W.R.;SEE S500 WALL DOWELS; SIZE AND Fir VIS DRAWING SERIES FOR ° �'. DRAWING SERIES FOR g . DRAWING SERIES FOR ° SPACING TO MATCH MAIN TYPICAL DETAIL TYPICAL DETAIL TYPICAL DETAIL WATERSTOP ° d „ . • ° ,° a ° WALL BALLS;ALTERNATE d a BEND DIRECTION IN T.O. SLABa. T.O.SLAB a a °. •a° . • FOOTING;TYPICAL ° ° e d EL. SEE PLAN T.O.SLAB ° _ a d . ° B.O. FTG S —x EL.SEE PLAN x Q°x—x=x—�-. ,' -x—,x°�.�xa 1 .4dx—° x EL. SEE PLAN EL.SEE PLAN -I I III—IIIIIII I I— WATERSTOP ° WATERSTOP ad �d INSULATED CONCRETE ' ° - #5 @ BOTTOM COURSE;TYPICAL WATERSTOP • 'a FORM WALLS; SEE S600 .. SEE WALL FOOTING SEE WALL FOOTING • ° SERIES FOR WALL DOWELS; SIZE AND SCHEDULE IN S600 SCHEDULE ° REINFORCING FOR SEE WALL FOOTING °. d WALL DOWELS;SIZE AND SEE WALL FOOTING SPACING TO MATCH MAIN SERIES FOR LE IN S600 SCHEDULE IN S600 ° _ ° SPACING TO MATCH MAIN SCHEDULE IN S600 WALL BALLS;ALTERNATE REINFORCING AND ° CONCRETE CORE AND ° ' SERIES FOR SERIES FOR WALL BALLS;ALTERNATE SERIES FOR REINFORCING AND = SEE ARCHITECTURAL REINFORCING AND ° BEND DIRECTION IN REINFORCING AND BEND DIRECTION IN DETAILS DETAILS DRAWINGS FOR ALL DETAILS ° FOOTING;TYPICAL DETAILS ' FOOTING;TYPICAL ADDITIONAL INFORMATION ° ° d ° A' #5 @ BOTTOM COURSE'TYPICAL d' ° ' ° ° e ' B.C. FTG d a .° ° B.O. FTG d ° � �, °' � B.O. FTG � III—I I - I- EL. SEE PLAN I l I ) I III- EL.SEE PLAN ( I I—III—III— I— EL. SEE PLAN WALL DOWELS;SIZE AND SPACING TO MATCH MAIN WALL BALLS;ALTERNATE O� N� BEND DIRECTION IN FOOTING; �r TYPICAL 1 ��\�,�E1,R 4ppc��tCJ,A ry SECTION 2 SECTION 3 SECTION 4 SECTION S-303 3/4"= 1'-0" S-303 3/4"= 1'-0" �-303 3/4"= 1'-0" S-303 3/4"= 1'-0" r a O l5g�88 �. O LINE OF SLAB ON GRADE AT FOUNDATION WALL BEYOND T.O.SLAB INSULATED CONCRETE T.O.SLAB � SERIES ES FOR SEE S600 EL. SEE PLAN x $ �x--�x� ;x—x - ° a d° I RAMP SLAB WITH Qx Q x—x—x-J x- EL. SEE PLAN REINFORCING FOR °° W.W.R.;SEE S500 ° CONCRETE CORE AND • ! I DRAWING SERIES FOR d• • I ° •� SEE ARCHITECTURAL ' d I TYPICAL DETAIL , DRAWINGS FOR ALL No. Date Issue SLAB ON GRADE WITH ADDITIONAL INFORMATION a d� tl r SLAB ON GRADE WITH ; ° W.W.R.; SEE S500 °� a • W.W.R. SEE S500 DRAWING SERIES FOR • ° : SLAB ON GRADE WITH 04.14.2023 Buidling Department Submittal d. . a -� I DRAWING SERIES FOR ° TYPICAL DETAIL REINFORCED d . ° I CONCRETE WALL °• d W.W.R.;SEE S500 ° e ° TYPICAL DETAIL AT PLANTER;SEE • q DRAWING SERIES FOR ° PLAN FOR d ° TYPICAL DETAIL T.O.SLAB T.O.SLAB DESIGNATION AND . • T.O.SLAB -a Xd:x--x—x—x�—x— x--��x—, ° x—x—x—x=- —x-- ,-x x . , I�—° x---�x-�-x—x EL.SEE PLAN ° ° -��xa—x,— =x EL. SEE PLAN SCHEDULE IN S600 • — EL.SEE PLAN �J ed ° .° 'a, 'Q ° a °"°.. SERIES FOR 'd ° a = � —� —� WATERSTOP REINFORCING WATERSTOPIIIIII—III—III—I 1 11 1 11 1 1-1 1 1—I 1 1-1 1 1-1 1 1-1 1 1-1 1 1-1 1 11 1 1 1 1 1 1 1 11 1 11 1 11 1 11 1 1I I i ,i i ,i, i i SIZE AND SPACING m d. WATERSTOP ° 1/4 d COURSE TYPICALLINE OFCONCRETE --�; I SEE WALL FOOTING EE WALL FOOTING SEE WALL FOOTING FOUNDATION WALL ( I °' WALL DOWELS;SIZE AND d ° a ° ° CHEDULE IN TINSCHEDULE IN S600 SCHEDULE IN S600 6SERIES FOR �' BEYOND I I SERIES FOR SPACING TO MATCH MAIN WATERSTOP REINFORCING AND ° • REINFORCING AND d WALL BALLS;ALTERNATE °• ERIES FOR DETAILS DETAILS a BEND DIRECTION IN ° EINFORCING AND d' ° ° ° FOOTING;TYPICAL ° ° a ' DETAILS ° a'. n d 4 d B.O. FTG ° ° ° ad B.O. FTG B.O. FTG ° ° °. a. a ° ° _ d ° d B.O. FTG WALL I I III I I I I III I I I- SPACING DOWELS;MATCH MAIN AND EL. SEE PLAN I —III— I I—I EL. SEE PLAN EL.SEE PLAN EL.SEE PLAN MAIN I I-III-III-III-III- -i I iIlii i ii i i_i i i_ -� � �- - -� � -� -�WALL BALLS;ALTERNATE BEND DIRECTION IN WALL DOWELS;SIZE AND WALL DOWELS;SIZE AND FOOTING;TYPICAL SPACING TO MATCH MAIN SPACING TO MATCH MAIN WALL BALLS;ALTERNATE WALL BALLS;ALTERNATE BEND DIRECTION IN BEND DIRECTION IN FOOTING;TYPICAL FOOTING;TYPICAL 5SECTION 6 SECTION � SECTION S -3 uAd'%' 3 �-303 3/4"= 1'-0" S-303 3/4"= 1'-0" S-303 3/4"= 1'-0" FOUNDATION SECTIONS Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 ARCHITECT: mv , 0 Murphy Burnham&Buttricks Architects 48 West 37th Street. 14th Floor New York, NY 10018 Telephone 212.768.7676 O � � www.mbbarch.com SLAB ON METAL DECK BEAM-SUPPORTED HSS COLUMN; STEP IN SLAB ON SLAB ON METAL DECK WITH W.W.R.;SEE I SEE S500 DRAWING SERIES FOR STRUCTURAL ENGINEER: METAL DECK; SEE WITH W.W.R.;SEE STEP IN SLAB ON S500 DRAWING STEP IN SLAB ON METAL I I TYPICAL DETAIL(SIM.) 6 SERIES FOR TYPICAL DECK;SEE S500 DRAWING S500 DRAWING S500 DRAWING METAL DECK; SEE SLAB ON METAL DECK WITH W.W.R.; MINI SERIES FOR TYPICAL SERIES FOR TYPICAL i S-301 S500 DRAWING SEE S500 DRAWING SERIES FOR DETAIL SERIES FOR TYPICAL DETAIL DETAIL(SIM.) DETAIL �� SERIES FOR TYPICAL TYPICAL DETAIL �Alman SLAB ON METAL DECK WITH W.W.R.; DETAIL(SIM.j—_— -— -— — T.O.SLAB T.O. SLAB -SEE S500 DRAWING SERIES FOR -—-— '— '— -—-—-— - — "— "— - — -— - T.O. SLAB Silman TYPICAL DETAIL 2 Old Slip, 10th EL.SEE PLAN _— — a T — — a — EL.SEE PLAN I — — _ ° T.O.SLAB T.O.SLAB I1 ' ' _ _ T.O.SLAB1. I I I EL. SEE PLAN New York, NY 10005 Floor EL, SEE PLAN 117 EL.SEE PLAN g TX EL. SEE PLAN `a — '� — Telephone 212.620.7970 " www.silman.com 7/__ L6x4x5/16 (L.L.V.)TO CONT. L4x4x5/16" SUPPORT HIGHER PROVIDE L4x4x5/16 DECK SUPPORT SLAB ON METAL DECK SLAB ON METAL DECK SLAB AT LOW STEEL; ANGLE AT EACH SIDE OF STEEL ( DECK SUPPORT MEP ENGINEER: ANGLE COMPOSITE STEEL WITH W.W.R.; SEE WITH W.W.R.;SEE COORDINATE EXTENT BEAM AT POST ABOVE LOCATION; DERIVE BEAM.; SEE PLAN FOR S500 DRAWING S500 DRAWING WITH PLAN TYPICAL COMPOSITE STEEL BEAM.; SEE PLAN SIZE AND STUD SERIES FOR TYPICAL SERIES FOR TYPICAL FOR SIZE AND STUD QUANTITY AND ENGINEERS QUANTITY AND SEE DETAIL DETAIL COMPOSITE STEEL COMPOSITE STEEL BEAM.; SEE PLAN SEE S500 DRAWING SERIES FOR S500 DRAWING BEAM.; SEE PLAN FOR FOR SIZE AND STUD QUANTITY AND TYPICAL DETAIL Derive Enginners SERIES FOR TYPICAL SIZE AND STUD SEE S50 DRAWING SERIES FOR 665 Broadway Suite 701 DETAIL QUANTITY AND SEE TYPICAL DETAIL New York, NY 10012 S500 DRAWING Telephone 646.866.6933 SERIES FOR TYPICAL www.deriveengineers.com DETAIL CIVIL ENGINEER: SECTION 3 �� .. 1 SECTION 2 SECTION S-401 3/4"= 1'-0" S-401 3/4"= 1'-0" S-401 3/4"= 1'-0" CHA 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com O STEP IN SLAB ON SLAB ON METAL DECK SLAB ON METAL DECK METAL DECK; SEE WITH W.W.R.;SEE WITH W.W.R.;SEE S500 DRAWING SLAB ON METAL DECK WITH W.W.R.; S500 DRAWING S500 DRAWING SERIES FOR TYPICAL SEE S500 DRAWING SERIES FOR SERIES FOR TYPICAL SERIES FOR TYPICAL DETAIL(SIM.) TYPICAL DETAIL DETAIL CONT. POURSTOP; DETAIL TYPICAL T.O.SLAB T.O. SLAB T.O.SLAB _ _ _ _ CONT. POURSTOP; OTT- EL.SEE PLAN EL.SEE PLAN A ° ° _ _ _ EL. SEE PLAN p TYPICAL T.O.SLAB ° EL.SEE PLAN d '— ° -\ L ---� SLAB ON METAL DECK WITH W.W.R.;SEE S500 \ —I DRAWING SERIES FOR \ TYPICAL DETAIL � — — T.O. SLAB T.O. SLAB CONT. L4x4x5/16"DECK COMPOSITE STEEL BEAM.; SEE PLAN ° EL. SEE PLAN EL.SEE PLAN SUPPORT ANGLE FOR SIZE AND STUD QUANTITY AND SEE S500 DRAWING SERIES FOR COMPOSITE STEEL COMPOSITE STEEL ,`�QE N�� j. TYPICAL DETAIL WT4x12 @ 24"O.C.;CUT TO S A E AND STUD BEAM.; SEE N FOR SIZE AND STUD BEAM.; SEE N FOR �1 4P FIT INSIDE STEEL BEAM QUANTITY AND S500 DRAWING SEE SLAB ON METAL DECK S500 DRAWING SEE' SLAB ON METAL DECK SERIES FOR TYPICAL WITH W.W.R.; SEE SERIES FOR TYPICAL WITH W.W.R.; SEE r. S50C D DETAIL COMPOSITE STEEL DRAWING DETAIL S500 DRAWING SERIES FOR TYPICAL COMPOSITE STEEL SERIES FOR TYPICAL BEAM.; SEE PLAN FOR DETAIL BEAM.; SEE PLAN FOR DETAIL 0 6988� y SIZE AND STUD SIZE AND STUD QUANTITY AND SEE QUANTITY AND SEE S500 DRAWING S500 DRAWINGES$�� SERIES FOR TYPICAL SERIES FOR TYPICAL DETAIL DETAIL 4 SECTION 5 SECTION 6 SECTION S-401 3/4"= 1'-0" S-401 3/4"= 1'-0" S-401 3/4"= 1'-0" O No. Date Issue 04.14.2023 Buidlin9 Department artment Submittal STEP IN SLAB ON METAL DECK;SEE STEP IN SLAB ON S500 DRAWING METAL DECK; SEE SERIES FOR TYPICAL SLAB ON METAL DECK WITH W.W.R.; S500 DRAWING SLAB ON METAL DECK WITH W.W.R.; DETAIL(SIM.) SEE S500 DRAWING SERIES FOR SERIES FOR TYPICAL SEE S500 DRAWING SERIES FOR TYPICAL DETAIL DETAIL(SIM.) TYPICAL DETAIL -- - - - - -- T.O.SLAB - - -- - -- - --- - - - - - T.O.SLAB — — _ -- EL. SEE PLAN a — EL.SEE PLAN T.O.SLAB I d T.O.SLAB e I. EL. SEE PLAN — EL. SEE PLAN — — °° d CONT. L4x4x5/16" SLAB ON METAL DECK I, DECK SUPPORT WITH W.W.R.; SEE S500 ANGLE DRAWING SERIES FOR COMPOSITE STEEL,BEAM.; SEE PLAN TYPICAL DETAIL FOR SIZE AND STUD QUANTITY AND COMPOSITE STEEL BEAM.; SEE PLAN SEE S500 DRAWING SERIES FOR CONT.L4x4x5/16"DECK FOR SIZE AND STUD QUANTITY AND TYPICAL DETAIL SUPPORT ANGLE SEE 8500 DRAWING SERIES FOR TYPICAL DETAIL WT4x12 @ 24"O.C.; CUT TO FIT INSIDE STEEL BEAM SECTION a SECTION S-401 SUPERSTRUCTURE S-401 3/4"= 1'-01, S-401 3/4"= 1'-0" SECTIONS Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 ARCHITECT: Lvi I P2 B Vd . , Murphy Burnham& Buttricks Architects 5.1 6.1 48 West 37th Street. 14th Floor Q New York, NY 10018 Telephone 212.768.7676 GALV.STEEL ROOF DECK; P.T.2x6 PARAPET SEE SLAB/DECK SCHEDULE www.mbbarch.com WITH PLYWOOD IN S600 SERIES SHEATHING ON STRUCTURAL ENGINEER: ' (—-� � - EACH SIDE; , TYPICAL ' P.T.2x6 PARAPET WITHIma. . 1/2"EXTERIOR _ �� Nil PLYWOOD I I PLYWOOD SHEATHING ON GRADE —_J - - -- -- - - - - -- -- - - --- - ---- ----------- I - - --- - - - -- _ ---- ----- SHEATHING; ( EACH SIDE;TYPICAL Silman TYPICAL OVER 1/2"EXTERIOR STEEL ROOF DECK _ T.O.STL T.O. STL GRADE PLYWOOD 32 Old Slip, 10th Floor New York, NY 10005 EL.SEE PLAN I EL. SEE PLAN TYPICAL OVER Telephone 212.620.7970 I 112" EXTERIOR GRADE STEEL ROOF DECK — — —-—- —_— —I www.silman.com L ' — ' PLYWOOD SHEATHING; GALV.STEEL ROOF I � - - -- ----- - --- - -- - -- - - ----- - - - - - -- — - DECK;SEE TYPICAL OVER STEEL ROOF I MEP ENGINEER: SLAB/DECK DECK I I STEEL BEAM;SEE DERIVE T.O.STL PLAN FOR SIZE -- - -11F SCHEDULE: IN S600 __- SERIES I I T.O.STL T.O. STL ENGINEERS EL.SEE PLAN 7EL SEE PLAN EL. SEE PLAN PROVIDE CLOSURE Derive Enginners PROVIDE CLOSURE STRIP AT STRIP AT EDGE PROVIDE CLOSURE GALV.STEEL ROOF I STRIP ALL ROOF 665 Broadway Suite 701 STRIP AT EDGE OF EDGE OF ALL ROOF DECK; ALL ROOF DECK; TYPICAL DECK;SEE SLAB/DECK DECK;TYPICAL New York, NY 10012 TYPICAL STEEL BEAM;SEE SEE SCHEDULE IN S600 SERIES Telephone 646.866.6933 STEEL BEAM; PLAN FOR SIZE PLAN FOR SIZE STEEL BEAM SEE www•deriveengineers.com STEEL BEAM;SEE PLAN FOR SIZE PLAN FOR SIZE CIVIL ENGINEER: 1 SECTION 2 SECTION QA �-402 3/4"= 1'-01, S-402 3/4"= 1'-0" 3 SECTION CHA �-402 3/4"= 1'-0" 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com 1/2"EXTERIOR GRADE O PLYWOOD SHEATHING; TYPICAL OVER:3TEEL ROOF DECK P.T.2x6 PARAPET WITH 1/2" EXTERIOR GRADE O' O 1/2"EXTERIOR GRADE GALV.STEEL ROOF PLYWOOD SHEATHING ON PLYWOOD SHEATHING; PLYWOOD SHEATHING; DECK;SEE SLAB/DECK EACH SIDE;TYPICAL TYPICAL OVER STEEL TYPICAL OVER STEEL SCHEDULE IN S600 ROOF DECK P.T.2x6 PARAPET WITH ROOF DECK SERIES HSS BEAM;SEE PLAN FOR PLYWOOD SHEATHING ON SIZE; PROVIDE L3x3x5/16 _ GALV.STEEL ROOF EACH SIDE;TYPICAL GALV. STEEL ROOF HSS BEAM; SEE DECK SUPPORT ANGLE DECK; SEE SLAB/DECK DECK; SEE SLAB/DECK PLAN FOR SIZE I- BETWEEN INTERSECTING SCHEDULE IN S600 SCHEDULE IN S600 BEAMS SERIES SERIES HSS BEAM; SEE PLAN FOR — -— 2X CURB AT SKYLIGHT; T.O.STL SIZE; PROVIDE L3x3x5/16 T.O.STL TYP. 3 SIDES - COORDINATE WITH ARCH ( EL.SEE PLAN DECK SUPPORT ANGLE ( EL. SEE PLAN BETWEEN INTERSECTING 1/4 _ - DRAWINGS 3 SIDES T.O. STL�� T.O. STL T.O.STL 1/4 BEAMS EL.SEE PLAN i p EL SEE PLAN -— - —- I EL.SEE PLAN _-_ - - - --- —� T.O.STL 1-- '_ — --------- ---------- I T.O.STL O ----'—"—' T.O. S L ,..�'... -- - - -- - -- - --- - ------ - - - - - - -- EL. SEEPLAN, -- --------------------- — II -------------------------------- -- - -------------------- - ----- - - - - - -- - _J EL.SEE PLAN --_--- - -- --- ------ - - - - - -- - -- — -------- ----------------- Li EL.SEE P N �pF NEy, 0 „ " " " CONT. L3x3x5/16 DECK HSS TUBES AT 5 x5 x3/8 CAP 5 x5 x3/8 CAP PLATE AT STEEL BEAM; SEE 5 x5 x3/8 CAP PLATE AT OVERHANG; PLATE AT THE TYP. THE END OF EACH HSS I PLAN FOR SIZE THE END OF EACH HSS SUPPORT ANGLE;TYPICAL AT .� '• BEAM;TYPICAL BEAM;TYPICAL HSS BEAM;SEE PLAN [� SEE PLAN 1/4 END OF EACH HSS TUBES AT HSS TUBES AT UPSET S BEAM z HSS BEAM; OVERHANG;SEE I OVERHANG; SEE TYPICAL PLAN I PLAN FOR SIZE HSS POST;SEE PLAN FOR NP9 SIZE 1/4 B9$$8 4 SECTION r5 SECTION 6 SECTION S-402 3/4"= 1'-0" S-402 3/4"= 1'-0" �-402 3/4"= 1'-0" 0 P.T.2x6 PARAPET WITH PLYWOOD SHEATHING ON EACH SIDE;TYPICAL T.O.STL L - _ EL. SEE PLAN A' HSS BEAM;SEE PLAN FOR i SIZE; PROVIDE L3x3x5/16 DECK SUPPORT ANGLE EXTERIOR GRADE PLYWOOD SHEATHING; BETWEEN INTERSECTING ( No. Date Issue PLYWOOD � TYPICAL OVER STEEL BEAMS I P.T.2x6 PARAPET WITH ROOF DECK -J T.O.STL 04.14.2023 Buidling Department Submittal PLYWOOD SHEATHING ON — _ — — — ——— EL.SEE PLAN EACH SIDE;TYPICAL GALV. STEEL ROOF II _ __ _ _ __ _ _ ___ _____ _ __ _ DECK; SEE SLAB/DECK — — _ — _ — - - - _ — — — _ — _— SCHEDULE IN S600 SERIES 5"x5"x3/8"CAP PLATE AT THE 6"x6"x1A"END PLATE HSS BEAM;SEE PLAN FOR �; - — — - — -— - —_ —_—_ END OF EACH HSS BEAM; ON W6 SECTION SIZE; PROVIDE L3x3x5/16 TYPICAL ' DECK SUPPORT ANGLE I I W6x15 x 7"LONG STUB AT BETWEEN INTERSECTING T.O.STL HSS4 CVERHANG LOCATION BEAMS EL. SEE PLAN - - - ------ - - - - - I -- - - - - - - - I I BEAM CONTINUOUS OVER — ( — POST BELOW;SEE S550 SERIES FOR TYPICAL DETAIL HSS POST; SEE PLAN FOR SIZE —� I 7 SECTION 8 SECTION S-402 3/4"= 1'-0" �O2 3/4"= 1'-0" S �402 SUPERSTRUCTURE SECTIONS Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 SLIP DOWEL PER SAW CUT AS REQUIRED W.W.R. CONTRACTOR FOR JOINT FILLER CONCRETE PIER OR STEEL COLUMN ARCHITECT: SAW CUT W 1/2"DIA.X 1'-6"LONG (SEE PLAN) SLAB REINF. MV E3 El 1-1/2"DEEP 0 FDOWEL AT 1'-6"O.C. SLAB ON GRADE (MESH REBAR) to STANDARD HOOK —x�x z z l� 2-#4 @ 3"x4'-0"LONG Murphy Burnham&Buttricks Architects P� 48 West 37th Street. 14th Floor m U � ,� ADDITIONAL AT ALL MAXIMUM DISTANCE BETWEEN g `� �/ CORNERSNT New York, NY 10018 CONSTURCTION a W Telephone 212.768.7676 CONTRACTION JOINTS IN INCHES � JOINTS IS 36 TIMES SLAB THICKNESS JOINT www.mbbarch.com ° 0 a d SLAB EDGE STANDARD HOOK ° f°d ° ° ° �W o ° ° STRUCTURAL ENGINEER: SAWED CONTRACTION JOINT, CONSTRUCTION JOINT ISOLATION JOINT AT COLUMN ADDITIONAL REINFORCEMENT ° —2" AT ALL RE- ENTRANT CORNERS STANDARD WALL DOWELS SAME SIZE AND HOOK. e ° e . z U a S11man HORIZ. BARS SPACING AS VERT. REBAR (TYP.) ° 0 a � g � � Silman 6"x6"W2.1 x W2.1 W.W.R. - '-" #5 @ BOTTOM COURSE a VERT. BARS WATERSTOP. "C 4 4.° ° N WATE . 2 OVER ° d g ° ° 32 Old Slip, 10th Floor U CONCRETE SLAB w MIN. E.S. (OR AS REQ'D 2"X"(MIN.) -' ° New York, NY 10005 ° °° ° TENSION Telephone 212.620.7970 W F- BY WATERSTOP MFR.) p _ Q ° ° LAP SPLICE www.silman.com - " � -a - F= o x-x- #4 @ 12"O.C.SLAB NOTES: —III Z d° °, c �- - °- -- Q _ TO FOOTING 1. SLAB ON GRADE SHALL BE PLACED IN ALTERNATING STRIPS ° ° o ° CORNER TEE-INTERSECTION MEP ENGINEER: m DOWELS;TYPICAL WHERE EACH SINGLE STRIP DOES NO EXCEED 36 TIMES ?o ° °. °a I I SLAB THICKNESS WIDTH IN INCHES.ALTERNATIVELY, LARGE N ° NOTE: FOR TENSION LAP SPLICE LENGTH AND DEVELOPMENT LENGTH SEE TABLE. [)I= RIVE WATERSTOP °d ° a ,` -� VAPOR BARRIER BLOCK PLACEMENTS WITH INTERIOR CONTRACTION JOINTS x f- I 6"GRAVEL OR ARE ACCEPTABLE IF THE CONTRACTION JOINTS ARE MADE — ENGINEERS 6 GRAVEL OR STONE CRUSHEDSTONE IN BOTH DIRECTIONS AT SPECIFIED INTERVALS IN A TIMELY I f III III Derive Enginners MANNER. 665 Broadwa Suite 701 UNDISTURBED 10 MIL POLYETHYLENE UNDISTURBED SOIL OR 2. SAWED CONTRACTION JOINTS SHALL BE LOCATED AT A SLOPE BY CONTRACTOR TO YSOIL OR FILL VAPOR BARRIER FILL MAXIMUM SPACING IN INCHES OF 36 TIMES THE SLAB MAINTAIN SOIL STABILITY,VERIFY New York, NY 10012 THICKNESS.JOINTS SHALL BE SAWED NO LATER THAN 24 ° ° WITH GEOTECHNICAL ENGINEER Telephone 646.866.6933 SLAB ON GRADE SLAB-ON-GRADE & ICF WALL INTERFACE HOURS AFTER CONCRETE IS PLACED. FOR REINF.SEE www.deriveengineers.com 3. GRAVEL OR CRUSHED STONE BASE SHALL BE COMPACTED � � � � WALL SECTION TO 95%OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. 1'-0"MIN CONT.WALL FOOTING CIVIL ENGINEER: TYPICAL HORIZONTAL REINFORCEMENT AT mIv TYPICAL SLAB ON GRADE TYPICAL STEPPED WALL FOOTING CORNERS & JUNCTIONS OF WALLS AND BEAMSun , U N.T.S. 1/2"= V-0" 3/4"= 1'-0" CHA z 400 Capital Boulevard, Suite 301 144 CONT. a o Rocky Hill, CT 06067 w p Telephone 860.855.1055 �W �T.O.SLAB www.chacompanies.com EL. SEE PLAN -x-x a x— T.O.-SLAB �-. ° a x.° EL. SEE PLAN SEE PLAN FOR � � BASE PLATE, SEE SLAB THICKNESS ( � TYPICAL DETAIL (TYP.) — =11111 ISOLATION JOINT 1/2" if.0" MIN.SEE TYPICAL COLUMN, SEE PLAN AND SLAB ON GRADE COLUMN SCHEDULE Astem STEP LESS THAN OR EQUAL TO SLAB THICKNESS DETAIL (MIN 8") NON-SHRINK 3" MIN. N — GROUT, 2"MIN. TYP. CONCRETE SLAB ON N 2'-6" GRADE — #4 CONT. I- #4 @ 12" o m ° #4 @ 12" T.O.SLAB h w< 14 ft:#4 @ 18"ox. EL.SEE PLAN x—max- x' x— a �' 4­ °' ANCHOR BOLTS, h_w> 14 ft:#5 @ 18"o.c. T.O.SLAB B.O. FTG. p ° °. s .a" -� SEE TYPICAL DETAIL "L wo" 2 - - - EL.SEE PLAN EL. SEE PLAN I I I I- 2"CLR. 3 CLR. ° 1 - w g a VERTICAL WALL 2-#4 TOP& I �a NOTES: ° •. REINFORCEMENT BOT.CONT. 1'-0" 1'-0" 3 AS SPECIFIED 1. FOOTINGS SHALL BEAR ON FIRM UNDISTURBED SOIL WITH A MINIMUM BEARING L a "L wi" HORIZONTAL WALL CAPACITYAS SPECIFIED IN THE GENERAL NOTES. ° REINFORCEMENT ° 9° (STAGGERED)AS SPECIFIED --Q - STEP GREATER THAN SLAB THICKNESS 2. FOR SIZE, DEPTH AND REINFORCING SEE FOOTING SCHEDULE. , ° d INSULATING CONCRETE ° °ff FORM TYPICAL STEP IN SLAB ON GRADE TYPICAL SPREAD FOOTING AT STEEL COLUMN ° • INSTALL DOWELS THROUGH ° p NE `� N.T.S. N.T.S. ° PIER AFTER PLACING PIER __ SEE PIER DETAILS �G r REINFORCING ° �� \��E1R f'� d ADDITIONAL HORIZONTAL ° Z BARS AT TOP&BOTTOM OF •° - °' ° d °° O 2x4 KEY,TYP OPENING. PROVIDE 2-#5 MIN. ° — CONC.WALL OVER AND UNDER OPENING a' ° w - U.O.N. y d° - a Id _. . - - 3/16 , °� 3/16 x 2 COLLAR "p" ° ° °. Uj a ALL AROUND 3" - - W BRACE DURING co DEVELOPMENT ° .°' ° CV CONCRETE POUR AS ° ° ° °° ° ° W a • ° • d ® ® d - -- - - - -- --- � PIPE LENGTH $ � � ° ,. ° REQUIRED ° II ADDITIONAL VERTICAL BARS N ? ° e d ° a a ° ° a AT SIDES OF OPENING. BAR ° ° ° ° d ' c� QUANTITY ON EACH SIDE Q cv .. ° o °; EQUAL TO 1/2 AREA OF °'' ° - - ROLLED PLATE OR PIPE INTERRUPTED BARS. ° .4 REMOVE WEBS AS REMOVE PORTION OF FORMS AS z WITH 1/4"MIN.WALL 2-#5 MIN. EACH SIDE, U.O.N. "L "SEE NOTE 2 REQUIRED TO FORM ° e REQUIRED TO SUIT PIER o n. TH K. B PIER ° 0 W FROST DEPTH B C ° ZJ (MIN.) W d NOTE: W M SPACE ADJACENT PIPE SLEEVES AS FOLLOWS: LLO w NOTES: ° °' 1. "0"BARS MAY BE SPLICED ABOVE BASE OF WALL AS AN ALTERNATE. PIPE DIAMETER CLEAR DISTANCE BETWEEN 2. "Lb" BARS ARE PROVIDED AS A TOTAL QUANTITY (OUTSIDE DIA.) EDGES OF PIPE OPENINGS TO BE DISTRIBUTED AS REQUIRED TO SUPPORT NOTES: "0"(AT BOTTOM)AND"P"(AT TOP)AND SHALL 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS DIA.5 6" CLEAR DIST. = PIPE DIA. NOT BE SPACED GREATER THAN 4'-0"APART. SPECIFICATIONS. 6"<DIA.512" CLEAR DIST. =6" NOTES: 3. COORDINATE DRAINAGE REQUIREMENTS WITH 2. DO NOT SCALE DRAWINGS ARCHITECT OR CIVIL ENGINEER. 12"<DIA.5 24" CLEAR DIST. =WALL THICKNESS 4. COORDINATE BEARING PREPARATION AND 1. HOOK ALL BARS INTERRUPTED BY OPENING. BACKFILL WITH CIVIL ENGINEER AND 2. HORIZONTAL BARS TO EXTEND DEVELOPMENT LENGTH BEYOND G CKFILL WITH RECOMMENDATIONS. OPENING,VERTICAL BARS TO BE FULL STORY HEIGHT. 3. PROVIDE REINFORCING SHOWN IN THIS DETAIL U.O.N. IN SHEAR WALL SCHEDULE,SHEAR WALL DETAILS, SHEAR WALL ELEVATIONS ETC. No. Date Issue TYPICAL PIPE SLEEVE IN CONCRETE WALL TYPICAL OPENING IN CONCRETE WALL TYPICAL REINFORCED CONCRETE CANTILEVERED RETAINING WALL INTEGRAL PIER IN ICF WALL DETAIL 04.14.2023 Buidling Department Submittal 3/4"= 1'-0" 3/4"= 1'-0" 3/4"= 1'-0" N.T.S. SEE BELOW TABLE FOR TYPICAL REINFORCING ADD'L 145 BAR HOOKED#3 DOWEL @ AROUND EACH 3"CL, 18"O.C.W/MIN.2-3/4" OPENING OR EMBEDMENT IN HY-200 ��- GROUP OF O ADHESIVE OR TENSION OPENINGS,TYP. z • •7T APPROVED EQUAL ° ° ° a a° 4 6" DEVELOPMENT °' ° VERTICAL WALL REINFORCING LENGTH(HOOK °. a; ° °�, a LOCATION FROM EXTERIOR FACE IF NOT ° °'d ° ,° ° ATTAINABLE) 2"D"OR 2"D"OR ° ° ° ° ° °° OF WALL; TYPICAL MIN.6' MIN. 6" ROUGHEN TO 1/4"AMPLITUDE EXTERIOR FACE OF IFC OR WALL AT SUPPORTED SLAB COAT CONTACT SURFACE WITH AT SLAB ON GRADE LATEX BONDING AGENT HORIZONTAL WALL INSULATED CONCRETE REINFORCING; SEE FORMED WALL (ICF); SEE EQUIPMENT PAD TEMPERATURE AND ARCHITECTURAL DRAWINGS ADD'L 145 BAR BETWEEN SHRINKAGE REINFORCING SCHEDULE EACH OPENING,TYP. PAD THICKNESS REINFORCING 4"-5" #3 @ 12"O.C. EACH WAY VERTICAL WALL INTERIOR FACE OF IFC WALL NOTES: 6"-9" #4 @ 12"O.C. EACH WAY REINFORCING; SEE SCHEDULE 1. LIMIT 3 PENETRATIONS IN A ROW IN ANY DIRECTION. 10"-12" #5 @ 12"O.C. EACH WAY 2. COORDINATE WITH TYPICAL DETAIL FOR FORMED CONCRETE SLAB PIPE SLEEVE. NOTES: 3. SHOULD PENETRATIONS BE CUT AFTER CONCRETE IS POURED, CONTRACTOR TO SUBMIT PLAN SHOWING ALL PROPOSED CORE DRILLING 1. FOR SIZE AND LOCATION SEE ARCHITECTURAL AND MECHANICAL LOCATIONS TO E.O.R, FOR APPROVAL.CONTRACTOR TO USE NDE METHODS DRAWINGS. S �501 TO LOCATE REBAR PRIOR TO CUTTING SLAB. 2. CONCRETE FOR PADS SHALL BE NORMAL WEIGHT WITH fc=4,000 PSI. 8,� TYPICAL DETAILS TYPICAL SLAB PENETRATION WITH SLEEVE DIAMETER LESS THAN 6" TYPICAL EQUIPMENT PAD TYPICAL ICF WALL REINFORCING DETAIL 3/4"= 1'-0" 3/4"= 1'-0" N.T.S. Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 SHEAR PLATE DOUBLE ANGLES STIFFENER PLATE EACH SIDE ARCHITECT: OF SUPPORTED BEAM WEB, CAP PLATE(AT STEEL BEAM STEEL BEAM THICKNESS TO MATCH COLUMN COLUMN TOP) IFLANGE.WELDS TO BEAM WEB ——— SHALL HAVE CAPACITY TO CARRY ENTIRE COLUMN LOAD 0 o Murphy Burnham& Buttricks Architects COLUMN WT SAME SIZE AS TYP'. 48 West 37th Street. 14th Floor O O COLUMN SECTION NY 10018 EACH SIDE Telephone 212.768.7 7 o I I TYP. New York, 6 6 I I IF REQUIRED ---I C7 I I BASE PLATE FOR CAPACITY, I I SUPPORTED BEAM, www.mbbarch.com Y I I EXTEND PLATE z I I HIGH STRENGTH BOLTS, I { THROUGH I SEE GEN.NOTES HIGH STRENGTH SEE PLAN I z COLUMN STRUCTURAL ENGINEER: z j 1 1: . 5 I BOLTS, SEE GENNOTES II BOTTOM ELEVATION z I I p I IIArm OF BASE PLATE I v HSS STEEL COLUMN WF STEEL COLUMN i1man �TOP OF FOOTING -:; - - ,.� _- - CAP PLATE W/(4)3/4"0 A325 BOLTS II Silman (2 EACH SIDE). PLATE LENGTH AS (I CAP PLATE LENGTH AS 32 Old Slip, 1 Oth Floor PIER OR BUTTRESS ° BEAM TO HSS COLUMN BEAM TO WF COLUMN FLANGE 1/4 REQUIRED, MINIMUM WIDTH TO REQUIRED, MINIMUM WIDTH TO New York, NY 10005 MATCH SUPPORTED BEAM FLANGE II MATCH SUPPORTED BEAM Telephone 212.620.7970 WIDTH OR COLUMN FLANGE WIDTH, q FLANGE WIDTH OR COLUMN NOTE:LEVELING PLATES ° ° ' ' a (4)3/4"0 HEADED ANCHOR DOUBLE ANGLES DOUBLE ANGLES WHICHEVER IS LARGER. MINIMUM DEPTH,WHICHEVER IS LARGER. www.silman.com ARE NOT PERMITTED a ` ° °° RODS. EMBED. 1'-4"MAX.OR PLATE THICKNESS TO MATCH MINIMUM PLATE THICKNESS TO ° a TO STEEL BEAM WF STEEL BE FLANGE OF SUPPORTED BEAM MATCH FLANGE OF SUPPORTED PLANS OR MEP ENGINEER: WITHIN 3"OF BOTTOM OF BEAM FOOTING WF COLUMN, SEE Pt E J O j O SCHEDULE FOR SIZE o I o Derive Enginners dj PARALLEL WEB CONDITION DerPERPENDICULAR WEB CONDITION ENGINEERS I SEE PERPENDICULAR CONDITION SEE PARALLEL CONDITION FOR Der Broadway Suite 701 FOR BALANCE OF INFORMATION BALANCE OF INFORMATION New York, NY 10012 5/16" ANCHOR BOLT ANCHOR HOLE 0IN EDGE DISTANCE Telephone 646.866.6933 a BASE PLATE 130LT SIZE BASE PL FROM CENTER LINE HIGH STRENGTH BOLTS, HIGH-STRENGTH TYPICAL BEAM CONTINUOUS OVER WIDE FLANGE COLUMN www.deriveengineers.com OF BOLT HOLE SEE GEN. NOTES BOLTS, SEE GEN. 3/4"0 1-5/16"0 2" NOTES 3/4"= 1'-0" ==E7 CIVIL ENGINEER: 7/8"0 1-9/16"0 2" WF STEEL COLUMN n o O 1"0 1-7/8"0 2" " COLUMN 1-1/4"0 2-1/8"0 2-1/2" w 1-1/2"0 2.3/8" 2-1/2" BEAM TO WF COLUMN WEB WF BEAM TO WF BEAM ALL AROUND #5 NOSING BAR CHA W ( ) ALL AROUND SEE 400 Capital Boulevard, Suite 301 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC ONLY.THE CONTRACTOR MAY SUBMIT �X—X�74x—x .. �x x—x—x—x-max—x Rocky Hill, CT 06067 TABLEALTERNATE DETAILS FROM THOSE SHOWN ABOVE, BUT N ANY CASE THE CONTRACTOR IS — °a —— —— -- Telephone 860.855.1055 RESPONSIBLE FOR PRODUCING STEEL SHOP DRAWINGS IN ACCORDANCE WITH THE PROJECT www.chacompanies.com GENERAL NOTES AND AISC GUIDELINES. CALCULATIONS SHALL BE SUBMITTED AS REQUIRED IN z ELEVATOR PIT ° I �— 3"CONCRETE MUD LINE THE GENERAL NOTES AND ELSEWHERE IN THE CONTRACT DOCUMENTS. BEAM BEARING PLATE TO BE CAST w a I ° 2. THE CONTRACTOR SHALL DETAIL THE PROJECT CONNECTIONS FOR THE LOADS AS INDICATED ° IN THE CONTRACT DOCUMENTS, PER AISC GUIDELINES.THE SCHEMATIC DETAILS ABOVE ARE INTO WALL WITH MIN.(2) 112" w ° 1'-0" I #4@12"O.C.TYP. NOT SUGGESTIVE OF SPECIFIC CAPACITIES.THE NUMBER AND SIZE OF BOLTS, SIZE AND DIAMETER HEADED ANCHORS a Cn I TYP. LENGTH OF WELDS,AND SIZE OF STEEL PIECES MUST BE DETERMINED PER AISC GUIDELINES I I WATERPROOFING ALL AND THE CONTRACT DOCUMENTS. STEEL BEAM;SEE PLAN FOR I I AROUND PROVIDE BEAM BEARING I a •'o I PROTECTION BOARD(SEE 3. PROVIDE FULL DEPTH CONNECTIONS AT ALL PERIMETER BEAM CONNECTIONS AND AT BEAM SIZE AND LOCATION MIN.4"END °' CONNECTIONS TO PERIMETER BEAMS, UNLESS OTHERWISE NOTED. SEEPLATSCHEDULE BEARING ° ARCH'L DWGS.) TYPICAL SUGGESTED SHEAR CONNECTIONS AT II I I L --_ ° ° _°°J� " " HORIZONTAL AND �i — BENTONITE WATER STOP(TYP.) 2 x4 KEYWAY TYPICAL COLUMN BASE PLATE AT PIPE OR TUBE COLUMN GRAVITY LOADS ONLY VERTICAL II 1 CONT.TOP&BOT. N.T.S. N.T.S. WALL REINFORCING; I 0 1 .4" #5 12 O.C.3"CONCRETE MUD SLAB SEE PLAN NON SHRINK GROUT; 1/2"MIN.THICKNESS i+•> @ " FIELD CUT STANDARD FORM TO INCREASE 3 CLR. $ BEARING SURFACE AS REQUIRED OR USE TAPER TOP FORM OR CORBEL FORM FOR TYPICAL ELEVATOR PIT (EXTERIOR WATERPROOFING) EASE OF INSTALLATION - ICF WALLS;SEE ARCHITECTURAL DRAWINGS N.T.S. HORIZONTAL AND VERTICAL MILL BOTTOM OF COLUMN TO BEAR WALL BEAM POCKET WF COLUMN, SEE REINFORCING; FORMED PLANS OR SCHEDULE SEE PLAN IN ICF BLOCK FOR SIZE BASE PLATE W/(4)3/4"0 A325 I{ BASE PLATE LENGTH AS REQUIRED, WALL STEEL BEAM BOLTS (2 EACH SIDE).PLATE II MINIMUM WIDTH TO MATCH ICF WALLS; SEE LEINGTH AS REQUIRED, MINIMUM II SUPPORTING BEAM FLANGE WIDTH ARCHITECTURAL 1/4 WIDTH TO MATCH SUPPORTING jl OR COLUMN DEPTH,WHICHEVER IS DRAWINGS BEAM FLANGE WWHICHTH OEVER IS COLUMN ii LARGER �(,•­"'"""—'�'"�r FLANGE WIDTH, F ME LARGER. MINIMUM PLATE SEE PLAN 1 -0"CONC.WALL THICKNESS TO MATCH FLANGE #5 TOP AND BOTTOM THICKNESS OF SUPPORTING BEAM II � rS� I II EACH WAY �— `l� 4 c•n �r 11 S., NON-SHRINK GROUT; 1/2"MIN.THICKNESS • ° — #4 @ 12"O.C.VERTICAL C II BEAM BEARING PLATE TO BE CAST INTO WALL ° _ AND HORIZONTAL SUPPORTING BEAM, WITH MIN. (2)1/2"DIAMETER HEADED ANHORS ' SEE PLAN 1'-0 PIT MAT y 2 STIFFENER PLATE EACH SIDE >+77 ELEVATION ° z = u�` • ° a — WATERSTOP O 69$$g ti WT STIFFENER EACH SIDE TO MATCH ° ° ° TYP TO MATCH FLANGE THICKNESS TYP. ° w - PROJECTION, IFES81t� ' OF COLUMN ABOVE.WELDS cn NO COLUMN ABOVE.WELDS TO BEAM TO BEAM WEB SHALL HAVE WEB SHALL HAVE CAPACITY TO ° WATERPROOFING CAPACITY TO CARRY ENTIRE CARRY ENTIRE COLUMN LOAD. a ° COLUMN LOAD -7 ° PARALLEL WEB CONDITION PERPENDICULAR WEB CONDITION 71 - - _ SEE PERPENDICULAR CONDITION SEE PARALLEL CONDITION FOR FOR BALANCE OF INFORMATION BALANCE OF INFORMATION 1'-0" #5 @ 12"O.C. TYPICAL BEAM-SUPPORTED WIDE FLANGE COLUMN TYPICAL BEAM BEARING IN IFC WALL TYPICAL ELEVATOR SUMP PIT N.T.S. 3/4"= 1'-0" N.T.S. 4- A325 SC BOLTS MOMENT I STEEL BEAM; PLATE; P. SEE PLAN MIN. 10"WIDE, 4000PS1 No. Date Issue NORMAL WEIGHT z O O REINFORCED CONCRETE 00 R 3" 3" TOP OF WALL O m I I O WALL 04.14.2023 Buidling Department Submittal M • WALL JOINT IF STEEL BEAM Ina 611 6" 6" APPLICABLE STEEL BEAM, �--- WT WHERE REQ'D OMIT SEE PLAN WHERE BEAMS ON EITHER SHIM AS REQ'D FULL SIDE ARE OF SAME DEPTH PENETRATION / I II II WELD .�,P TYP. � 0 - II II II II 1/2"THICK STEEL STANDARD AISC SHEAR EMBED PLATE CONNECTION WELDED TO EMBED PLATE. PROVIDE (2)#5 A706 GRADE 60 HORIZONTALLY SLOTTED WELDABLE HOLES IN ALL SHEAR EP-1 REINFORCING BARS, CONNECTIONS WELDED TO PLATE, CONNECTING TO EMBEDS. 2 HEADED STUDS TYP.AT TOP OF ALL PROVIDE SNUG TIGHT AND 2 BENT#5 BARS WALL PLATES BOLTS WHERE LOADS ARE VERTICAL ONLY 6" TYPICAL BEAM-TO-BEAM MOMENT CONNECTION 3/4"0 HEADED STUDS @ 6"O.C.,TYP. SECTION VIEW NOTE: 1. CONNECTIONS SHALL BE DESIGNED FOR SHEAR AND ECCENTRICITY, CONSIDERING THAT THE CONNECTION IS AN EXTENSION OF THE BEAMS AND GIRDERS. Se502 TYPICAL DETAIL OF STEEL BEAM TO CONCRETE WALL CONNECTION TYPICAL DETAILS N.T.S. Fishers Island House 2680 Peninsula Road L=12" Fishers Island, NY 06390 _ MAX. OPENING ° - 14"GAUGE SHEET WELDED EXTEND ANGLE TO WEB U_ TO EACH CELL ALL AROUND \� ARCHITECT: OF RAISED GIRDER / ��� w BY DECKING CONT.) CONNECTIONMOMENT WHERE REQUIRED / \\ MOMENT CONNECTION �� t li Murphy Burnham&Buttricks Architects COORDINATE DECK — / o o \ TOP OF WHERE REQUIRED / z cn 48 West 37th Street. 14th Floor SUPPORT ANGLES / \ ANGLES / �� New York, NY 10018 WITH MOMENT FRAME 0 0 I \\ FLUSH WITH COORDINATE DECK % 0 I 0 \� TOP OF cO j �4 Telephone 212.768.7676 CONNECTION PLATES / 0 O / II \\ BO�MPOF SUPPORT ANGLES // 0 ( 0 �� ANGLES www.mbbarch.com / O O \ WITH MOMENT FRAME / I �� FLUSH \ CONNECTION PLATES / 0 ( 0 WITH TOP O O \ \ OF BEAM STRUCTURAL ENGINEER: o 0 0 0 0 0 0 0vq S Fin — — — — — — — — — — \— — NO REINF. REQUIRED WHERE"L" IS 6"OR LESS IN DIRECTION 11mainA \�\ 0 0 0 0 0 0 0 0 / _ �/ o 0 0 0 0 0 0 0 —��\ PERPENDICULAR TO DECK. Silman FOR OPENINGS UP TO 12" PERPENDICULAR TO 32Old Slip, 10th Floor \ \�\ 0 0 0 0 0 0 0 0 � DECK \\ 0 O, // New York, NY 10005 EXTEND ANGLE TO WEB \ I / CUT ANGLE AT \ �� 2'-0"MAX. OPENING Telephone 20.7970 www.silman.com OF RAISED GIRDER \ 0 I 0 BEAM FLANGE \\ 0 0 \ O I O / L4x4x5/1 \ i L4x4x5/1 \\ / 6 \\ 0 0 �� CUTFIT MEP ENGINEER: 6 \\ O I O L3x3x1/4 MIN. \\ 0 I o ice/ BEAME AT 0 0 O Z DERIVE \ / \ 0 II 0 �i FLANGE C4x5.4EXTENDED Z ENGINEERS \ / SEE MEP \\ L3x3x1/4 MIN. &WELD TO RIBS nw. Derive Enginners DRAWINGS FOR i BEYOND OPNG. \ I /4 PENETRATIONS \\ I /i (EACH SIDE BY ° 665 Broadway Suite 701 \\ /i DECK CONTR.) New York, NY 10012 - - -- - — - \\ o \ I i SEE MEP DRAWINGS � Telephone 646.866.6933 >< FOR PENETRATIONS www.deriveengineers.com CIVIL ENGINEER: INTERIOR COLUMN ;I �QQ INTERIOR COLUMN NO REINF. REQUIRED FOR HOLES 6"O OR Bit Ij LESS. FOR OPENINGS UP TO 2'-0" PERPENDICULAR TO DECK CHA I� 400 Capital Boulevard, Suite 301 I� �P' II' NOTES: TYP Rocky Hill, CT 06067 1. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR OPENING SIZE AND LOCATION. Telephone 860.855.1055 2. WHERE POSSIBLE; EXTEND DECK CONTINUOUSLY OVER OPENING REINFORCE, BLOCK/BOX OUT www.chacompanies.com CONCRETE,AND CUT DECK WHEN OPENING IS REQUIRED. CORNER COLUMN CORNER COLUMN TYPICAL DECK SUPPORT AT COLUMNS TYPICAL REINFORCEMENT FOR UNFRAMED OPENINGS (SMALL MEP PENETRATIONS) TYPICAL DECK SUPPORT AT COLUMNS (LARGE MEP PENETRATIONS)_ IN COMPOSITE FLOOR DECK N.T.S. N.T.S. N.T.S. 8"MIN.OR EXTEND — 16"GAUGE SHEET WELDED 3"BEYOND NEXT TO EACH CELL ALL AROUND OF N�i FULL METAL DECK (BY DECKING CONT.) .<<G )' ti RIB,WHICHEVER ISE�� GREATER L=13"MAX.OPENING CO r, COLUMN HSS COLUMN I BOTH FLANGES �D 6g8g$ TYP. EstC1�;1A c� U a I I WIDE FLANGE BEAM u�O g SHEAR PLATE z p M MUST EXTEND 2 w = THROUGH HASS - 0 w COLUMN AT WIND -- I I I O AISC SINGLE SHEAR PLATE FRAMES; MIN. 1/2" j I I I p SE UM/A325-N BOLTS; MINIM I I I _LL NO REINF. REQUIRED WHERE"L" IS 2"OR LESS IN DIRECTION PERPENDICULAR TO DECK. FOR OPENINGS UP TO 13" PERPENDICULAR TO NOTE: DECK 1. CONNECTION DETAILS SHOWN ABOVE ARE SCHEMATIC DETAILS ONLY, CONTRACTOR SHALL DETAIL MOMENT CONNECTIONS BASED ON NOTE 4, IN ACCORDANCE WITH CODES AND SHALL PROVIDE SIGNED AND SEALED CALCULATIONS FOR FULL CONNECTIONS PRIOR TO SUBMITTAL OF SHOP DRAWINGS. NOTES: 2. ALL BOLTS TO BE HIGH-STRENGTH, SLIP CRITICAL. 3. PROVIDE BOLTED CONNECTION IN WEB FOR BEAM REACTION PER GENERAL 1. SEE MECHANICAL AND ARCHITECTURAL DRAWINGS FOR OPENING NOTES. SIZE AND LOCATION. 4. DESIGN MOMENT CONNECTION FOR FULL PLASTIC CAPACITY OF BEAM.SEE 2. WHERE POSSIBLE; EXTEND DECK CONTINUOUSLY OVER OPENING, TYPICAL WIND FRAME ELEVATION LEGEND IN S200 SERIES FOR ADDITIONAL REINFORCE AND CUT DECK WHEN OPENING IS REQUIRED. INFORMATION TYPICAL REINFORCEMENT FOR UNFRAMED OPENINGS IN ROOF DECK TYPICAL HSS COLUMN MOMENT CONNECTION (THRU PLATE) No. Date Issue N.T.S. N.T.S. 04.14.2023 Buidling Department Submittal S �5uAft3 TYPICAL DETAILS Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 ARCHITECT: HEADED M\i 14 SD� 8 W SHEAR STUDS Murphy Burnham& Buttricks Architects O 3/4"CLEAR M � 48 West 37th Street. 14th Floor New York, NY 10018 Telephone 212.768.7676 www.mbbarch.com #4 CONT.AROUND SLAB CL 0 STRUCTURAL ENGINEER: TOP BARS PERIMETER AND ALL SLAB WHERE REQ'D OPENINGS. DEVELOP BAR O BEYOND OPENING 6x6-W2.1xW2.1 W.W.R. ~ 3 MINIMUM (U.N.O.) 3/4"0 x(t-3/4")LONG HEADED W SHEAR STUDS MIN. Fu=65 KSI, i man, U o Uj SEE PLANS AND TYPICAL Silman SEE STUD LAYOUT NOTES AND PLAN z 5'-0" DETAILS 32 Old Slip, 1 Oth Floor SEE PARALLEL CONDITION FOR BALANCE OF INFORMATION o New York, NY 10005 DECK PERPENDICULAR TO EDGE --¢ — — — — Telephone 212.620.7970 www.silman.com aZ MEP ENGINEER: W POUR STOP, SEE POUR H a � w ° ° a ° o — — STOP SCHEDULE W STEEL BEAM O W ADDITIONAL 6K6-W2.1xW2.1 DERIVE 0 Z W.W.R.TOP REINFORCEMENT O F_ OVER ALL BEAMS PARALLEL TO ENGINEERS 114 3-12 TYP.AT BENT U SPAN OF DECK,TYP. PLATE POUR Derive Engmners 1/4 3-12 STOPS SEE TABLE FOR 665 Broadway Suite 701New York, NY 10012 CANTILEVER LENGTH, ANGLE SIZE c CAN H, 2"MIN. 1/4 3"@ 1 2 r Telephone 646.866.6933 AT BEAM PERPENDICULAR TO AT BEAM PARALLEL TO #4 BAR CONT., www.deriveengineers.com U.O.N. SPAN OF DECK SPAN OF DECK SEE PERPENDICULAR CONDITION FOR BALANCE OF INFORMATION STEP,SEE CIVIL ENGINEER: DECK PARALLEL,TO EDGEPLANS T.O.SLAB ----------- ° STUD LAYOUT NOTES: EL. SEE PLAN ----- ----- da X X X a 1. STUDS SHALL BE PLACED IN A SINGLE ROW OVER WEB WHERE POSSIBLE,SEE 400 Capital Boulevard, Suite 301 POUR STOP SCHEDULE SPACING LIMITATIONS IN SKETCH BELOW. STUD LAYOUT SHOP DRAWINGS TO BE 1/4"STIFFENER 1 1/2"MIN. p nr "" VP ya SLAB CANTILEVER BENT PLATE THICKNESS BAR SIZE SPACING Ld PROVIDED TO E.O.R. FOR REVIEW AND APPROVAL PRIOR TO STUD INSTALLATION. PLATE @ 2'-6" DECK BEARING Rocky Hill, CT 06067 LESS THAN 6" POUR STOP BY DECK -- -- -- 2. WHERE A SINGLE NUMBER IS INDICATED ()IN PLAN THE NUMBER OF SHEAR STUD Telephone 860.855.1055 CONNECTORS SHALL BE DISTRIBUTED UNIFORMLY ALONG THE LENGTH OF THE BEAM, www.chacompanies.com 0'-6"-0'-11" MANUFACTURER ##4 12" 2'-0" UNLESS OTHERWISE NOTED. 1'-0"-1'-6" 5/16" #4 12" 3'-0" 3. WHERE A SERIES OF NUMBERS IS INDICATED()FOR BEAM OR GIRDERS SUPPORTING 3/8" #5 12" 4'-0" OTHER BEAMS THE SHEAR CONNECTORS SHALL BE DISTRIBUTED AS IN THE EXAMPLE 3/16 BELOW. 2'-0"-2'-6" 1/2" #5 12" 4'-6" 4. WHERE A SINGLE NUMBER IS INDICATED()IN PLAN AND THE EXTENT IS DESIGNATED BY ARROWS,THE NUMBER OF SHEAR CONNECTORS SHALL BE DISTRIBUTED UNIFORMLY ALONG THE DESIGNATED LENGTH AS IN THE EXAMPLE BELOW. NOTES: 5. WHERE THE NUMBER OF STUDS EXCEEDS THE MAXIMUM THAT CAN BE PLACED IN A 1. SEE ARCHITECTURAL SLAB EDGE DRAWINGS FOR TYPICAL CANTILEVER SINGLE ROW, PLACE AS MANY STUDS AS POSSIBLE IN A ROW(BASED ON MINIMUM DIMENSIONS. SPACING)AND ADD REMAINDER AT ENDS OF SPAN IN MULTIPLE ROWS. 2. CONFIRM SLAB CANTILEVERS L/i,RGER THAN 2'-6"WITH E.O.R. 6. STUDS ARE NOT PERMITTED TO BE SHOP FASTENED. STEP ANGLE SIZE 3. BAR SIZE AND SPACING ABOVE APPLY U.O.N. IN SECTIONS 7. FOR BEAMS LONGER THAN 30 FEET:SPACING OF SHEAR STUDS SHALL NOT BE 4. SLAB EDGE IS DESIGNED TO SUPPORT ONE STORYOF FACADE LOADING. GREATER THAN ONE EVERY 12 INCHES AVERAGED OVER THE LENGTH OF THE BEAM. 1" L3X3X5/16" 5. POUR STOP IS SIZED FOR WET WEIGHT OF CONCRETE ONLY.SLAB CANTILEVER CONTRACTOR SHALL ADD SHEAR STUDS BEYOND PLAN STUD QUANTITY AS NEEDED 211 PROVIDES BALANCE OF STRUCTURAL CAPACITY FOR PERIMETER WALLS OR TO MEET THIS REQUIREMENT. 3" L4X4X5/16" FACADE. F'c NEEDS TO BE ACHIEVED BEFORE FACADE LOAD CAN BE INSTALLED. 8. WHERE REQUIRED PER PLANS OR NOTES, STUDS SHALL NOT BE PLACED FURTHER 4" L5X3 1/2"X5/16" THAN 36"CENTER-TO-CENTER.CONTRACTOR SHALL ADD SHEAR STUDS BEYOND PLAN STUD QUANTITY AS NEEDED TO MEET THIS REQUIREMENT. 5" L6X4X5/16" 9. STUDS TO BE INSTALLED AND CONCRETE POURED SUCH THAT A MINIMUM OF 3/4"OF TYPICAL CONCRETE SLAB ON METAL DECK CONCRETE IS PRESENT ABOVE THE TOP OF THE HEADED STUD. NOTE-LONG LEG VERTICAL SLAB EDGE CONDITION DETAIL AT SLAB STEP 5" OR LESS N.T.S. CONTINUE AND BEND #4 BAR CONT, ROOFING AND IN:>ULATION; DOWN W.W.R.,TYP. SEE ARCH. W16x31 W16x31 (10,14,6,20) STEP,SEE PLANS (`�) �T.O.SLAB NUMBER 20 4 20 NUMBER 10 14 6 20 EL. SEE PLAN X° X, qX X X �C d OF STUDS OFSTUDS ----------_ ' Y NON UNIFORM STUDS NON-UNIFORM STUDS ° X OF NEwY In w DESIGNATED BY ARROWS DESIGNATED BY CALLOUT CONTINUOUS L4x4x5/16" ° : 4.' X .a ° L 10 STEEL BEAM ° ' CO ��c` �c, •A oPREFERRED 1 1/4"MIN.LOCATION 4 1/2" --------- J�� � 0 MIN. TURN DOWN VERTICAL ANGLE 1 1/2"MIN. DECK BEARING LEG IF REQUIRED TO AVOID BEAM FILLET AT BEAM PERPENDICULAR AT BEAM PARALLEL STEEL BEAM, \�-3" MIN. 1/4 3"@12" TO SPAN OF DECK TO SPAN OF DECK SEE PLANS DETAIL AT SLAB STEP GREATER THAN 5" STUD PLACEMENT ON BEAM FLANGE NOTE: FOR NOTES AND INFORMATION NOT SHOWN SEE TYPICAL FLOOR CONSTRUCTION TYPICAL METAL ROOF DECK CONSTRUCTION TYPICAL COMPOSITE BEAM AND CONCRETE SLAB ON METAL DECK TYPICAL STEP IN SLAB ON METAL DECK N.T.S. N.T.S. 1"= 1'-0" - RAMP THICKNESS 0"TO 2"USE SIKA DUR 21 LO-MOD LV OR ARDEX SD-P, FOLLOW ALL MANUFACTURER RECOMMENDATIONS 4"x4"-W2.1xW2.1 W.W.R. SEE ARCH'L DWGS HIGH DENSITY EXTRUDED INCLUDING ADDED AGGREGATE AND (6"x6"-W2.9xW2.9 W.W.R. FOR SLOPE OF RAMP POLYSTYRENE HAVING A MIN. SURFACE PREP ALTERNATIVE) COMPRESSIVE STRENGTH OF 20 PSI #4 REBAR WITH HILTI HIT-HY 200 AD21N AND A DENSITY OF 5 PCF OR LESS �X____Y, x `k ANCHOR OR APPROVED EQUAL @ X �X. DRILLED INTO EXISTING SLAB(3 BA3000 PSI LT.WT. _ �-X ° No. Date Issue 2" EMBED. CONCRETE 04.14.2023 Buidling Department Submittal X X a�— a co a d d ° CV ° �/, •, • • .• a v 144(TYP) 4'-0"EACH WAY(TYP.) 4° EXISTING CONCRETE SLAB PROVIDE INTERIOR RIBS AS SHOWN AND CONT. RIB AT ALL EDGES OF RAMP EXTENTS,TYP. TYPICAL RAISED SLAB WITH RAMP N.T.S. S -504 TYPICAL DETAILS Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 ARCHITECT: SLAB/DECK SCHEDULE CONCRETE BEAM SCHEDULE MARK TOTAL DEPTH COMPOSITION/REINFORCEMENT SIZE REINFORCEMENT M\� P18—j> BOTTOM TOP BARS STIRRUPS Murphy urn am Buttricks Architects R3 3" 18 GA.GALV.TYPE N ROOF DECK MARK WIDTH DEPTH BARS L.E. BARS F.L. BARS SIZE TYPE SPACING REMARKS 48 West 37th Street. 14th Floor S3.5 3 1/2" 2 1/2"LIGHT WEIGHT CONCRETE ON 3"-18 GA COMPOSITE GALVANIZED METAL FLOOR DECK REINFORCE W/ RCB-A 8" 16" (1)#4 (1)#4 N/A N/A N/A New York NY 10018 6X6 W2.0 X W2.0 WWF RCB-B 8" 16" (1)#6 (1)#6 #3 CLOSED TIED 6"O.C. S5.5 5 1/2" 2 1/2"LIGHT WEIGHT CONCRETE ON 3"-18 GA COMPOSITE GALVANIZED METAL FLOOR DECK REINFORCE W/ RCB-C 8" 8" Telephone 212.768.7676 6X6 W 2.0 X W2.0 WWF (14 (1)#4 #3 CLOSED TIED 6 O.C. www.mbbarch.com S12 12" #4 @ 12 O.C. E.A.WAY TOP&BOTTOM TYP. U.N.O, SEE TYPICAL ELEVATOR PIT DETAIL FOR ADDITIONAL REINFORCEMENT S.O.G. 5" SLAB ON GRADE SEE TYPICAL DETAIL STRUCTURAL ENGINEER: BEAM BEARING PLATE SCHEDULE ° SIZE E6i1majLjL PIER SCHEDULE MARK LENGTH WIDTH THICKNESS #STUDS STIFFENER REMARKS Silman BBP-1 6" 4" 1/2" (2)1/2"DIA. N/A SIZE BBP-2 7" 4" 3/4" (2) 1/2"DIA. N/A 32 Old Slip, 10th Floor Concrete Column Concrete Column Size& Type New York NY 10005 MARK WIDTH LE14GTH Vertical Bars Spacing of Ties Comments BBP-3 9" 4" 1" (2)1/2"DIA. N/A Telephone 212.620.7970 P1 28" ;28" 8-#7 BARS #4 CLOSED TIE BBP-4 lift 4" 1" (2) 1/2"DIA. N/A STIRRUPS @ 12"o.c. BBP-5 8" 8" 3/4" (2)1/2"DIA. N/A www.silman.com P2 12" 28" 6-#6 BARS #4 CLOSED TIE BBP-6 7" 16" 1" (4) 1/2"DIA. N/A STIRRUPS @ 12"o.c. MEP ENGINEER: DERIVE CONCRETE WALL SCHEDULE ENGINEERS REINFORCEMENT Derive Enginners MARK WIDTH VERTICAL HORIZONTAL REMARKS 665 Broadway Suite 701 W1 8" #4@112"O.C. #4@12"O.C. LOCATE BARS AT WALL CENTERLINE New York, NY 10012 W81CF-A 13 1/4" #5@8"O.C. #4@16"O.C. INSULATED CONCRETE FORMED WALLS, SEE Telephone 646.866.6933 TYPICAL DETAIL www.deriveengineers.com W81CF-B 13 1/4" #6@8"O.C. #4@16"O.C. INSULATED CONCRETE FORMED WALLS, SEE TYPICAL DETAIL W12 12" #46112"O.C. #4@12"O.C. WALL BARS TO BE IN EACH DIRECTION AND AT CIVIL ENGINEER: EACH FACE; SEE TYPICAL ELEVATOR PIT �r � DETAIL FOR ADDITIONAL INFORMATION CONCRETE WALL FOOTING SCHEDULE CHA400 Capital Boulevard, Suite 301 SIZE REINFORCEMENT Rocky Hill, CT 06067 TOP BOTTOM Foundation Reinforcement Telephone 860.855.1055 MARK WIDTH DEPTH LONG WAY SHORT WAY LONG WAY SHORT WAY Dowels REMARKS www.chacompanies.com WF1 T-0" V-0" N/A N/A #5 @ 12"O.C. N/A SAME SIZE AND SPACING AS VERTICAL WALL BARS WF2 21-0" 1'-0" N/A N/A #5 @ 12"O.C. N/A SAME SIZE AND SPACING AS VERTICAL WALL BARS WF-3 3'-0" 1'-4" N/A N/A #5 @ 10"O.C. N/A SAME SIZE AND SPACING AS VERTICAL WALL BARS WF-4 T- 10" V-4" N/A N/A #5 @ 10"O.C. N/A SAME SIZE AND SPACING AS VERTICAL WALL BARS FOOTING SCHEDULE SIZE REINFORCEMENT BOTTOM TOP Foundation MARK LENGTH WIDTH THICKNESS LONG WAY SHORT WAY LONG WAY SHORT WAY Reinforcement Dowels REMARKS F3.0 V-0" 3'-0" 1'-0" 4-#4 BARS 4-#4 BARS N/A N/A SAME SIZE AND SPACING AS VERTICAL PIER BARS F3.5x7.5 7'-6-1 31-6" it-on #5 @ 12"O.C. #5 @ 12"O.C. N/A N/A SAME SIZE AND FOOTING AT SPACING AS FIREPLACE/CHIMNEY VERTICAL BARS DEFORMED BAR TENSION DEVELOPMENT LENGTH(Ld) FOR NORMAL WEIGHT STONE CONCRETE&UNCOATED BARS 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CASEI CASEII CASEI CASEII CASEI CASEII CASEI CASEII CASEI CASEII #3 17 25 15 22 13 20 12 18 12 16 O F N E w #4 22 33 19 29 17 26 16 24 14 21 f//,�P �,E�� OPp 0 #5 28 42 24 36 22 32 20 30 17 26 #6 33 50 29 43 26 39 24 35 21 31 #7 48 72 42 63 38 56 34 51 30 45 .- #8 55 83 48 72 43 64 39 59 34 51 Q S9t�8� �ry #9 62 93 54 81 48 72 44 66 38 57 #10 70 105 61 91 54 81 50 74 43 64SIB #11 78 116 67 101 60 90 55 82 48 71 DEFORMED TENSION BAR NOTES: 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. 2. FOR REINFORCEMENT IN LIGHTNEIGHT CONCRETE,TENSION DEVELOPMENT LENGTH/TENSION LAP LENGTH SHALL BE 1.3x THE VALUES GIVEN. 3. FOR EPDXY-COATED BARS: 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. B. WHERE CONCRETE COVER IS EQUAL TO OR GREATER THAN 3x BAR DIAMETER AND CLEAR SPACING IS GREATER THAN 6x BAR DIAMETER,TENSION DEVELOPMENT LENGTH/TENSION LAP SPLICE LENGTH SHALL BE 1.2x THE VALUES GIVEN. 4. CASE I APPLIES WHEN EITHER OF THE FOLLOWING SETS OF CONDITIONS ARE MET: A. ALL THREE OF THESE: a. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN DB AND b. CLEAR COVER IS NOT LESS THAN DB AND c. STIRRUPS OR TIES ARE PROVIDED THROUGHOUT THE DEVELOPMENT LENGTH AND THE QUANTITY IS NOT LESS THAN THE CODE MINIMUM. B. OR BOTH OF THESE: a. CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED IS NOT LESS THAN 2DB AND b. CLEAR COVER IS NOT LESS THAN DB. CASE II APPLIES TO ALL OTHER CONDITIONS NOT DESCRIBED IN CASE I DEFORMED BAR TENSION LAP SPLICE-CLASS B FOR NORMAL WEIGHT STONE CONCRETE&UNCOATED BARS 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI BAR SIZE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CASEI CASEII CASEI CASEII CASEI CASEII CASEI CASEII CASEI CASEII No. Date Issue #3 22 33 19 28 17 25 16 23 14 20 #4 29 43 25 37 23 34 21 31 18 27 #5 36 54 31 47 28 42 26 38 22 33 04.14.2023 Buidling Department Submittal #6 43 65 37 56 34 50 31 46 27 40 #7 63 94 54 81 49 73 45 67 39 58 #8 72 107 62 93 56 83 51 76 44 66 #9 81 121 70 105 63 94 57 86 50 74 #10 91 136 79 118 71 106 64 96 56 84 #11 101 151 87 131 78 117 71 107 62 93 DEFORMED BAR COMPRESSION DEVELOPMENT DEFORMED BAR COMPRESSION LAP LENGTH(Ldc) SPLICE FOR NORMAL WEIGHT STONE CONCRETE& FOR NORMAL WEIGHT STONE CONCRETE&UNCOATED UNCOATED BARS BARS BAR SIZE 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI BAR SIZE 3000 PSI 4000 PSI 5000 PSI 6000 PSI 8000 PSI CONCRETE CONCRETE: CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE CONCRETE 93 9 8 8 8 8 #3 12 12 12 12 12 #4 11 10 9 9 9 #4 15 15 15 15 15 #5 14 12 12 12 12 #5 19 19 19 19 19 #6 17 15 14 14 14 #6 23 23 23 23 23 #7 20 17 16 16 16 #7 27 27 27 27 27 #8 22 19 18 18 18 #8 30 30 30 30 30 #9 25 22 21 21 21 #9 34 34 34 34 34 #10 28 25 23 23 23 #10 39 39 39 39 39 #11 31 27 26 26 26 #11 43 43 43 43 43 S �601 SCHEDULES Fishers Island House 2680 Peninsula Road Fishers Island, NY 06390 ARCHITECT: GRAPHICAL COLUMN SCHEDULE SCHEDULE FOR COLUMN BASES MV 13 0 ROOF PLAN ROOF PLAN LOCATION COLUMN BASE PLATE GROUT BOTTOM OF Murphy Burnham&Buttricks Architects MARK SECTION TYPE BASE LEVEL BASE OFFSET THICKNESS PLATE REMARKS 48 West 37th Street. 14th Floor 32'-4 3/8" N N 32'-4 3/8" A'-0' HSS5X5X3/8 CBP-D FIRST FIN FL -1'-0" 1 1/2" -101/2" x CQ New York, NY 10018 X X 'x x x x X X A'-1 HSS5X5X1/2 CBP-B T.O.STL FIRST 0" 1 1/2" 1 1/2" x x x x x Telephone 212.768.7676 � U LO W x A'-3 HS55X5X1/2 CBP-B T.O. STL FIRST 0" 1 1/2" 1 1/2" www.mbbarch.com � _ LO _ = cn N = _ A-4 HSS5X5X1/2 CBP-E T.O.STL FIRST 0" 0" 0" x = T_ N N = = A-5 HSS5X5X1/2 CBP-E FIRST FIN FL 0" FIRST FIN FL ,X X x FIRST FIN FL B(-2'-2 3/4")-0 HSS5X5X1/2 CBP-C T.O. STL FIRST 0" 1 1/2" 1 1/2" STRUCTURAL ENGINEER: 23'-6 1/2" Cn � 23'-6 1/2" B-1 HSS5X5X3/8 CBP-A Garden Fin EL. 1'-6" 1 1/2" 1'-7 1/2" _ W to co B-3 HSS5X5X3/8 CBP-A Garden Fin EL. 1'-6" 1 1/2" 1'-7 1/2" M M = = c� B-5 HSS5X5X1/2 CBP-A Garden Fin EL. 1'-6" 1 1/2" 1'-7 1/2" X X si. man. X B-6 HSS5X5X1/2 CBP-A Garden Fin EL. 0" 1 1/2" 1 1/2" Silman Cn Cl) X B-7 HSS5X5X1/2 CBP-A Garden Fin EL. 0" 1 1/2" 1 1/2" 32 Old Slip, 10th Floor _ = cn B-8 HSS5X5X1/2 CBP-A Garden Fin EL. 0" 1 1/2" 1 1/2" = C-0' HSS5X5X3/8 CBP-D FIRST FIN FL -1'-0" 1 1/2" -101/2" New York, NY 10005 Telephone 212.620.7970 Garden Fin EL. Garden Fin EL. www.silman.com 11'-Olt 11'-0" MEP ENGINEER: DERIVE Column Locations ENGINEERS A4 A-5 i'k-7(3'-3') A-8 B(-2'-2 3/4')-0 B-1 B-3 B-5 B-6 B-7 B-8 B-9 B(5'-0 3/4")-10 C-0 C-0' Derive Enginners 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 www.deriveengineers.com GRAPHICAL COLUMN SCHEDULE 00 COLUMN BASE PLATE TYPE SCHEDULE CIVIL ENGINEER: ROOF PLAN x ROOF PLAN SIZE x 32'-4 3/8" Q Q N °�° N N 32'-4 3/8" MARK WIDTH LENGTH THICKNESS GRADE BOLTS LAYOUT REMARKS -�'` uX iX x _ = CBP-A 1311 13„ 1" 1� 36 KSI (4)3/4"DIA. CONCENTRIC TYPE I ► ,X a ,X LO CBP-B 12 12 1 1/2 36 KSI (4) 1 DIA. CONCENTRIC TYPE I CHA co � co U) co Cn co U co LO CBP-C s^ 20" 1^ 36 KSI 400 Capital Boulevard Suite 301 � CBP-D 14" 14" 1 1/2" 36 KSI (4)3/4 DIA. CONCENTRIC TYPE II (8)1 DIA CONCENTRIC TYPE III Rocky Hill, CT 06067 _ = co CBP-E 1" 36 KSI Telephone 860.855.1055 FIRST FIN FL � FIRST FIN FL 23'-61/2" I X( 23'-6 1/2" www.chacompanies.com LO Cn Cn CD Cn Garden Fin EL. Garden Fin EL. 11'-0" 11'-Off Column Locations C-1 C-2 C-3 C4 C-5 C-6(-l'-4 1/2") C(-7'-1 1/2')-6 (4'-5")-6.1(2' C-7 C-8(3'-5 1/4") C-8.1 E-5.1 E-6.1(2'-2 1/8") E(-5")-6.1(4'- 1 E(-5")-6.1(-3'- 2 1/8") 7/8") 5") GRAPHICAL COLUMN SCHEDULE ROOF PLAN ROOF PLAN 32'-4 3/8" ao cv N N N N 32'-4 3/8" M m °�° m °�° o`o m a`o ago X x X CV)x X X X X x x U LO X ►n X 9 X 9 to tn � co Cn co � � Cn _ fn � (n � to cofn to 2 2 2 2 2 FIRST FIN FL = _ Cl) _ _ _ _ = FIRST FIN FL '"""• 23'-6 1/2" 23'-6 1/2" OF NFL r Cc a. a z V Garden Fin EL. Garden Fin EL. ���P 11'-0" 11'-0" Column Locations E-8.1 G-5.1 G(2'-4 3/4')-8.1 H-5.1 H-6.1 H-8.1 1-6.1 1-8.1 A'-0' A'-1 A'-3 A'(-1'-61/8")-5 A'(-1'-61/8"}6 A'(-3'-9 7/8"yl0 No. Date Issue 04.14.2023 Buidling Department Submittal S �602 COLUMN SCHEDULE ABBREVIATIONS AIRSIDE SYMBOLS CONTROL DIAGRAM SYMBOLS - AIRSIDE EQUIPMENT ABV ABOVE LRD LINEAR RETURN DIFFUSER(CEILING,WALL,SILL,OR FLOOR) SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION AC AIR CONDITIONER LSD LINEAR SUPPLY DIFFUSER(CEILING,WALL,SILL,OR FLOOR) S ARCHITECT: SYSTEM DESCRIPTION DUCT RISER TAG ' �// FLEXIBLE DUCT ACCU AIR COOLED CONDENSING UNIT LTHW LOW TEMPERATURE HOT WATER # RISER NUMBER / E AD ACCESS DOOR LVL LEVEL PANEL FILTER HEATING COIL(ELECTRIC) MV 8 ""J 113 P SYSTEM DESCRIPTION PLUMBING RISER —J1r— BREAK I CONTINUATION AFF ABOVE FINISHED FLOOR LWS LOUVER WITH WIRE SCREEN # RISER NUMBER Murphy Burnham&Buttricks Architects AFS AIRFLOW STATION LINT LEAVING WATER TEMPERATURE ST SYSTEM DESCRIPTION ROOF-MOUNTED,MUSHROOM-TYPE EXHAUST C 48 West 37th Street. 14th Floor AHU AIR HANDLING UNIT MAT MIXED AIR TEMPERATURE �# RISER NUMBER STORM RISER GRAVITY RELIEF New York, NY 10018 Al ANALOG INPUT MAU MAKEUP AIR(UNIT) G SYSTEM DESCRIPTION BAG/HIGH EFFICIENCY FILTER Telephone 212.768.7676 �#AL ACOUSTICAL LINING MAX MAXIMUM RISER NUMBER GAS RISER ROOF-MOUNTED MUSHROOM TYPE INTAKE AIR M THREE WAY MIXING BOX www.mbbarch.com ALD AUTOMATIC LOUVER DAMPER(MOTORIZED) MBH THOUSAND BTU PER HOUR P EQUIPMENT DESCRIPTION EQUIPMENT REFERENCE POINT OF DISCONNECT M STRUCTURAL ENGINEER: # AO ANALOG OUTPUT MBTU BRITISH THERMAL UNIT(1000 BTU) EQUIPMENT NUMBER ATC AUTOMATIC TEMPERATURE CONTROL MIN MINIMUM � CEILING SUPPLY DIFFUSER ® CONNECT NEW TO EXISTING MOTORIZED DAMPER BDD BACK DRAFT DAMPER MO(WO) MASONRY OPENING(WALL OPENING) ri aamajn& BMS BUILDING MANAGEMENT SYSTEM NC NORMALLY CLOSED VD Silman BOD BOTTOM OF DUCT NFA NET FREE AREA z CEILING RETURN PANEL/DIFFUSER VOLUME DAMPER VD EMPTY PANEL p� 32 Old Slip, 10th Floor New York, NY 10005 BHP BRAKE HORSE POWER NIC NOT IN THIS CONTRACT SUPPLY/RETURN/EXHAUST REGISTER/GRILLE DAMPER P Telephone 646.738.3574 BIRD BAROMETRIC RELIEF DAMPER NO NORMALLY OPEN (ARROW INDICATES DIRECTION OF FLOW) FSD/AD www.silman.com BTU BRITISH THERMAL UNIT N'TS NOT TO SCALE El COMBINATION FIRE AND SMOKE DAMPERW/ACCESS DOOR CC COOLING COIL OA OUTSIDE AIR —/' CEILING SUPPLY REGISTER/GRILLE MEP ENGINEER: ��E:� CD CEILING DIFFUSER OAT OUTSIDE AIR TEMPERATURE PER I VE CFM CUBIC FEET PER MINUTE OBD OPPOSED BLADE DAMPER z CEILING RETURN REGISTER/GRILLE FD/AD O HORIZONTAL DISCHARGE FAN HEAT RECOVERY WHEEL FIRE DAMPER WITH ACCESS DOOR ENGINEERS CG CEILING GRILLE OED OPEN ENDED DUCT �IE� Derive Enginners CO2 CARBON DIOXIDE P PUMP �ti CEILING EXHAUST REGISTER/GRILLE 665 Broadway Suite 701 CHW CHILLED WATER PIHC PRE-HEAT COIL SD/AD New York, NY 10012 CO CLEAN OUT PIHX PLATE&FRAME HEAT EXCHANGE � PATTERN DIRECTIONOE� www.deriveengineers.com CEILING SUPPLY DIFFUSER(SRROWS INDICATE SMOKE DAMPER WITH ACCESS DOOR CENTRIFUGAL ENCASED TWIN FAN Telephone 646.866.6933 �— —� COD CABLE OPERATED VOLUME DAMPER PSI POUNDS PER SQUARE INCH(GAUGE) CDP CONDENSATE DRAIN PIPING RA RETURN AIR FLEXIBLE CONNECTION,EQUIPMENT,VIBRATION FD/AD FLOOR FIRE DAMPER WITH ACCESS DOOR CIVIL ENGINEER: CID CONDENSATE PUMP RETURN RF RETURN FAN OR SEISMIC CAV CONSTANT AIR VOLUME TERMINAL RIHC REHEAT COIL FSD/AD COMBINATION FLOOR FIRE&SMOKE DAMPER WITH ��j' ROOF MOUNTED CENTRIFUGAL FAN FCU FAN COIL UNIT VANED ELBOW(PROVIDE ALL SQUARE OR ACCESS DOOR A _...- DI DIGITAL INPUT RI_ REFRIGERANT LIQUID RECTANGULAR ELBOWS WITH VANES EVEN IF Qi DN DOWN RPM REVOLUTIONS PER MINUTE SYMBOL IS MISSING SD/AD SMOKE DAMPER WITH ACCESS DOOR j✓ CHA DO DIGITAL OUTPUT RR RETURN REGISTER VANED SHORT RADIUS ELBOW MD MOTORIZED DAMPER Rocky Hill CT 06067 ROOF MOUNTED UPBLAST FAN 400 Capital Boulevard, Suite 301 � DP DIFFERENTIAL PRESSURE IRS REFRIGERANT SUCTION "��" UNIT HEATER Telephone 860.855.1055 EAT ENTERING AIR TEMPERATURE RTU ROOFTOP UNIT VD VOLUME DAMPER E UH Telephwww.cone 860.855.1055 EF EXHAUST FAN RK RECYCLING ROOM EXHAUST SHORT RADIUS ELBOW BDD S ELECTROSTATIC PRECIPITATOR EHC ELECTRIC HEATING COIL SA SUPPLY AIR F, BACKDRAFT DAMPER ERV ENERGY RECOVERY VENTILATOR SCHW SECONDARY CHILLED WATER SUPPLY AIR DUCT dl::� EV EXPANSION VESSEUEXPANSION TANK SD SMOKE DAMPER EWT ENTERING WATER TEMPERATURE SWALD SMOKE DAMPER AND AUTOMATIC LOUVER COMBINATION M A VAV BOX VAV ETK EXPANSION TANK Si- SUPPLY FAN RETURN AIR DUCT dE� MOTOR OPERATED DAMPER F ACCESS PANEL FC FLEXIBLE CONNECTION SG SUPPLY GRILLE FCU FAN COIL UNIT ST SOUND TRAP FDIAD FIRE DAMPER/ACCESS DOOR SEF SMOKE EXHAUST FAN EXHAUST AIR DUCT tj�FD/GA FIRE DAMPER/GRILLE ACCESS TOD TOP OF DUCT ® C a VAV BOX WITH REHEAT COIL FFB FLOOR FROM BELOW TI= TRANSFER FAN DUCT SIZE(CLEAR INSIDE DIMENSION) C COOLING COIL 20"x10" FIRST FIGURE INDICATES PLAN DIMENSION, FTR FIN TUBE RADIATOR TFA TO FLOOR ABOVE SECOND FIGURE INDICATES DEPTH FL FLOOR TFB TO FLOOR BELOW ROUND DUCT DIAMETER FLA FULL LOAD AMPS TG TOP GRILLE 12 EP (CLEAR INSIDE DIMENSION;PLAN) H FSD FIRE SMOKE DAMPER TR TOP REGISTER C HEATING COIL INSPECTIONS FSD/AD FIRE SMOKE DAMPER/ACCESS DOOR TD TRANSFER DUCT LOUVER(ARROW INDICATES INTAKE OR EXHAUST 1.SPECIAL AND PROGRESS INSPECTION ITEMS: FSD/GA FIRE SMOKE DAMPERIGRILLE ACCESS TRX TRASH EXHAUST RELIEF FIRE-RESISTANT PENTRATIONS AND JOINTS BC 1705.17 GPM GALLONS PER MINUTE TX TOILET EXHAUST o MECHANICAL ROUGH-IN INSPECTION EC R106.2.4 GX GENERAL EXHAUST TYP TYPICAL DUCT WITH ACOUSTIC LINING +O BUILDING SYSTEMS ToS 144-6-A-2-e H HUMIDITY UH UNIT HEATER RUNAROUND COIL POINT OF CHANGE INDUCT CONSTRUCTION BY � FIRE-RESISTANT-CONSTRUCTION ToS 144-6-A-2-f HC HEATING COIL VAV VARIABLE AIR VOLUME ° FIRE-RESISTANT PENETRATIONS ToS 144-6-A-2 STATIC PRESSURE CLASS.THE NUMBER ASSIGNS -9 HHW HEATING HOT WATER VD VOLUME DANIPER 1 PRESSURE CLASS(IN.OF WATER)WHICH WILL ENERGY CODE COMPLIANCE ToS 144-6-A-2.1 HPS HIGH PRESSURE STEAM VD D VARIABLE FREQUENCY DRIVE ACCOMODATE MAXIMUM OPERATING PRESSURE INTHE DUCT SUBSECTION.THE SYMBOL CONTINUES Fi FINAL INSPECTION EC R106.2.5RoS 144-6-A-2-1 HP HORSE POWER WMS WIRE MESH SCREEN THE ASSIGNMENT UNTIL THE DUCT TERMINATES OR ANOTHER SYMBOL APPEARS.A'N'SUPERSCRIPT RE-HEAT COIL HX HEAT EXCHANGER(SHELL&TUBE) (300) CUBIC FEET OF AIR PER MINUTE OR GALLONS PER MINUTE INDICATES NEGATIVE PRESSURE C ID INSIDE DIMENSION KW KILOWATT MANUAL SPLITTER DAMPER LAT LEAVING AIR TEMPERATURE LED LINEAR EXHAUST DIFFUSER(CEILING,WALL,SILL,OR FLOOR) a' STANDARD BRANCH TAKE-OFF,NO SPLITTER(45deg F' PRE-HEAT COIL BUILDING AND ZONING INFORMATION: TAP) C ADDRESS: 2680 PENINSULA ROAD,FISHER ISLAND,NY 06390 DUCT MOUNTED COIL(HOT WATER OR STEAM COIL) TAX LOT NUMBER 10-4-13.10 ZONING DISTRICT: R-40 DUCT MOUNTED COIL(ELECTRIC) MOISTURE ELIMINATOR FLOORS 2 STORIES M OCCUPANCY RESIDENTIAL SINGLE DWELLING VANED ELBOW&AIR SPLIT TYPE DUCT TAKE-OFF LOT AREA: 2.13 AC INCLINED RISE OR DROP,IN DIRECTION OF AIR FLOW SCOPE OF WORK NOTE: DIFFUSING SECTION THE PROJECT CONSISTS OF MECHANICAL WORK IN CONJUNCTION WITH THE INTERIOR LINEAR SLOT DIFFUSER RENOVATION AS PER PLANS FILED HEREWITH. NO CHANGE IN USE,EGRESS OR OCCUPANCY. D ENERGY ANALYSIS: STAINLESS STEEL DUCT TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGEMENT,ALL WORK UNDER THIS APPLICATION IS IN COMPLANCE WITH THE NYSECC 2020. NC H HEAT LOOP ASHRAE 183 STATEMENT C HEATING AND COOLING DESIGN LOADS HAVE BEEN DETERMINED IN ACCORDANCE WITH THE PROCEDURES DESCRIBED IN ANSI/ASHRAE/ACCA STANDARD 183. E INSULATION STATEMENT HEATING COIL(ELECTRIC) ALL SUPPLY AND RETURN AIR DUCTS AND PLENUMS SHALL BE INSULATED WITH A MINIMUM OF R-6 INSULATION WHEN LOCATED IN UNCONDITIONED SPACES AND WITH A MINIMUM OF R-8 C INSULATION WHEN LOCATED OUTSIDE OF THE BUILDING.WHEN LOCATED WITHIN A BUILDING ENVELOPE ASSEMBLY,THE DUCT OR PLENUM SHALL BE SEPARATED FROM THE BUILDING EXTERIOR OR UNCONDITIONED OR EXEMPT SPACES BY A MINIMMUM OF R-8 INSULATION. No. Date Issue 04.14.2023 Buidling Department Submittal FISHERS ISLAND KEY PLAN � JO 00 O�- PROJECT ,`� SITE O .�. 1,) NEw y HEEL 0 A Z 08 t226 SS1 M �001 MECHANICAL LEGEND & ABBREVIATIONS PIPING SYMBOLS PIPING SYMBOLS PIPING SYMBOLS CONTROL SYMBOLS SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ARCHITECT: PIPE RISER TAG (�Q DIFFERENTIAL PRESSURE CONTROL VALVE FS FLOW SWITCH CO2 CARBON DIOXIDE SENSOR (SPACE) I V 1313 2 POSITION 2-WAY CONTROL VALVE,TYPE AS SPECIFIED PS p CARBON DIOXIDE SENSOR PRESSURE RELIEF VALVE PRESSURE SWITCH ® (DUCT MOUNTED) Murphy Burnham&Buttricks Architects 48 West 37th Street. 14th Floor 4� CO CARBON MONOXIDE SENSOR New York, NY 10018 2 POSITION 3-WAY CONTROL VALVE,TYPE AS SPECIFIED _ I � PRESSURE REGULATOR,PRESSURE REDUCING L TO R �-� WELL (SPACE) Telephone 212.768.7676 D'4 CARBON MONOXIDE SENSOR www.mbbarch.com -�- THREE WAY VALVE PRESSURE REGULATOR,BACK PRESSURE L TOR - COLD WATER SUPPLY CO (DUCT MOUNTED) �Q- TWO WAY VALVE PRESSURE REGULATOR DIFFERENTIAL PRESSURE MU MAKE-UP WATER RS REFRIGERANT SENSOR STRUCTURAL ENGINEER: S D-- S SMOKE DETECTOR SOLENOID VALVE COMBINED MOTORIZED&DIFFERENTIAL PRESS CONT DRAIN OE NXIMEN41"LL VALVE NEEDLE VALVE CWS CONDENSER WATER SUPPLY FS FIRESTAT Silman --�0�- FLOW LIMITING VALVE 32 Old Slip, 10th Floor TEMPERATURE SENSOR New York, NY 10005 —D4— GATE VALVE,TYPE AS SPECIFIED DRAIN COCK CWR CONDENSER WATER RETURN O (DUCT MOUNTED) Telephone 646.738.3574 www.silman.com -III- BUTTERFLY VALVE(MANUAL) -CHWS- CHILLED WATER SUPPLY T THERMOSTAT VENTURI FLOW METER BUTTERFLY VALVE(AUTOMATIC) -CHWR- CHILLED WATER RETURN El TEMPERATURE SENSOR MEP ENGINEER: DERIVE --� VENTURI/PHEONIX VALVE(EACV,SACV,FHCV) OUTSIDE STEM AND YOKE VALVE -SCHWS- SECONDARY CHILLED WATER SUPPLY O HUMIDITY SENSOR(DUCT MOUNTED) ENGINEERS � ORIFICE PLATE WITH PRESSURE TAPPING Derive Enginners GLOBE VALVE -SCHWR- SECONDARY CHILLED WATER RETURN ' O HUMIDITY SENSOR(SPACEI 665 Broadway Suite 701 BALANCING VALVE(INCLUDING VENTURI SECTION AND New York, NY 10012 DIFFERENTIAL PORTS Telephone 646.866.6933 ANGLE GLOBE VALVEEl STRAINER -HHWS- HEATING HOT WATER SUPPLY HUMIDISTAT www.deriveengineers.com —ICI— --I�J�-- PLUG VALVE -HHWR- HEATING HOT WATER RETURN - PRESSURE SENSOR STRAINER WITH BLOW DOWN CIVIL ENGINEER: n ....� �- DIAPHRAM PRESSURE GAUGE AFC ST STEAM SUPPLY --�- AUTOMATIC FLOW CONTROL DEVICE -�}- CHECK VALVE CDR CONDENSATE RETURN THERMOMETER CHA BASKET TYPE STRAINER 400 Capital Boulevard, Suite 301 CHECK VALVE-SPRING LOADED ARROW INDICATES DIRECTION OF FLOW Q DAMPER END SWITCH Rocky Hill, CT 06067 -�- UNION SCREWED Telephone 860.855.1055 q DAMPER POSITION FEEDBACK www.chacompanies.com UNION FLANGED - BALL VALVE 3 POINT OF DISCONNECT - - 10 AUTOMATIC BLOWDOWN VALVE ® CONNECT NEW TO EXISTING FM ULTRASONIC FLOW METER - PIPE GUIDE --�}- AUTOMATIC Y BLOWDOWN VALVE DDCP DIRECT DIGITAL CONTROL PANEL - D- PIPING BALL JOINT --�- AIRFLOW STATION MANUAL Y BLOWDOWN VALVE � 4 AUTOMATIC AIR VENT (HOT WIRE ANEMOMETER - - AUTOMATIC ANGLE BLOWDOWN VALVE PRESSURE GAUGE WITH SHUT OFF AUTOMATIC AIR VENT WITH SHUT OFF COCK AND COCK �- MANUAL ANGLE BLOWDOWN VALVE DISCHARGE PIPING � PIPE ANCHOR STOP VALVE EXPANSION LOOP 41 SHUT OFF COCK -- EJ EXPANSION JOINT - MULTI PURPOSE VALVE(SHUTOFF/BALANCING/CHECK ----®-- FLEXIBLE CONNECTION ANGLE MULTI PURPOSE VALVE(SHUTOFF/BALANCING/CHECK STEAM PRESSURE GAUGE WITH -�- BALANCING COCK SNUBBER AND SHUT OFF COCK I ANGLE STOP AND CHECK VALVE dP DIFFERENTIAL PRESSURE SENSOR _ FLOW MEASURING AND BALANCING VALVE THERMOMETER FOOT VALVE I TEST POINT --�- QUICK OPENING VALVE QUICK CLOSING VALVE PLATE&FRAME HEAT EXCHANGER - - LOCKSHIELD MANUAL VALVE PRESSURE REDUCING VALVE(STEAM) T 01 THERMOSTATIC STEAM TRAP --�Q- HAND WHEEL NON RISING STEM VALVE --D'4- (3IB INVERTED BUCKET STEAM TRAP HAND WHEEL RISING STEM VALVE GEAR OPERATED VALVE �F&T F&T STEAM TRAP TWO POSITION BUTTERFLY CONTROL VALVE MODULATING BUTTERFLY CONTROL VALVE 2 WAY MODULATING CONTROL VALVE 3 WAY MODULATING CONTROL VALVE - - PINCH VALVE - }- PRESSURE REDUCING VALVE ® PUMP(ARROW POINTS TO DIRECTION OF FLOW) No. Date Issue 04.14.2023 Buidling Department Submittal �O J �O O OF NEw y NEED f O5 - 084226 SS1 M �002 MECHANICAL LEGEND & ABBREVIATIONS 2020 NEW YORK STATE BUILDING CODE AND GENERAL NOTES-FOR TOWN OF SOUTHOLD 18.ALL CONTROL POWER WIRING AND TRANSFORMERS FOR DAMPERS,ACTUATORS,VAV PANELS,ETC SHALL A. GENERAL NOTES BE PROVIDED BY THE CONTROLS CONTRACTOR.BOXES,CONTROL POWER FOR CONTROL DEVICES SHALL BE ARCHITECT: 1.ALL WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF THE BUILDING CODE,NEW YORK STATE, DERIVED FROM SOURCE DESIGNATED BY THE ELECTRICAL CONTRACTOR. 1.EXECUTE THE WORK IN THE BEST AND MOST THOROUGH MANNER AND TO THE SATISFACTION OF THE EFFECTIVE MAY 12,2020 AND ALL AMENDMENTS AND RULES AND REGULATIONS OF THE DEPARTMENT OF 19.PROVIDE ACCESS PANELS IN CEILINGS FOR ACCESS TO EQUIPMENT WHERE NECESSARY.CONTRACTOR CONSULTING ENGINEER,WHO WILL JOINTLY INTERPRET TFE MEANING OF THE DRAWINGS AND SPECIFICATIONS BUILDINGS TO DATE. INSPECTIONS AND SIGN-OFF OF COMPLETED WORK SHALL BE MADE AS PER SECTION SHALL ALLOW FOR ADEQUATE ACCESS FOR ALL BALANCING COMPONENTS AND HVAC EQUIPMENT.ENSURE ALL AND SHALL HAVE THE POWER TO REJECT ANY WORK AND MATERIALS,WHICH IN THEIR JUDGMENT ARE NOT IN 144-3 OF THE FIRE PREVENTION AND BUILDING CODE ADMINISTRATION OF THE TOWN OF SOUTHOLD. MECHANICAL ELEMENTS ARE A MINIMUM 8"ABOVE FALSE CEILING. FULL ACCORDANCE THEREWITH. MV 13 13 Murphy Burnham&Buttricks Architects 2.THE FOLLOWING SPECIAL INSPECTIONS ARE REQUIRED BY THE NYS BUILDING CODE FOR THE HVAC 20.ALL MECHANICAL EQUIPMENT SHALL BE MOUNTED ON HOUSEKEEPING PADS AS INDICATED IN THE 2.EXCEPT FOR CHANGES AS MAY BE SPECIFICALLY APPRCVED BY THE CONSULTING ENGINEERS,IN 48 West 37th Street. 14th Floor SYSTEMS: DRAWINGS COMPLETE WITH ACOUSTIC AND VIBRATION MOUNTS AS INDICATED IN THE STANDARD DETAILS ACCORDANCE WITH ALTERNATES OF OPTIONS STATED HEREINAFTER,ALL WORK MUST BE IN FULL New York, NY 10018 AND SCHEDULES. ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS,COMPLETE IN EVERY WAY AND READY A.SPECIAL CASES-BC 1705.1.1 FOR SATISFACTORY AND EFFICIENT OPERATION WHEN DELIVERED TO THE OWNER. Telephone 212.768.7676 21.ALL SUPPLY&RETURN/EXHAUST GRILLES SHALL BE VISION PROOF WHERE REQUIRED. www.mbbarch.com 3.THE INSPECTIONS DENOTED ON M-001 ARE REQUIRED BY THE NYS BUILDING CODE AND TOWN OF 3.WHERE DISAGREEMENTS OCCUR BETWEEN THE PLANS MD THE SPECIFICATIONS,OR WITHIN EITHER SOUTHOLD FOR HVAC SYSTEMS 22.REFER TO ARCHITECTS DRAWINGS FOR CEILING AND FLOOR MOUNTED GRILLE&DIFFUSER SETTING OUT DOCUMENT ITSELF,THE ITEM OR ARRANGEMENT OF BETTER QUALITY,GREATER QUANTITY OR HIGHER COST 4.TESTS OF MECHANICAL SYSTEMS SHALL BE PERFORMED IN ACCORDANCE WITH FOLLOWING SECTION(S) DIMENSIONS. SHALL BE INCLUDED IN THE BASE BID. STRUCTURAL ENGINEER: OF THE NEW YORK STATE MECHANICAL CODE: 23.THESE DRAWINGS ARE DIAGRAMMATIC IN NATURE.REFERENCE ARCHITECTURAL DRAWINGS FOR 4.THE CONTRACTOR COVENANTS AND AGREES THAT HE AND HIS SUBCONTRACTORS AND HIS AND THEIR DIMENSIONS/RELATIONSHIPS OF ALL EXPOSED ELEMENTS.COORDINATE ALL HIDDEN WORK WITH ALL OTHER AGENTS,SERVANTS AND EMPLOYEES WILL PROVIDE AND AIAINTAIN A SAFE PLACE TO WORK AND THAT HE AND A.HYDRONIC PIPING SYSTEMS-MC 1208 TRADES AND WITH THE FINAL DIMENSIONED LAYOUT OF ELEMENTS FROM ALL TRADES PRIOR TO THE START THEY WILL COMPLY WITH ALL LAWS AND REGULATIONS OF ANY GOVERNMENTAL AUTHORITY HAVING Pq blimaLL OF ANY WORK.REPORT ANY CONFLICTS TO ARCHITECT FOR RESOLUTION PRIOR TO START OF ANY WORK. JURISDICTION THEREOF AND THE CONTRACTOR AGREES TO INDEMNIFY,DEFEND AND HOLD HARMLESS THE Silman 5.THE CONTRACTOR SHALL ENGAGE THE SERVICES OF A PROFESSIONAL ENGINEER TO PROVIDE THE CONSULTING ENGINEER,ARCHITECT AND OWNER FROM AND AGAINST ANY LIABILITY,LOSS,DAMAGE OR 32 Old Slip, 10th Floor REQUIRED SPECIAL INSPECTIONS AND TESTS 24.ALLOW FOR ACCESS GRATINGS TO EQUIPMENT AND DAMPERS HIGHER THAN 10 FEET ABOVE FLOOR LEVEL EXPENSE,INCLUDING ATTORNEYS FEES ARISING FROM FAILURE OR ALLEGED FAILURE ON THE PART OF THE New York, NY 10005 IN MECHANICAL ROOMS. CONTRACTOR,HIS SUBCONTRACTORS AND HIS AND THEIRAGENTS,SERVANTS AND EMPLOYEES TO PROVIDE A.UPON COMPLETION OF THE VENTILATION SYSTEM: AND MAINTAIN A SAFE PLACE TO WORK OR TO COMPLY WITH ALL LAWS AND REGULATIONS OF ANY Telephone 646.738.3574 1.A TEST SHALL BE CONDUCTED IN'THE PRESENCE OF AND UNDER THE DIRECTION OF A LICENSED 25.PROVIDE ACCESS PANEL IN CEILINGS FOR ACCESS TO EQUIPMENT WHERE NECESSARY.REFER TO GOVERNMENTAL AUTHORITY HAVING JURISDICTION THEREOF. www.silman.com PROFESSIONAL ENGINEER QUALIFIED TO CONDUCT SUCH TESTS,THE TEST SHALL SHOW ARCHITECTS CEILING PLANS AND DETAILS. 5.THE CONTRACTOR AND EACH SUBCONTRACTOR COVEN/NTS AND AGREES TO INDEMNIFY,DEFEND AND HOLD COMPLIANCE WITH THE CODE REQUIREMENTS FOR VENTILATION AND THE PROPER FUNCTIONING 26.DRAIN LINES FROM ROOF MOUNTED EQUIPMENT SHALL BE PIPED TO THE NEAREST ROOF DRAIN. HARMLESS THE CONSULTING ENGINEER,ARCHITECT AND OWNER FROM AND AGAINST ANY LIABILITY,LOSS, MEP ENGINEER: OF ALL SMOKE DETECTION,FIRE PROTECTION AND OPERATING DEVICES BEFORE THE SYSTEM IS DAMAGE OR EXPENSE,INCLUDING ATTORNEYS ARISING FROM A FAILURE OR ALLEGED FAILURE ON THE PART R I V E APPROVED. OF THE CONTRACTOR,HIS SUBCONTRACTORS AND HIS AND THEIR AGENTS,SERVANTS AND EMPLOYEES MECHANICAL DUCTWORK PROPERLY TO DISCHARGE THE OBLIGATIONS ASSUMED BY HIM OR THEM IN THE PERFORMANCE OF THE WORK, N G I N E ERS 2.THE LICENSED PROFESSIONAL ENGINEER WHO CONDUCTS THE TESTS SHALL FILE A INCLUDING ANY ACT OR OMISSION ALLEGEDLY RESULTING IN DEATH OR PERSONAL INJURY OR PROPERTY CERTIFICATE AS TO WHETHER THE SYSTEM COMPLIES WITH THE APPLICABLE LAWS.THEY SHALL DAMAGE OR IMPROPER CONSTRUCTION,CONSTRUCTION TECHNIQUES OR THE USE OF IMPROPER OR Derive Enginners ALSO FILE WITHIN THIS CERTIFICATION A REPORT OF THE-EST.THE TEST AND REPORT SHALL BE 1.COMBINATION FIRE SMOKE DAMPERS SHALL BE INSTALLED WHEREVER DUCTWORK PENETRATES A SHAFT INAPPROPRIATE MATERIAL OR TOOLS. MADE IN A MANNER SATISFACTORY TO THE OWNER. ENCLOSURE. 665 Broadway Suite 701 6.THE CONTRACTOR AGREES THAT ANY CONTROVERSY OR DISPUTE TO WHICH THE CONTRACTOR,THE New York, NY 10012 6.THE FOLLOWING WORK ITEMS,COMPONENTS,MATERIALS,CAPACITIES,ETC.SHALL COMPLY WITH THE 2.MAXIMUM LENGTH OF FLEXIBLE DUCTWORK BETWEEN BRANCH AND AIR TERMINAL SHALL BE T-0". ARCHITECT,AND THE CONSULTING ENGINEERS ARE PARTIES SHALL BE SUBMITTED TO ARBITRATION FOR Telephone 646.866.6933 REFERENCED CODE OR STANDARD: DECISION IN ACCORDANCE WITH THE RULES OF SUCH ASSOCIATION FOR CONSTRUCTION INDUSTRY DISPUTES. www.deriveengineers.com 3.PROVIDE VOLUME DAMPERS IN BRANCH AND RUN OUT DUCTWORK FOR ALL AIR OUTLETS AND INLETS. ALL SUBCONTRACTORS LIKEWISE AGREE TO SUBMIT TO SLCH ARBITRATION ANY DISPUTE BETWEEN OR AMONG A.DUCT CONSTRUCTION AND INSTALLATION-MC 603 WHERE DAMPERS ARE ABOVE NON-ACCESSIBLE CEILINGS OR ARE WITHIN CONSTRUCTION,CABLE OPERATED, THEM,THE CONTRACTOR,THE ARCHITECT AND THE CONSULTING ENGINEERS,AND THE CONTRACTOR AGREES WORM-GEAR TYPE,REMOTE NON-ACCESSIBLE VOLUME DAMPERS SHALL BE PROVIDED. TO MAKE AVAILABLE TO THE CONSULTING ENGINEERS ON DEMAND SIGNED COPIES OF THE CONTRACT CIVIL ENGINEER: B.INTAKE OPENING LOCATION,LOCATION OF EXHAUST OUTLETS-MC 401.4,501.3.1 BETWEEN THE OWNER AND THE CONTRACTOR AND BETWEEN THE CONTRACTOR AND HIS SUBCONTRACTORS. 4.PROVIDE 1"INTERNAL DUCT ACOUSTICAL&THERMAL LINING(TYPE:JOHNS MANVILLE PERMACOTE THE CONTRACTOR AND EACH SUBCONTRACTOR AGREE THAT BY SUBMITTING A BID WHICH IS ACCEPTED,THIS C.AIR FILTERS-MC 605 LINACOUSTIC R-300 TYPE II BOARD OR EQUAL AND APPROVED)ON ALL SUPPLY DUCTWORK FOR THE FIRST 1811 PARAGRAPH SHALL BE DEEMED A WRITTEN AGREEMENT TO SUBMIT ANY CONTROVERSY THEREAFTER ARISING '" FROM SUPPLY FAN UNLESS OTHERWISE SPECIFIED ON DRAWINGS,SPECIFICATIONS OR IN SCHEDULES. ARBITRATION. D.DUCT AND TRANSFER OPENINGS-MC 607 CHA 5.SUPPORT ANCHORS SECURED TO THE BOTTOM OF FLOOR SLABS SHALL BE OF THE DROP-IN OR SLEEVE 7.ALL WORK SHALL BE DONE IN CONFORMANCE WITH ALL GOVERNING CODES,INCLUDING AMENDMENTS, E.SMOKE CONTROL SYSTEMS-MC 513 ANCHOR VARIETY. POWDER CHARGED ANCHORING METHODS SHALL NOT BE USED. BULLETINS,ETC.,AS WELL AS STANDARDS OF INSTALLATION AND EQUIPMENT ESTABLISHED FOR THE 400 Capital Boulevard, Suite 301 F.HYDRONIC PIPING-MC 1201 6.PROVIDE DUCT ACCESS DOORS AND CEILING ACCESS PANELS FOR ALL FIRE,SMOKE AND.COMBINATION BUILDINGS,AND REQUIREMENTS OF THE OWNER. Rocky Hill, CT 06067Telephone 860.855.1055 FIRE/SMOKE DAMPERS.CEILING ACCESS PANELS SHALL BE COORDINATED WITH ARCHITECTS REQUIREMENTS. 8.OBTAIN ALL NECESSARY PERMITS AND APPROVAL FROM GOVERNING AUTHORITIES AND FILE ALL NECESSARY www.chacompanies.com 7.MINIMUM TEMPERATURE TO BE MAINTAINED IN OCCUPIED SPACES DURING HEATING SEASON:68 DEG F FORMS. PAY ALL INSPECTION FEES. 7.PROVIDE SMOKE DETECTORS IN ALL DUCTWORK WHERE REQUIRED BY CODE.COORDINATE ALL SMOKE 8.VENTILATION FOR ALL AREAS SHALL COMPLY WITH MC 401. DETECTORS WITH THE ELECTRICAL CONTRACTOR AND THE FIRE ALARM. 9.COORDINATE SCHEDULING OF ALL WORK TO BE PERFORMED WITH OWNER AND/OR HIS AGENT AND INCLUDE 9.A STATEMENT SHALL BE FILED BY THE OWNER OR TENANT IN POSSESSION THAT THE VENTILATING SYSTEM 8.AIR OUTLETS LOCATED IN HIGH CEILINGS SHALL BE FIELD ADJUSTED FOR OPTIMUM DRAFT AND THROW ALL NECESSARY PREMIUM TIME REQUIRED FOR SHUTDOWNS,WORK IN OCCUPIED AREAS, ETC. WILL BE KEPT IN CONTINOUS OPERATION AT ALL TIMES DURING THE NORMAL OCCUPANCY OF THE PERFORMANCE. 10.BEFORE COMMENCING WORK,EXAMINE ALL ADJOINING WORK ON WHICH THIS WORK IS IN ANY WAY STRUCTURE AS REQUIRED BY CODE MC 403.3 DEPENDENT FOR PERFECT WORKMANSHIP ACCORDING TOTHE INTENT OF THIS SPECIFICATION,AND REPORT 9.ALL EXPOSED DUCTWORK SHALL BE INTERNALLY LINED,CLEAN,STICKER FREE AND FREE OF DEFORMITIES TO THE CONSTRUCTION MANAGER ANY CONDITION WHICH DREVENTS PERFORMANCE OF FIRST-CLASS WORK. 10.ALL FIRE DAMPERS SHALL BE ACCEPTED FOR USE BY THE ATHORITY HAVING JURISDICTION AND SHALL BE AND MARKS. NO"WAIVER OF RESPONSIBILITY"FOR INCOMPLETE,INADEQUATE OR DEFECTIVE ADJOINING WORK WILL BE MANUFACTURED AND INSTALLED IN ACCORDANCE WITH UL 55,STANDARD FOR FIRE DAMPERS AND CEILING CONSIDERED UNLESS NOTICE HAS BEEN FILED BEFORE SUBMITTAL OF A PROPOSAL. DAMPERS. 10.LINEAR FLOOR GRILLES AND DIFFUSERS SHALL BE SHOWN ON ARCHITECTURAL DRAWINGS AND SHALL BE HEAVY DUTY. 11.COORDINATE ALL WORK WITH OTHER TRADES TO INSUFE INSTALLATION IS MADE IN ACCORDANCE WITH THE 11.COMBINATION FIRE/SMOKE DAMPERS AND SMOKE DAMPERS SHALL BE ACCEPTED FOR USE BY THE TOWN CONTRACT DOCUMENTS. OF SOUTHOLD DEPARTMENT OF BUILDINGS SHALL BE MANUFACTUEED AND INSTALLED IN ACCORDANCE WITH 11.MOUNT ALL SIDEWALL REGISTERS AT THE SAME ELEVATION OR AS SHOWN ON ARCHITECTURAL DRAWINGS. UL 555S. 12.FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED BY OWNER. 12.ALL SUPPLY AND RETURN GRILLES AND OPENINGS MUST BE COORDINATED WITH ARCHITECTURE USING 12.SMOKE DETECTORS,COMBINATION FIRE/SMOKE DAMPERS AND SMOKE DAMPERS SHALL BE INSTALLED AS THE DESIGN REQUIREMENTS SHOWN ON THE MECHANICAL DRAWINGS AND SCHEDULES. 13.INCLUDE ALL LABOR,MATERIALS,AND APPURTENANCES REQUIRED FOR THE FURNISHING,INSTALLING AND REQUIRED TO CLOSE DAMPERS AND AUTOMATICALLY STOP THE FAN-MC 606/MC 607 TESTING OF ALL WORK.COMPLETE AND MAKE READY FOR OPERATION IN A MANNER SATISFACTORY TO THE 13.APPROVED COORDINATION DRAWINGS TO BE USED FOR ELEVATIONS AND LOCATIONS OF DUCTWORK AND ARCHITECT AND CONSULTING ENGINEER,ALL WORK SHOWN ON DRAWINGS AND SPECIFIED HEREIN. 13.REFER TO ARCHITECTURAL DRAWINGS FOR REQUIRED FIRE RATED WALL AND SMOKE WALL EQUIPMENT. CONSTRUCTION AND LOCATION. 14.ALL WORK SHALL BE GUARANTEED FOR ONE(1)FULL YEAR FROM THE DATE WHEN THE OWNER HAS ISSUED 14.ALL OPEN ENDED DUCTS TO HAVE WIRE MESH SCREENS. A"CERTIFICATE OF SUBSTANTIAL COMPLETION". 14.THESE PLANS ARE APPROVED ONLY FOR THE WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING 15.OUTDOOR AIR OPENINGS WITHIN 10'OF CONTAMINANTS SHALL POSITIONED TO CONFORM TO ASHRAE 62.1 15.PROVIDE TEMPERATURE CONTROL DEVICES FOR ALL EQUIPMENT,THERMAL ZONE.HEATING&COOLING APROVED OR IN ACCORDANCE WITH APPLICABLE CODES. 2013 REQUIREMENTS. COILS AND EACH 15.TO THE BEST OF THE APPLICANTS KNOWLEDGE,BELIEF AND PROFESSIONAL JUDGEMENT,THESE PLANS 16.ALL AIR PLENUM SHALL BE 18 GAGE SHEET METAL. 16,DIMENSIONS INDICATED ON THESE DRAWINGS ARE CLEAR,INSIDE DIMENSIONS. ARE IN COMPLIANCE WITH THE NEW YORK SLATE ENERGY CONSERVATION CODE, C MECHANICAL PIPEWORK 17.CONTRACTOR SHALL ALLOW FOR ADEQUATE FLEXIBLE DUCT AND PIPE CONNECTIONS.CONNECTION SHALL 16.TESTS OF SOUND POWER LEVEL OF MECHANICAL EQUIPMENT SHALL BE CONDUCTED IN ACCORDANCE CONFORM TO THE REQUIREMENTS OF THE MECHANICAL DETAILS AND SPECIFICATIONS. WITH LOCAL AUTHORITY HAVING JURISDICTION. 1.ALL PIPING TO ALLOW FOR EXPANSION BY MEANS OF EXPANSION LOOP AND PIPE ANCHORS. 18.IN ADDITION TO ROTATING EQUIPMENT CONNECTIONS,FLEXIBLE ACOUSTIC ISOLATION,BUILDING 17.GENERATOR SHALL BE IN COMPLIANCE WITH SECTION BC 2702 EMERGENCY AND STANDBY POWER CONNECTIONS SHALL OCCUR AT ALL MOVEMENT JOINTS,AND AT ALL"BOX-IN BOX"CONSTRUCTION. SYSTEMS. COORDINATE REQUIREMENTS WITH ALL OTHER DRAWINGS. 2.ALL GAS-FIRED APPLIANCES SHALL BE VENTED IN ACCORDANCE WITH NFPA-54,REFERENCED IN THE NYS BUILDING CODE AND WITH LOCAL E-DESIGNATION CODE. 19,ALL SUSPENDED EQUIPMENT TO BE HUNG WITH VIBRATION ISOLATORS PER SPECIFICATION SECTION. 3.PROVIDE GAS SAFETY SHUT-OFF VALVES ON BOTH THE FIRM AND INTERRUPTIBLE GAS MAINS LOCATED IN MECHANICAL DETAILS AND THE BOILER ROOM.THE CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS PER THE SPECIFICATION, 20.CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE VIBRATION ISOLATION REQUIREMENTS IN THE 4.ALL PIPING IN UNHEATED AREAS OR OUTSIDE SHALL BE HEAT TRACED. SPECIFICATIONS&STANDARD DETAILS. 5.COORDINATE WITH PLUMBING CONTRACTOR FOR ALL GAS CONNECTIONS TO GAS FIRED EQUIPMENT. 21.PROVIDE FIRE DAMPERS WHEN CROSSING RATED WALLS.REFER TO RATED WALL LOCATIONS AND ARCHITECTURAL DRAWINGS FOR FIRE TYPES. 6.DRAIN LINES FROM CEILING MOUNTED EQUIPMENT SHALL BE PIPED TO THE NEAREST FLOOR DRAIN OR 22.BUILDING SMOKE PURGE SYSTEMS SHALL COMPLY WITH THE REQUIREMENTS OF THE NYS BUILDING CODE SANITARY LINE. OF 2020 AND WITH ANY LOCAL AHJ REQUIREMENTS-IF APPLICABLE. 7.HEAT TRACE ALL HEATING HOT WATER PIPE LOCATED ABOVE GRADE OUTSIDE OF BUILDINGS,OR IN 23.SUPPORT ANCHORS SECURED TO THE BOTTOM OF FLOOR SLABS SHALL BE OF THE DROP-IN OR SLEEVE COVERED WALKWAYS. ANCHOR VARIETY. POWDER CHARGED ANCHORING METHODS SHALL NOT BE USED. 8.ALL PIPING PASSING THROUGH MASONRY WALLS SHALL HAVE A SLEEVE,SEE SPECIFICATIONS. 24.COORDINATE WITH ARCHITECT FOR FINAL LOCATIONS OF ALL APPROVAL PRIOR TO INSTALLATION 9.ALL PIPING PASSING THROUGH FIRE-RATED WALLS SHALL HAVE A FIRE-RATED SLEEVE-SEE THERMOSTATS AND SEEK ENGINEER SPECIFICATIONS. 10,REFRIGERANT PIPE INSULATION AND VAPOR BARRIERS SHALL BE CONTINUOUS THROUGH PIPE HANGERS. 11.ALL BLACK STEEL PIPE HANGERS SHALL BE PAINTED PRIOR TO INSTALLATION, 12.PROVIDE A STRAIGHT RUN OF PIPING AT PUMP SUCTIONS OF LENGTH AT LEAST 5 PIPE DIAMETERS. No. Date Issue 04.14.2023 Buidling Department Submittal �0 IR J .�O,OF NEW y HEEL W 2 084226 SSIONP� M 0 0 3,omb, MECHANICAL GENERAL NOTES GENERAL NOTES 1) CONDENSATE PIPING FROM VRF FAN COIL UNITS SHALL UTILIZE GRAVITY TO DRAIN.ROUTE CONDENSATE DRAIN PIPING FROM VRF FAN COIL UNITS TO NEAREST WASHING MACHINE OR SINK DRAIN.CONTRACTOR SHALL VERIFY USE OF GRAVITY DRAIN FOR EACH FAN COIL UNIT PRIOR TO PIPE INSTALLATION AND BRING TO THE ATTENTION OF THE ENGINEER ANY LOCATION WHERE A CONDENSATE PUMP MAY BE REQUIRED DUE TO FIELD CONDITIONS OR CHANGES DURING CONSTRUCTION,ENGINEER WILL REVIEW LOCATION AND MAKE A DETERMINATION ON THE INSTALLATION OF A CONDENSATE PUMP.REFER TO DETAILS ON DRAWING M-500.00 FOR FURTHER INFORMATION. 2) CONTRACTOR TO CONTACT ARCHITECT/ENGINEER IMMEDIATELY IF DESIGN SCOPE IS IN CONFLICT WITH ANY ARCHITECTURAL OR STRUCTURAL ELEMENTS. 3) PROVIDE WIFI ENABLED THERMOSTAT CAPABLE OF INTEGRATING FAN COIL UNITS AND RADIANT FLOOR ZONES.FAN COIL UNIT COOLING MODE TO BE LOCKED OUT DURING RADIANT FLOOR OPERATION AND VICE VERSA. ARCHITECT: 4) PROVIDE CABLE OPERATED DAMPER 1VHERE ACCESS TO VOLUME DAMPER IS NOT ACHIEVABLE. MV 3 5) ALL PIPE PENETRATIONS THROUGH FIRE RATED PARTITIONS AND FLOORS TO BE FIRE-STOPPED. Murphy Burnham&Buttricks Architects 6) TEF TO BE CONTROLLED BY TOGGLE SWITCH.SEE ELECTRICAL LIGHTING DRAWINGS FOR LOCATIONS OF SWITCH 48 West 37th Street. 14th Floor 7) ALL FREE RETURN DUCT TAPS TO BE PROVIDED WITH WIRE MESH SCREENS AND ACOUSTIC TRANSFER DUCTWORK PER DETAIL IN M-500. New York, NY 10018 Telephone 212.768.7676 8) ALL DUCTWORK SHALL BE ACOUSTICALLY LINED WITH 1 INCH INSULATION.DUCT DIMENSIONS SHOWN ON PLAN INDICATE CLEAR INSIDE DUCT DIMENSIONS. www.mbbarch.com STRUCTURAL ENGINEER: RETURN DUCT WITH WIRE MESH SCREEN EXTENDED TO FREE RETURN PLENUM E 011maju (TYP.OF ALL UNLESS SHOWN AS HARD DUCTED RETURN BACK TO UNIT) Silman 1.5 TON HORIZONTAL DUCTED CONCEALED UNIT SERVING 32 Old Slip, 10th Floor ENTRY AND CORRIDOR ABOVE.DUCTS TO FLOOR New York, NY 10005 MOUNTED LINEAR BAR GRILLE.FREE RETURN BACK TO FREE RETURN PLENUM SERVING FCU-4 FREE RETURN PLENUM SERVING FCU-2&FCU-6 Telephone 646.738.3574 UNIT VIA SIDEWALL MOUNTED LINEAR BAR GRILLES. www.silman.com 4.0 TON HORIZONTAL DUCTED CONCEALED UNIT SERVING KITCHEN,DINING AND 1.5 TON VERTICAL DUCTED UNIT CONCEALED IN CLOSET LIVING ROOMS ABOVE.SUPPLY DUCTS TO FLOOR MOUNTED LINEAR BAR GRILLE. SERVING PRIMARY BEDROOM SUITE ABOVE.DUCTS TO DUCTED RETURN BACK TO UNIT VIA TOE-KICK GRILLES. 0.5 TON WALL MOUNTED UNIT M-a FLOOR MOUNTED LINEAR BAR GRILLE.FREE RETURN MEP ENGINEER: GARDEN LEVEL. DERIVE SERVING MECHANICAL SPACE IN BACK TO UNIT VIA LINEAR BAR FLOOR GRILLES. 6 X 6 SA DUCT TAP WITH CABLE OPERATED 6"WEATHERISNOW-PROOF INTAKE 6 X 6 SA DUCT TAP WITH CABLE OPERATED VOLUME DAMPER SUPPLYING 100 CFM TO PLENUM VOLUME DAMPER SUPPLYING 77 CFM TO CONNECTION TO AREA WAY ABOVE RFM-1 BOX CONNECTED TO FLOOR MOUNTED LINEAR BAR GRILLE ABOVE ENGINEERS PLENUM BOX CONNECTED TO FLOOR MOUNTED SERVING FIREPLACE.AR HITECT 6 X 6 SA DUCT TAP WITH CABLE OPERATED VOLUME DAMPER SUPPLYING 50 CFM TO PLENUM BOX Derive Enginners LINEAR BAR GRILLE ABOVE (TYP.OF 12) TO FINALIZE LOCATIO .2 5 6"x6"RA CONNECTED TO FLOOR MOUNTED LINEAR BAR GRILLE ABOVE 665 Broadway Suite 701 M��' ^�^�+ ""D1 120 CFM 4"X 4"TX DUCT UP New York, NY 10012 -- vD - - --- - - -- - -- -- - - ---- _-- - - — Telephone 646.866.6933 VD V VD VD V VD 24"x10"SAV42�D VD I ii _ _---_-- _ __ __ __= VD:= VD' VD D www.deriveengineers.com VD _ - D -- www.deriveen ineers.com 24"x6" 24"x8"SA I 28" 10"SA CFCU-1I - FCU-16 � _ _________ CIVIL ENGINEER: VD - DROPPED SOFFIT CONCEALING MAIN SUPPLY DUCTS FROM VD _ " FCU-6 LSD-9 FCU-6 AND FCU-2 BELOW STRUCTURA MS. 10 M�oz N � 28"x10"RA I 160 CFM T JJ " " ( VD c"an I 6"WEATHER/SNOW-PROOF INTAKE CONNECTION TO AREA WAY VD 28"x10"RA JJJIV 6 x6 SA I x SERVING FIREPLACE.ARCHITECT TO FINALIZE LOCATION. CHA J ¢ MD J70 CFM n n J x _ _ — 6 xs SA 400 Capital Boulevard, Suite 301 JJJJ N I x I " (50 CFM V `�`�� 18"x6"RA ����, 6"ID TWIN WALL INSULATED FIREPLACE VENT TO FLOOR ABOVE Rocky Hill, CT 06067 VD 0 10 x10 I VD o"x1o"Ex a xs sA v ^ vD � 4 x4 TX — Telephone 860.855.1055 ERV-1 160 CFM 6"x6 IRA`-� JI TEF-1 �� VD www.chacompanies.com a _6)CFM BDD V - DUCT UP TO FLOOR ABOVE M�01 10"x10"SA _ FREE RETURN DUCT TAP WITH WIRE MESH SCREEN FROM TOE KICK GRILLE IN MASTER DUCTED RETURN TAP FROM TOE ` 10"x10"OA VD 6"x6"SA _ JJ� LRD-9 _ FCU-2 BEDROOM ABOVE TO PLENUM CONCEALING FCU-6(TYP.OF 2) KICK GRILLE ABOVE(TYP.OF 2) FCU4 120 CFM n300 CFM ZONE 1 n n 24 x6 RA = I 6"x6"SA L j 60 CFM ------- 6 X 6 SA DUCT TAP WITH CABLE OPERATED VOLUME DAMPER SUPPLYING FT 75 CFM TO PLENUM BOX CONNECTED TO FLOOR MOUNTED LINEAR BAR FCU-1B GRILLE ABOVE(TYP.OF 4) - - - --- ---- - -- _ni T V L J LRD-2 12"x 6"SA DUCT TAPS TO 60"SUPPLY PLENUM BOXES(TYP.OF 2)CONNECTED 600 CFM TO A SOFFIT MOUNTED LINEAR SLOT SUPPLYING 300 CFM TO SPACE. 18"x6"S - FREE RETURN DUCT TAP WITH WIRE MESH SCREEN FROM FLOOR MOUNTED N 8"x6"SA LINEAR BAR GRILLE IN MASTER CLOSET ABOVE TO PLENUM CONCEALING FCU-6 /MD O VD VD 12"x6"SA V Vy VD CEILING MOUNTED FREE RETURN SLOT TO PLENUM CONCEALING FCU-2 FREE RETURN DUCT TAP WITH WIRE MESH SCREEN FROM TOE KICK LINEAR 0.5 TON WALL MOUNTED UNIT SERVING FC -1A� 'u5 BAR GRILLE IN BATHROOM ABOVE TO PLENUM CONCEALING FCU-6 STORAGE SPACE IN GARDEN LEVEL FCU-1A ao 20 X 6 SA DUCT TO FLOOR ABOVE VD 8"x6"RA V " GENERAL EXHAUST DUCT TO FLOOR ABOVE FROM CEILING MOUNTED EXHAUST GRILLE " EXHAUST DUCT FROM ERV TO FLOOR ABOVE. INTERLOCK MOTORIZED DAMPER WITH ERVA OPERATION VD 160 CFM EG- 6"X6"SP 6 X 6 SA DUCT TAP WITH CABLE OPERATED VOLUME DAMPER SUPPLYING 60 CFM TO 6"ID TWIN WALL INSULATED FIREPLACE VENT TO FLOOR ABOVE 8"x6"SA 750 CI M PLENUM BOX CONNECTED TO FLOOR MOUNTED LINEAR BAR GRILLE ABOVE , 160 CFM 0.6 TON FLOOR MOUNTED CONCEALED UNIT SERVING WORKSHOP ON GARDEN FLOOR. OUTDOOR AIR.DUCT FROM ERV TO FLOOR ABOVE.INTERLOCK MOTORIZED DAMPER WITH ERVA OPERATI 1 4"x4"RA , FCU-3A ARCHITECT TO COORDINATE MILLWORK ENCLOSURE WITH GRILLES FOR SUPPLY AND 50 CFM VD RETURN.(TYP.OF 2) SOFFIT MOUNTED 96"LONG RETURN LINEAR BAR GRILLE WITH ACOUSTIC TRANSFER 500 CFM ENERGY RECOVERY VENTILATOR CONCEALED IN STORAGE ROOM PROVIDING WHOLE HOUSE VENTILATION 4"x8"RA ����` DUCTWORK AND CABLE OPERATED DAMPER SERVING CORRIDOR AND ENTRY SPACES BACK TO 110 CFM D '` PLENUM CONCEALING FCU-4.PAINT INSIDE OF ACOUSTIC TRANSFER RETURN BOOT BLACK. M (REFER TO M-402 FOR MORE DETAILS) 6 X 6 SA DUCT TAP WITH CABLE OPERATED VOLUME DAMPER SUPPLYING 75 CFM TO PLENUM BOX CONNECTED TO FLOOR MOUNTED LINEAR BAR GRILLE ABOVE(TYP.OF 8) 1 \) 1 �� 16"X6" 0.67 TON HORIZONTAL DUCTED UNIT CONCEALED IN PLENUM ABOVE DROPPED CEILING IN POWDER ROOM TO SERVE EAST ZONE ON GARDEN FLOOR.DUCTS TO � 16 X 6 SA DUCT TAP WITH CABLE OPERATED VOLUME DAMPER SIDEWALL LINEAR SLOT/BAR GRILLE CONCEALED IN PLENUM.FREE RETURN BACK TO UNIT VIA SIDEWALL MOUNTED LINEAR BAR GRILLE/SLOT. VD SUPPLYING 200 CFM TO PLENUM BOX CONNECTED TO SIDEWALL MOUNTED LINEAR BAR GRILLE ABOVE PROVIDE FREI:RETURN OPENING WITH A WIRE MESH SCREEN ABOVE THE CEILING FOR A FREE RETURN PATH BACK TO - PLENUM CONCEALING FCU4(MINIMUM FREE AREA REQUIRED:2 SOFT) M�00 PROVIDE SEPERATION BETWEEN WORKSHOP AND ALL ADJACENT SPACES TEMPERATURE SENSOR INTERGRATED WITH 16SN, VD THERMOSTAT SERVING FCU-2 AND ZONE 2 1 r, ,1_ 1 6 X 6 SA DUCT TAP WITH CABLE OPERATED VOLUME DAMPER SUPPLYING 75 CFM TO PLENUM BOX CONNECTED TO FLOOR MOUNTED LINEAR BAR GRILLE ABOVE(TYP.OF 11) `1 16"x6" VD FCU-3B 1 \ VD 6"x12"RA , ` I " 6"x18"RA LSD-10 750 CFM DUCTED RETURN TAP FROM FLOOR MOUNTED LINEAR BAR GRILLE ABOVE TO 6^x12 SA ` 2�"X8"Pill, PLENUM CONCEALING FCU-7(TYP.OF 5) \ " 8"x6"SA FCU-3A 4"x4"RA 8"x24"RA D 110 CFM FCU-36 T 1 50 CFM MD 8 x18 SA - _ - RFM-2 ,VD / AMCA 540/550 LISTED INTAKE LOUVER LOCATED ABOVE DOOR(MINIMUM FREE AREA:1.5 SOFT)PROVIDING MAKE UP AIR INTO WORKSHOP. MOTORIZED DAMPER TO BE INTERLOCKED WITH WEX-1 OPERATION. 10"x24"RA \ � � a �� 10"x24"SA VD` LRD-8 ARCHITECT TO COORDINATE DROPPED SOFFT TO ALLOW FOR RETURN AIR 3.0 TON VERTICAL DUCTED UNIT CONCEALED IN CLOSET SERVING 1ST FLOOR \ N 300 CFM DUCT FROM ERV TO TRANSITION UNDER BEAM SOUTH FACING ZONES ABOVE. 1 6"x6"SA 8"x6"SA " 1�� D 50 CFM FCU-8 FCU-7 J ZONE 3 VYV SA VD FREE RETURN VIA CEILING MOUNTED CONTINUOUS RETURN SLOT WITH ACOUSTIC - N VD TRANSFER DUCTWORK AND CABLE OPERATED DAMPERS BACK TO PLENUM -400 M _ CONCEALING FCU-8 1 0.5 TON HORIZONTAL DUCTED UNIT CONCEALED IN PLENUM ABOVE DROPPED ` u' No. Date Issue CEILING IN GUEST BATHROOM SERVING GUEST SUITE ON GARDEN FLOOR.DUCTS BDDO--- TO SIDEWALL LINEAR SLOT/BAR GRILLE CONCEALED IN PLENUM.FREE RETURN - VD .„ V" VD 04.14.2023 Buidling Department Submittal BACK TO UNIT VIA CEILING MOUNTED LINEAR BAR GRILLE/SLOT. FCU-8 TEF- " 12"X6"SA FREE RETURN PLENUM SERVING FCU-8 VD VD /,�' 4"X4"TX DUCT UP O LSD-8 300 CFM 24"X 24"ACCESS PANEL AT ALL DUCTED CONCEALED FAN COIL UNITS 12"x 6"SA DUCT TAPS WITH CABLE OPERATED DAMPERS TO 60"SUPPLY PLENUM BOXES(TYP.OF 2)CONNECTED TO A CEILING MOUNTED LINEAR SLOT SUPPLYING 300 CFM TO SPACE.FREE RETURN VIA CEILING MOUNTED CONTINUOUS RETURN SLOT VO WITH ACOUSTIC TRANSFER DUCTWORK BACK TO PLENUM CONCEALING FCU-8 O` O of NEWy NEE! �F 0.�� FAA 084226 SS1 GARDEN FIN FL - MECHANICAL SCALE 3/16"=1'-0" M � i 00 GARDEN FIN FL MECHANICAL DUCT GENERAL NOTES 1) CONDENSATE PIPING FROM VRF FAN COIL UNITS SHALL UTILIZE GRAVITY TO DRAIN.ROUTE CONDENSATE DRAIN PIPING FROM VRF FAN COIL UNITS TO NEAREST WASHING MACHINE OR SINK DRAIN.CONTRACTOR SHALL VERIFY USE OF GRAVITY DRAIN FOR EACH FAN COIL UNIT PRIOR TO PIPE INSTALLATION AND BRING TO THE ATTENTION OF THE ENGINEER ANY LOCATION WHERE A CONDENSATE PUMP MAY BE REQUIRED DUE TO FIELD CONDITIONS OR CHANGES DURING CONSTRUCTION.ENGINEER WILL REVIEW LOCATION AND MAKE A DETERMINATION ON THE INSTALLATION OF A CONDENSATE PUMP.REFER TO DETAILS ON DRAWING M-500.00 FOR FURTHER INFORMATION. 2) CONTRACTOR TO CONTACT ARCHITECT/ENGINEER IMMEDIATELY IF DESIGN SCOPE IS IN CONFLICT WITH ANY ARCHITECTURAL OR STRUCTURAL ELEMENTS. ARCHITECT: 3) PROVIDE WIFI ENABLED THERMOSTAT CAPABLE OF INTEGRATING FAN COIL UNITS AND RADIANT FLOOR ZONES.FAN COIL UNIT COOLING MODE TO BE LOCKED OUT DURING RADIANT FLOOR OPERATION AND VICE VERSA. 4) PROVIDE CABLE OPERATED DAMPER INHERE ACCESS TO VOLUME DAMPER IS NOT ACHIEVABLE. 5) ALL PIPE PENETRATIONS THROUGH FIRE RATED PARTITIONS AND FLOORS TO BE FIRE-STOPPED. Murphy Burnham&Buttricks Architects 6) TEF TO BE CONTROLLED BY TOGGLE SWITCH.SEE ELECTRICAL LIGHTING DRAWINGS FOR LOCATIONS OF SWITCH 48 West 37th Street. 14th FloorNew York, NY 10018 [Vl 7) ALL DUCTWORK SHALL BE ACOUSTICALLY LINED WITH 1 INCH INSULATION.DUCT DIMENSIONS SHOWN ON PLAN INDICATE CLEAR INSIDE DUCT DIMENSIONS. Telephone 212.768.7676 www.mbbarch.com 6"ID TWIN WALL INSULATED FIREPLACE VENT FROM BELOW TO TERMINATE AT FIREPLACE WITH MANUAL DAMPER STRUCTURAL ENGINEER: Ph 12 X 6 SA DUCT TAP FROM BELOW WITH CABLE OPERATED VOLUME DAMPER SUPPLYING 150 CFM TO PLENUM BOX CONNECTED TO A SIDEWALL MOUNTED Silman LINEAR SUPPLY BAR GRILLE.ARCHITECT TO 32 Old Slip, 10th Floor COORDINATE SHAFT ENCLOSURE TO CONCEAL DUCT. New York, NY 10005 Telephone 646.738.3574 EXHAUS'r DUCT FROM ERV BELOW TO GOOSENECK TEMPERATURE SENSOR INTERGRATED WITH TOE KICK LINEAR BAR GRILLE WITH INACTIVE SECTION BLANKED www.silman.com TERMINATION ON ROOF ABOVE.ARCHITECT TO THERMOSTAT SERVING FCU-5 AND ZONE 4 OFF.ARCHITECT TO COORDINATE MILLWORK INSTALLATION COORDINATE SHAFT ENCLOSURE TO CONCEAL DUCT FLOOR MOUNTED LINEAR RETURN BAR GRILLE 2 �02 P E R IV E MEP ENGINEER: FLOOR MOUNTED LINEAR SUPPLY BAR GRILLE WITH 6"WEATHER/SNOW-PROOF INTAKE (TYP.OF ALL UNLESS SPECIFIED OTHERWISE) OPPOSED DAMPER ACCESSORY(TYP.OF ALL CONNECTION TO AREA WAY UNLESS SPECIFIED OTHERWISE) SERVING FIREPLACE.ARCHITECT TEMPERATURE SENSOR INTERGRATED WITH ENGINEERS TO FINALIZE LOCATION. THERMOSTAT SERVING FCU-6 AND ZONE 5 Derive Enginners M-401 M401 M401 665 Broadway Suite 701 New York, NY 10012 ® Telephone 646.866.6933 LSD-JA + 23o -1 LSD-1A I SL D-3A LSD- www.deriveengineers.com 230 CFM230 CFM i 1 150 CFM 1 150 CFM SI D-3B CIVIL ENGINEER: 50 CFM - M.�z LSD-1A 100 CFM UN ® T 230 CFM 1 ---► CHA x T 400 Capital Boulevard, Suite 301 TOE KICK LINEAR BAR GRILLE.ARCHITECT TO F- LRD 36 Rock Hill, CT 06067 COORDINATE MILLWORK INSTALLATION TEF-2 T 75 FM y ., Telephone 860.855.1055 —+► .�— i '— www.chacompanies.com j( _1 LSD-3D M3-0 LRD-1 LRD-1 I( LRD-3C T LRD-3A 150 CFM FCU-6 653 CFM 653 CFM 6"x6"TX 230 CFM 295 CFM LiZONE 5 CEILING MOUNTED LINEAR SLOT SUPPLYING IN T HIGH THROW CONFIGURATION.(TYP.OF 2) SD- B TEF-1 FCU-2—� 340 CFM ZONE 2 10"KX DUCT WITH BACKDRAFT DAMPER TO ROOF FCU-5 ABOVE.KITCHEN EXHAUST HOOD TO NOT EXCEED ZONE 4 395 CFM.PROVIDE REDUCING COLLAR IF T + LSD-1C LSD-2A LSD-2 A REQUIRED. VD VD 6"x6"SA 45 CFM 225 CFM 225 CFM o - — — N J ® SIDEWALL MOUNTED TOE KICK FREE RETURN LINEAR BAR GRILLE MD LSD-5 GENERAL EXHAUST DUCT FROM BELOW TO ROOFTOP MOUNTED SL D-26 60 CFM A EXHAUST FAN ABOVE.ARCHITECT TO COORDINATE SHAFT 20 X 6 SUPPLY AIR DUCT FROM FLOOR BELOW. 150 CFM ENCLOSURE TO CONCEAL DUCT. ARCHITECT TO COORDINATE SHAFT ENCLOSURE DRYER EXHAUST DUCT UP TO ROOF ABOVE.PROVIDE RIGID METALLIC DRYER EXHAUST DUCT TO CONCEAL DUCT O FROM DRYER ROUTED THROUGH A SECONDARY LINT TRAP SIMILAR OR EQUAL TO FANTECH DBLT4W.SIZING,ROUTING AND VIABILITY OF SECONDARY LINT TRAP WITH BOOSTER FAN TO 4"X 4"TX DUCT UP TO GOOSENECK TERMINATION RD 5 CFM BE FINALIZED IN ACCORDANCE WITH MANUFACTURER REQUIRMENTS OF DRYER SELECTION ON ROOF ABOVE TEMPERATURE SENSOR INTERGRATED WITH 6"ID TWIN WALL INSULATED FIREPLACE VENT FROM BELOW TO TERMINATE AT THERMOSTAT SERVING FCU-7 AND ZONE 6 FIREPLACE WITH MANUAL DAMPER 6"X 6"TX DUCT UP TO GOOSENECK TERMINATION ON ROOF ABOVE M400 —16 X 6 SA DUCT TAP FROM BELOW WITH CABLE OPERATED OUTDOOR AIR DUCT FROM ERV BELOW TO ARCHITECTURALLY CONCEALED AMCA 540/550 VOLUME DAMPER SUPPLYING 200 CFM TO PLENUM BOX LISTED 114TAKE LOUVER (MINIMUM FREE AREA:0.65 SQFT).ARCHITECT TO COORDINATE SHAFT CONNECTED TO A SIDEWALL MOUNTED LINEAR SUPPLY BAR ENCLOSURE TO CONCEAL DUCT AND FINAL LOCATION OF LOUVER. 4"X 4"TX DUCT FROM BELOW UP TO GOOSENECK GRILLE.ARCHITECT TO COORDINATE SHAFT ENCLOSURE TO TERMINATION ON ROOF ABOVE LRD-4 CONCEAL DUCT. 225 CFM T 3 , CF M400 LSD-6 LSD-4 225 CFM FCU-7 ZONE-6 TEF-1 ZLRD-6 BDD 200 CFM —° BDD 6"X 6"TX DUCT FROM BELOW UP TO GOOSENECK TERMINATION ON ROOF ABOVE TEF-1 LSD-4 LRD-7 225 CFM 375 CFM LRD-4 225 CFM D S LSD-7A 150 CFM 2 TEMPERATURE SENSOR INTERGRATED WITH M400 ® No. Date Issue THERMOSTAT SERVING FCU-7 AND ZONE 6 225 M 04.14.2023 Buidling Department Submittal 4"X 4"TX DUCT FROM BELOW UP TO GOOSENECK TERMINATION ON ROOF ABOVE �O J �O O` O OF NEWy NEE( �,'A .I Z 084226 SSIONP FIRST FIN. FL. - MECHANICAL SCALE 3/16"=V-O" FIRST FIN . FL.MECHANICAL DUCT GENERAL NOTES 1) CONDENSATE PIPING FROM VRF FAN COIL UNITS SHALL UTILIZE GRAVITY TO DRAIN.ROUTE CONDENSATE DRAIN PIPING FROM VRF FAN COIL UNITS TO NEAREST WASHING MACHINE OR SINK DRAIN.CONTRACTOR SHALL VERIFY USE OF GRAVITY DRAIN FOR EACH FAN COIL UNIT PRIOR TO PIPE INSTALLATION AND BRING TO THE ATTENTION OF THE ENGINEER ANY LOCATION WHERE A CONDENSATE PUMP MAY BE REQUIRED DUE TO FIELD CONDITIONS OR CHANGES DURING CONSTRUCTION.ENGINEER WILL REVIEW LOCATION AND MAKE A DETERMINATION ON THE INSTALLATION OF A CONDENSATE PUMP.REFER TO DETAILS ON DRAWING M-500.00 FOR FURTHER INFORMATION. 2) CONTRACTOR TO CONTACT ARCHITECT/ENGINEER IMMEDIATELY IF DESIGN SCOPE IS IN CONFLICT WITH ANY ARCHITECTURAL OR STRUCTURAL ELEMENTS. 3) PROVIDE WIFI ENABLED THERMOSTAT CAPABLE OF INTEGRATING FAN COIL UNITS AND RADIANT FLOOR ZONES.FAN COIL UNIT COOLING MODE TO BE LOCKED OUT DURING RADIANT FLOOR OPERATION AND VICE VERSA. ARCHITECT: 4) PROVIDE CABLE OPERATED DAMPER WHERE ACCESS TO VOLUME DAMPER IS NOT ACHIEVABLE. M\t S B 5) ALL PIPE PENETRATIONS THROUGH FIRE RATED PARTITIONS AND FLOORS TO BE FIRE-STOPPED. Murphy Burnham&Buttricks Architects 6) TEF TO BE CONTROLLED BY TOGGLE SWITCH.SEE ELECTRICAL LIGHTING DRAWINGS FOR LOCATIONS OF SWITCH 48 West 37th Street. 14th Floor 7) ALL DUCTWORK SHALL BE ACOUSTICALLY LINED WITH 1 INCH INSULATION.DUCT DIMENSIONS SHOWN ON PLAN INDICATE CLEAR INSIDE DUCT DIMENSIONS, New York, NY 10018Telephone 212.768.7676 www.mbbarch.com STRUCTURAL ENGINEER: AMMe Imall Silman 32 Old Slip, 10th Floor New York, NY 10005 Telephone 646.738.3574 www.silman.com M2 MEP ENGINEER: [DERIVE ENGINEERS Derive Enginners Mom, M-4O, M401 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 www.deriveengineers.com CIVIL ENGINEER: drft M-NQ v -_off,_ -- as o CHA 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com It M-4(1 KX DUCT FROM BELOW TO GOOSENECK WEX-1 TERMINATION WITH INSECT/BIRD SCREEN ON ROOF � s 0 i F I I I E ] DRYER EXHAUST DUCT FROM BELOW TO TERMINATE AT L _ _ J GOOSENECK WITH BACKDRAFT DAMPER AND INSECT/BIRD EXHAUST DUCT FROM ERV BELOW TO GOOSENECK TERMINATION WITH INSECT/BIRD SCREEN ON ROOF SCREEN ON ROOF TX DUCT FROM BELOW TO GOOSENECK TERMINATION WITH INSECT/BIRD SCREEN ON ROOF GENERAL EXHAUST DUCT FROM BELOW TO TERMINATE AT ROOFTOP MOUNTED EXHAUST FAN WITH MOTORIZED DAMPER. TX DUCT FROM BELOW TO GOOSENECK TERMINATION WITH INSECT/BIRD SCREEN ON ROOF MOTORIZED DAMPER TO BE INTERLOCKED WITH WEX-1OPERATION.CONTRACTOR TO PROVIDE DEDICATED SWITCH TO TRIGGER FAN OPERATION. TX DUCT FROM BELOW TO GOOSENECK TERMINATION WITH INSECT/BIRD SCREEN ON ROOF TX DUCT FROM BELOW TO GOOSENECK TERMINATION WITH INSECT/BIRD SCREEN ON ROOF No. Date Issue 04.14.2023 Buidling Department Submittal �O J �O O� O OF NEhl C_i'`0�� NEEC �,�O.f� A 084226 FESSIONP� ROOF PLAN - MECHANICAL SCALE 3/16"=V-0" M s 1 (0jwt 2 ROOF PLAN - MECHANICAL DUCT ARCHITECT: M\ Murphy Burnham&Buttricks Architects 48 West 37th Street. 14th Floor New York, NY 10018 Telephone 212.768.7676 www.mbbarch.com STRUCTURAL ENGINEER: Eisilma".. . Silman 32 Old Slip, 10th Floor New York, NY 10005 Telephone 646.738.3574 www.silman.com MEP ENGINEER: [)I= RIVE ENGINEERS Derive Enginners 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 www.deriveengineers.com CIVIL ENGINEER: Ps CHA 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com 3 TON VRF AIR SOURCE HEAT PUMP CONDENSER MOUNTED ON 24"SNOW STAND LOCATED OUTSIDE THE BUILDING SERVING VRF INDOOR UNITS.OLITI70r)R UNIT PROVIDED WITH REQUIRED CLEARANCES PER ivlr'ANUFA01 URER REQUIREMENTS. 5 TON VRF AIR SOURCE HEAT PUMP CONDENSER MOUNTED ON 24"SNOW STAND LOCATED OUTSIDE THE BUILDING SERVING VRF INDOOR UNITS.OUTDOOR UNIT PROVIDED WITH REQUIRED CLEARANCES PER MANUFACTURER REQUIREMENTS. CtJ-1 GEF-1 3.3 318" 4 TON VRF AIR SOURCE HEAT PUMP CONDENSER MOUNTED ON 24"SNOW STAND LOCATED OUTSIDE THE BUILDING SERVING VRF OCU-2 INDOOR UNITS.OUTDOOR UNIT PROVIDED WITH REQUIRED - - - CLEARANCES PER MANUFACTURER REQUIREMENTS. 5�18" I I 390 CFM I I CU-3 L - - 4 TON AIR TO WATER SOURCE HEAT PUMP CONDENSER MOUNTED ON 24"SNOW STAND LOCATED OUTSIDE THE BUILDING SERVING GARAGE EXHAUST DUCT FROM BELOW TO TERMINATE ALL RADIANT FLOOR ZONES.OUTDOOR UNIT PROVIDED WITH AT ROOFTOP MOUNTED EXHAUST FAN WITH MOTORIZED REQUIRED CLEARANCES PER MANUFACTURER REQUIREMENTS. DAMPER.MOTORIZED DAMPER TO BE INTERLOCKED CAI (TYP.OF 2) WITH GEF-1 OPERATION.GEF-1 TO BE CONTROLLED BY CU-4 n INTEGRAL CO SENSOR. V CU-5 PROVIDE DAYTON 2YU65 5KW ELECTRIC UNIT HEATER WITH ON-BOARD THERMOSTAT GARAGE PLAN - MECHANICAL 2 GARAGE ROOF - MECHANICAL SCALE 3116"=V-0" 6 0 No. Date Issue 04.14.2023 Buidling Department Submittal �o o� J o�- �� 0 .��,OF NEWy 0'p'f' o ti FO 084226 ssioNP�' M � l uAftL3 GARAGE PLAN - MECHANICAL DUCT GENERAL NOTES 1) CONDENSATE PIPING FROM VRF FAN COIL UNITS SHALL UTILIZE GRAVITY TO DRAIN.ROUTE CONDENSATE DRAIN PIPING FROM VRF FAN COIL UNITS TO NEAREST WASHING MACHINE OR SINK DRAIN.CONTRACTOR SHALL VERIFY USE OF GRAVITY DRAIN FOR EACH FAN COIL UNIT PRIOR TO PIPE INSTALLATION AND BRING TO THE ATTENTION OF THE ENGINEER ANY LOCATION WHERE A CONDENSATE PUMP MAY BE REQUIRED DUE TO FIELD CONDITIONS OR CHANGES DURING CONSTRUCTION.ENGINEER WILL REVIEW LOCATION AND MAKE A DETERMINATION ON THE INSTALLATION OF A CONDENSATE PUMP.REFER TO DETAILS ON DRAWING M-500.00 FOR FURTHER INFORMATION. 2) CONTRACTOR TO CONTACT ARCHITECT/ENGINEER IMMEDIATELY IF DESIGN SCOPE IS IN CONFLICT WITH ANY ARCHITECTURAL OR STRUCTURAL ELEMENTS. 3) PROVIDE WIFI ENABLED THERMOSTAT CAPABLE OF INTEGRATING FAN COIL UNITS AND RADIANT FLOOR ZONES.FAN COIL UNIT COOLING MODE TO BE LOCKED OUT DURING RADIANT FLOOR OPERATION AND VICE VERSA. ARCHITECT: 4) PROVIDE CABLE OPERATED DAMPER WHERE ACCESS TO VOLUME DAMPER IS NOT ACHIEVABLE. MV S , 5) ALL PIPE PENETRATIONS THROUGH FIRE RATED PARTITIONS AND FLOORS TO BE FIRE-STOPPED. Murphy Burnham&Buttricks Architects 6) TEF TO BE CONTROLLED BY TOGGLE SWITCH.SEE ELECTRICAL LIGHTING DRAWINGS FOR LOCATIONS OF SWITCH 48 West 37th Street. 14th Floor New York, NY 10018 Telephone 212.768.7676 www.mbbarch.com STRUCTURAL ENGINEER: RADIANT FLOOR EQUIPMENT(PUMPS,AIR SEPERATORS, ES11maAA BUFFER TANK,EXPANSTION TANK,HEAT EXCHANGER, Silman GLYCOL FEEDER,ETC)TO BE LOCATED IN MECHANICAL ROOM.REFER TO M-702 FOR MORE DETAIL. 32 Old Slip, 10th Floor 1-1/2"GLYCOL SUPPLY AND RETURN PIPING FROM AIR TO New York, NY 10005 WATER SOURCE HEAT PUMPS TO CONNECT TO Telephone 646.738.3574 EQUIPMENT SERVING RADIANT FLOOR SYSTEM IN www.silman.com MECHANICAL ROOM.FOR CONTINUATION REFER TO DRAWING M403. 2 RADIANT FLOOR HEATING SYSTEM.MANIFOLDS TO 1-114"HEATING HOT WATER PIPES FROM EQUIPMENT M-4M BE CONCEALED IN CLOSETS.ARCHITECT TO MEP ENGINEER: 1 SERVING RADIANT FLOOR SYSTEM TO CONNECT TO FINALIZE LOCATIONS. MANIFOLDS CONCEALED IN CLOSETS.FOR CONTINUATION M-403 REFER TO DRAWING M-403. ENGINEERS FCU-5 + 2 s RFM-1 FCU-6 Derive Enginners M401 M-401 M401 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 FCU-2 www.deriveengineers.com _ J CIVIL ENGINEER: ZONE 1 U I (FFC:U-lB 545 SQFT CHA 400 Capital Boulevard, Suite 301 r-- Rocky Hill, CT 06067 3/4"HHWR Telephone 860.855.1055 3/4"HHWS www.chacompanies.com 3 1 1/4"HHWR M�o� 1 1/4"HHWS FCU-2, ZONE 1 T FCU-4 FCU-18 ' 1 1/4"HHWR T 1 1/4"HHWS 3/4"HHWR T ZONE 2A TEMPERATURE SENSOR INTERGRATED WITH FCU-1A 295 SQFT j j j THERMOSTAT SERVING FCU-2 AND ZONE 2 1"HHWR 3/4"HHWS/R TO FLOOR ABOVE SERVING RFM-4 3/4"HHWS T , 1"HHWS FC 1AJ 3/4"HHWR 3/4"HHWS 3/4"HHWS/R TO FLOOR ABOVE SERVING RFM-3 FCU-3A M 3/4"HHWS/R TO FLOOR ABOVE SERVING RFM-5. 3 Md00 314"HHWR 3/4"HHWS 3/4"HHWR FCU-3B 314"HHWS 3/4"HHWR 3/4"HHWS FCU-3A RFM-2 FCU-3B '1 T FCU-8 ZONE 3 M-400 ZONE 3 No. Date Issue FCU-7 375 SQFT 04.14.2023 Buidling Department Submittal FCU-8 �r'L `O V� J �O ALL PIPING TO BE TRENCHED.REFER TO O� MANUFACTURER RECOMMENDATIONS FOR MAINTENANCE AND ACCESS O REFER TO M-202.00 FOR PIPE ROUTING i TO CONDENSERS .�C,Of NEW y 2 Ro 084226 SSIONP GARDEN FIN FL - HEATING AND PIPING SCALE 3116"=1'-0" M �200 GARDEN FIN FL - HEATING AND PIPING GENERAL NOTES 1) CONDENSATE PIPING FROM VRF FAN COIL UNITS SHALL UTILIZE GRAVITY TO DRAIN.ROUTE CONDENSATE DRAIN PIPING FROM VRF FAN COIL UNITS TO NEAREST WASHING MACHINE OR SINK DRAIN.CONTRACTOR SHALL VERIFY USE OF GRAVITY DRAIN FOR EACH FAN COIL UNIT PRIOR TO PIPE INSTALLATION AND BRING TO THE ATTENTION OF THE ENGINEER ANY LOCATION WHERE A CONDENSATE PUMP MAY BE REQUIRED DUE TO FIELD CONDITIONS OR CHANGES DURING CONSTRUCTION.ENGINEER WILL REVIEW LOCATION AND MAKE A DETERMINATION ON THE INSTALLATION OF A CONDENSATE PUMP.REFER TO DETAILS ON DRAWING M-500.00 FOR FURTHER INFORMATION. 2) CONTRACTOR TO CONTACT ARCHITECT/ENGINEER IMMEDIATELY IF DESIGN SCOPE IS IN CONFLICT WITH ANY ARCHITECTURAL OR STRUCTURAL ELEMENTS. 3) PROVIDE WIFI ENABLED THERMOS-AT CAPABLE OF INTEGRATING FAN COIL UNITS AND RADIANT FLOOR ZONES.FAN COIL UNIT COOLING MODE TO BE LOCKED OUT DURING RADIANT FLOOR OPERATION AND VICE VERSA. ARCHITECT: 4) PROVIDE CABLE OPERATED DAMPER WHERE ACCESS TO VOLUME DAMPER IS NOT ACHIEVABLE. -, [a 5) ALL PIPE PENETRATIONS THROUGH FIRE RATED PARTITIONS AND FLOORS TO BE FIRE-STOPPED. Murphy Burnham&Buttricks Architects 6) TEF TO BE CONTROLLED BY TOGGLE SWITCH.SEE ELECTRICAL LIGHTING DRAWINGS FOR LOCATIONS OF SWITCH 48 West 37th Street. 14th Floor New York, NY 10018 Telephone 212.768.7676 www.mbbarch.com STRUCTURAL ENGINEER: FPqr, S11maA A Silman 32 Old Slip, 10th Floor New York, NY 10005 Telephone 646.738.3574 www.silman.com 2 RADIANT FLOOR HEATING SYSTEM.MANIFOLDS TO M402 BE CONCEALED IN CLOSETS.ARCHITECT TO DERIVE MEP ENGINEER: FINALIZE LOCATIONS. TEMPERATURE SENSOR INTERGRATED WITH TEMPERATURE SENSOR INTERGRATED WITH ENGINEERS THERMOSTAT SERVING FCU-5 AND ZONE 4 THERMOSTAT SERVING FCU-6 AND ZONE 5 Derive Enginners 1 2 5 M-0Ot Ma01 M�Ot > > > 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 www.deriveengineers.com r, CIVIL ENGINEER: ZONE 4 640 SQFT / �/j CHA 1200 SQFT T 400 Capital Boulevard, Suite 301 T Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com NX ' ZONE 5, T FCU-2 ZONE 2 ZONE 2B FCU-5 / 470 SQFT ZONE 4 T 3/4"HHWS/R FROM FLOOR BELOW SERVING RFM-4 (RFM-) RFM-3 ZONE 6A 3/4"HHWS/R FROM FLOOR BELOW SERVING RFM-3 � ��,j j j,'� .� 70 SQFT TEMPERATURE SENSOR INTERGRATED WITH THERMOSTAT SERVING FCU-7 AND ZONE 6 ZONE 6C 247 SQFT 3/4"HHWS/R FROM FLOOR BELOW SERVING RFM-5 T 3 4400 / FCU-7 ZONE-6 ZONE 6B 268 SQFT RFM-5 ZONE 6D 344 SQFT 2 M400 No. Date Issue TEMPERATURE SENSOR INTERGRATED WITH THERMOSTAT SERVING FCU-7 AND ZONE 6 04.14.2023 Buidling Department Submittal J 0� 0 NEWy HEEL o y yE 2 084226 SSI4NP� FIRST FIN. FL. - HEATING SCALE 3/16"=1'-0" IVI �201 FIRST FIN . FL. - HEATING AND PIPING ARCHITECT: MV LS), Murphy Burnham&Buttricks Architects 48 West 37th Street. 14th Floor New York, NY 10018 Telephone 212.768.7676 www.mbbarch.com STRUCTURAL ENGINEER: Fri ej �i.Llmcan Silman 32 Old Slip, 1 Oth Floor New York, NY 10005 Telephone 646.738.3574 www.sliman.com MEP ENGINEER: DERIVE ENGINEERS Derive Enginners 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 www.deriveengineers.com CIVIL ENGINEER: Pov CHA REFER TO M-200.00 FOR PIPE ROUTING 400 Capital Boulevard, Suite 301 TO INDOOR FAN COIL UNITS AND RADIANT FLOOR SYSTEM EQUIPMENT Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com ALL PIPING TO BE TRENCHED.REFER TO MANUFACTURER RECOMMENDATIONS FOR MAINTENANCE AND ACCESS 3 TON VRF AIR SOURCE HEAT PUMP CONDENSER MOUNTED ON 24"SNOW STAND LOCATED OUTSIDE THE BUILDING SERVING VRF INDOOR UNITS.OUTDOOR UNIT PROVIDED WITH REQUIRED CLEARANCES PER MANUFACTURER REQUIREMENTS. 5 TON VRF AIR SOURCE HEAT PUMP CONDENSER MOUNTED ON 24"SNOW STAND LOCATED OUTSIDE THE BUILDING SERVING VRF INDOOR UNITS.OUTDOOR UNIT PROVIDED WITH REQUIRED \\CCU- CLEARANCES PER MANUFACTURER REQUIREMENTS. I 4 TON VRF AIR SOURCE HEAT PUMP CONDENSER MOUNTED ON 24"SNOW STAND LOCATED OUTSIDE THE BUILDING SERVING VRF CU-2 INDOOR UNITS.OUTDOOR UNIT PROVIDED WITH REQUIRED CLEARANCES PER MANUFACTURER REQUIREMENTS. CU-3 4 TON AIR TO WATER SOURCE HEAT PUMP CONDENSER MOUNTED ON 24"SNOW STAND LOCATED OUTSIDE THE BUILDING SERVING ALL RADIANT FLOOR ZONES.OUTDOOR UNIT PROVIDED WITH REQUIRED CLEARANCES PER MANUFACTURER REQUIREMENTS. CU-4 (TYP.OF 2) Q CU-5 PROVIDE DAYTON 2YU65 5KW ELECTRIC UNIT HEATER WITH ON-BOARD THERMOSTAT GARAGE PLAN - HEATING SCALE 3/16"=1'-0" No. Date Issue 04.14.2023 Buidling Department Submittal ON 0� O .��OF NE{yY NEEL �F 0 2 0134226 ESS1 M �202 GARAGE PLAN - HEATING AND PIPING AIR SEPARATORS DIMENSIONS Cn a in ^ o ARCHITECT: co z (nn d 0 NMV R Ftm REFERENCE SERVICE LOCATION a MANUFACTURER MODEL NUMBER COMMENTS d C7 J >= a w o o LU ^ Murphy Burnham&Buttricks Architects Uj o 48 West 37th Street. 14th Floor z X z W z New York, NY 10018 � Cn � Telephone 212.768.7676 r:Lj o www.mbbarch.com AS-AB-1 RADIANT FLOOR HEATING-GLYCOL LOOP MECHANICAL ROOM 20 2 125 31 0.12 11 14 12 22.12 45 TACO ACO2F-125 WITH STRAINER AS-AB-2 RADIANT FLOOR HEATING-HHW LOOP MECHANICAL ROOM 12 2 125 31 0.04 11 14 12 22.12 45 TACO ACO2F-125 WITH STRAINER STRUCTURAL ENGINEER: NOTES: MR 1, MOUNT UNITS IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. F7 L-1 S1 Silman 32 Old Slip, 1 Oth Floor ENERGY RECOVERY VENTILATOR UNITS New York, NY 10005 DIMENSIONS FANS ELECTRICAL FILTER HEAT RECOVERY T www.silmanelephone . o.738.3574 com o o MEP ENGINEER: E, o z � w [DERIVE REFERENCE SERVICE LOCATION a_ a ^ G o g � a MANUFACTURER MODEL NUMBER COMMENTS ENGINEERS �c� = Z z c� = z > �- o M 0 co o o O a W q } u� Q u, a Derive Enginners _ z o ?r°-' z o } > ~� a' 665 Broadway Suite 701 ?_ z z J a z Q a z o a $ s } New York, NY 10012 > >- = o = w LU L W L Telephone 646.866.6933 S S J JCn J J R �m Q co W -O W -O P z o w a a w a a w ¢Q a z Q www.deriveengineers.com W WW = _� _ _ O U o Q w = W_ W _ J S (n (n a W In a > 2 W W Q 'S W Q ERV-1 WHOLE-HOUSE VENTILATION OF OCCUPIED SPACES GARDEN LEVEL 50-5/16 51-5/16 15-29/32 123 500 500 208/1 5.2 15.0 14 14 CROSS FLOW 50 64 LOSSNAY LFG-F600RVX2-E INTERLOCK ERV OPERATION WITH VRF FAN COIL UNITS CIVIL ENGINEER: NOTES: PROVIDE THE FOLLOWING FOR EACH ERV: 1. SINGLE-POINT CONNECTION FOR ELECTRICAL POWER + 2. FACTORY MOUNTED CONTROLS CHA 3, ECM FOR EACH FAN MOTOR. 400 Capital Boulevard,Suite 301 4.20 FEET OF ACOUSTICALLY LINED DUCTWORK FROM THE ROOMSIDE DUCT CONNECTIONS. Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com EXPANSION TANKS DIMENSIONS z o REFERENCE SERVI a Z CE LOCATION � c� "� M -01 MANUFACTURER MODEL NUMBER COMMENTS W O W Uj � ,'1J z ^ N W a_ Cn z zz Q Z F- w CL a a > WC., rE = ~ ccW W c� C, 0 �- o8 _ o a A = ET-AB-1 RADIANT FLOOR HEATING-HOT WATER HEATING MECHANICAL ROOM 37 123 125 - 23 23 20 32 120 TACO CA90-125 ASME RATED,PRE-CHARGED BLADDER TYPE ET-AB-2 RADIANT FLOOR HEATING-GLYCOL MECHANICAL ROOM 50 120 125 - 23 23 20 32 120 TACO CA90-125 ASME RATED PRE-CHARGED BLADDER TYPE NOTES: 1, MOUNT UNITS IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. FANS c� DIMENSIONS ELECTRICAL i CnZ DESIGNATION SERVICE LOCATION FAN TYPE "� c z ? '�' _ §� MANUFACTURER MODEL NUMBER NOTES O = _ W ix J CC m_ H x C? z o O ~U a a 0 I� 31 2 > � a TEF-1 TOILET EXHAUST AIR AS INDICATED ON FLOOR PLANS CEILING MOUNTED LOW PROFILE BATHROOM EXHAUST WITH 50 0.10 12 11-1/2 5.3/4 4 12011/60 20 0.2 BROAN AE50 PROVIDE CLEAN COVER GRILLE PLENUM GRILLE AND BACKDRAFT DAMPER TEF-2 TOILET EXHAUST AIR AS INDICATED ON FLOOR PLANS CEILING MOUNTED LOW PROFILE BATHROOM EXHAUST WITH 110 0.10 12 11-1/2 5.3/4 6 120/1/60 23.4 0.3 BROAN AE110 PROVIDE CLEAN COVER GRILLE PLENUM GRILLE AND BACKDRAFT DAMPER GEF-1 GARAGE EXHAUST AIR AS INDICATED ON FLOOR PLANS ROOF MOUNTED DOWNBLAST CENTRIFUGAL FAN 390 0.50 17 17 27 10 120/1/60 75 1.5 GREENHECK G-090-VG CONTROLLED BY LIGHTING SWITCH WEX-1 WORKSHOP GENERAL EXHAUST AIR AS INDICATED ON FLOOR PLANS ROOF MOUNTED DOWNBLAST CENTRIFUGAL FAN 750 0.50 17 1 17 1 27 10 12011/61 125 2.8 GREENHECK G-095-VG PROVIDE DEDICATED SWITCH FOR FAN OPERATION NOTES: 1. CONTRACTOR TO COORDINATE TEF AND GEF TO BE CONTROLLED BY LIGHTING SWITCH. 2. PROVIDE ADJUSTABLE TIME DELAY SWITCH FOR EACH FAN. PLATE AND FRAME HEAT EXHANGERS COLD FLUID SIDE WARM FLUID SIDE CONSTRUCTION DIMENSIONS 0 5 O 0 = O EUj v, F REFERENCE SERVICE LOCATION W .- ,i � = o o Cn J¢ _ o a v a � W CD w W w MANUFACTURER MODEL NUMBER COMMENTS O Cn Ci fi ? O �� N C� �i ? O g� _ a m 'S = O PHX-1 RADIANT FLOOR HEATING GARDEN FLOOR PLANT ROOM DUTY HEATING WATER 14.1 110 120 1.0 CU-4&CU-5 30%PROPYLENE GLYCOL 20.0 123 115.E 1 2.0 70 COUNTER-CURRENT 316L SS TBA ICOPPER 1 5.75 1 7.5 24.3 62 BELL&GOSSETT BP422-30 NOTES: 1.UNIT PERFORMANCE TO BE AHRI 400 CERTIFIED 2.TYPE 316L STAINLESS STEEL PLATE CONSTRUCTION. PUMPS No. Date Issue FLUID DIMENSIONS ELECTRICAL 04.14.2023 Buidling Department Submittal of ig w REFERENCE SERVICE LOCATION PUMP TYPE M �? Iv _ co MANUFACTURER MODEL NUMBER COMMENTS O = o Q ~ � CL a = o W z w a �s O P-P-1 AIR-TO-WATER HEAT PUMP PRIMARY CIRCULATOR GARDEN FLOOR PLANT ROOM SINGLE HEAD INLINE DUTY 30%PROPYLENE GLYCOL 20.0 60 14.2 10.7 18.2 66 20811160 2.1 TACO YR30H (� P-P-2 AIR-TO-WATER HEAT PUMP PRIMARY CIRCULATOR GARDEN FLOOR PLANT ROOM SINGLE HEAD INLINE STANDBY 30%PROPYLENE GLYCOL 20.0 60 14.2 10.7 18.2 66 208/1/60 2.1 1 TACO '/R30H J PS-1 HEATING HOT WATER SECONDARY CIRCULATOR GARDEN FLOOR PLANT ROOM SINGLE HEAD INLINE DUTY WATER 12.0 35 9.8 7 15 26 20811/60 0.6 - TACO '/R15M PS-2 HEATING HOT WATER SECONDARY CIRCULATOR GARDEN FLOOR PLANT ROOM SINGLE HEAD INLINE STANDBY WATER 12.0 35 9.8 7 15 26 1 20811160 0.6 - TACO YR15M NOTES: 1.PROVIDE MATCHED VFD FOR EACH PUMP MOTOR. �O 2.PROVIDE HOUSEKEEPING PADS. I 3.PROVIDE ANTI-VIBRATION MOUNTS AND INERTIA BASES AS REQUIRED BY OTHER SCHEDULES. �O O6 VENTILATION AIR BALANCE �P� ON I:EW FAN COIL UNIT TAG TOTAL VENTILATION(CFM) FCU-2 70 FCU-4 60 084226 FCU-5 160 FCU-6 50 FESSIONP FCU-7 110 FCU-8 50 NOTES: 1.TOTAL VENTILATION REFERS TO SUPPLY AND EXHAUST AIR FROM EACH SPACE.EACH SPACE SHALL SUPPL AND EXHAUST THE AIRFLOW LISTED FROM THE ERV M �600 MECHANICAL SCHEDULES VIBRATION ISOLATORS ARCH ITECT: EQUIPMENTTYPE MANUFACTURER MODEL NUMBER MINIMUM STATIC -11 DEFLECTION mv, Lm"C'�51 R, Murphy Burnham&Buttricks Architects 48 West 37th Street. 14th Floor New York, NY 10018 Telephone 212.768.7676 CONDENSERS AND AIR-TO-WATER HEAT PUMPS MAS014 INDUSTRIES,INC. SLR 1.0" www.mbbarch.com ERV'S FANS AND AHUs:51500 CFM MAS014 INDUSTRIES, INC. SLR/30N 1.0" ERV'S FANS AND AHUs>1,500 CFM MASON INDUSTRIES,INC. SLR/30N 2.0" STRUCTURAL ENGINEER: WATER-SOURCE HEAT PUMPS AND FCUs VERTICAL MAS014 INDUSTRIES,INC. SLR 1.0" O WATER-SOURCE HEAT PUMPS AND FCUs HORIZONTAL MASON INDUSTRIES,INC. 30N 1.0" If r 7,, , PUMPS 55HP MASON INDUSTRIES,INC. ND 0.35" Lam-IsilmalL PUMPS>5HP MAS014 INDUSTRIES,INC. SLF 2.0" Silman HEAT EXCHANGERS MAS014 INDUSTRIES, INC. SLR 1.0" 32 Old Slip, 1 Oth Floor New York, NY 10005 ALL WATER AND REFRIGERANT PIPEWORK 4"WITHIN 50'OF MAS014 INDUSTRIES,INC. SLF13ON 1.0" Telephone 646.738.3574 EQUIPMENT AND WITHIN MERs AND RISERS WWW.silman.com PIPEWORK RISERS OUTSIDE THE LENGTHS NOTED ABOVE MAS014 INDUSTRIES,INC. ADA 0.1" ELECTRICAL TRANSFORMERS 575kVA MAS014 INDUSTRIES,INC. ND 0.35" ELECTRICAL TRANSFORMERS>75kVA MAS014 INDUSTRIES,INC. SLR 1.0" MEP ENGINEER: NOTES: DERIVE 1. MOUNT UNITS IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S RECOMMENDATIONS, ENGINEERS 2. PROVIDE WEATHER PROTECTION FOR ALL VIBRATION ISOLATORS LOCATED OUTSIDE. Derive Enginners 3. PROVIDE CONCRETE INERTIA BASE FOR PUMPS GREATER THAN 5HP. 665 Broadway Suite 701 New York,NY 10012 RADIANT FLOOR MANIFOLDS Telephone 646.866.6933 www.deriveengineers.com RADIANT FLOOR LOOPS 0 CIVIL ENGINEER: a REFERENCE SERVICE MANIFOLD LOCATION = 0O � COMMENTS x Of CHA z LU ROOM SERVED W ¢ ¢>i a 400 Capital Boulevard,Suite 301 U O < `�' o o o Rocky Hill, CT 06067 Lu � _ = Telephone 860.855.1055 o chi) 0 � w 0C � c�� c� LL z = Z W Z W z WWW.ChaCompanieS.COm LU a a ¢ z Wz ¢� ¢� a a. a. RFM-1 SPACE HEATING GARDEN FLCIOR 1.4 ZONE 1 008 CELLAR 72 4.0 545 7 120 110 0.8 ZONE 2a 001 STAIR HALL 72 3.0 295 10 120 110 0.6 RFM-2 SPACE HEATING GARDEN FLOOR 0.7 ZONE 3 011 GUEST BEDROOM 72 3.5 375 9 120 110 0.7 RFM3 SPACE HEATING FIRST FLOOR 3.8 ZONE 4 101a ENTRY 103 LIVING 104 KITCHEN 105 DINING 72 19.2 1200 16 120 110 3.8 SUPPLEMENTAL HEAT PROVIDED BY AIR SYSTEM IN EXTREME CONCITIONS ZONE 2b 101 ENTRY 111 STAIR HALL 112 CORRIDOR 72 7.5 470 16 120 110 1.5 SUPPLEMENTAL HEAT PROVIDED BY AIR SYSTEM IN EXTREME CONCITIONS RFM4 SPACE HEATING FIRST FLOOR 3.4 ZONE 5 108 PRIMARY BATH 109 DRESSING 110 PRIMARY BEDROOM 72 8.6 540 16 120 110 1.7 SUPPLEMENTAL HEAT PROVIDED BY AIR SYSTEM IN EXTREME CONCITIONS ZONE 6a 113 LAUNDRY 72 1.0 70 14 120 110 0.2 ZONE 6b 115 SOUTH LIVING ROOM 72 4.3 268 16 120 110 0.9 SUPPLEMENTAL HEAT PROVIDED BY AIR SYSTEM IN EXTREME CONCITIONS RFM-5 SPACE HEATING FIRST FLOOR 2.6 ZONE 6c 116 BEDROOM 2 72 3.3 247 13 120 110 0.7 ZONE 6d 119 BEDROOM 3 72 5.5 344 16 120 110 1.1 SUPPLEMENTAL HEAT PROVIDED BY AIR SYSTEM IN EXTREME CON CITIONS NOTES: 1. MOUNT UNITS IN ACCORDANCE WITH EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. 2.PROVIDE ISOLATION VALVES AT HEATING HOT WATER CONNECTIONS TO MANIFOLDS. 3.PROVIDE CONTROL VALVE AND ISOLATION VALVE FOR CONNECTIONS TO EACH RADIANT FLOOR LOOP. 4.CONTROL VALVES OPERATED IN RESPONSE TO ROOM CONTROLLERITE:MPERATURE SENSOR. 5.AGREE ROOM CONTROLLER TYPE AND LOCATION WITH ARCHITECT/OWNER PRIOR TO ORDERING. 6.PROVIDE SEPARATE RADIANT FLOOR LOOPS AT ZONES WHERE REQUIRED BY DUTY/FLOW WE. VRF FCU SCHEDULE COOLING HEATING ELECTRICAL FAN m m G LU DESIGNATION SERVICE LOCATION a a LU MANUFACTURER MODEL NUMBER COMMENTS a Q 8 z J U Uj W 2 W Q W = XV LU O O O O O = Uj FCU-1A SEE PLANS SEE PLANS 6000.0 0.02 6700.0 0.01 208 1 60 0.24 15 191 - MITSUBISHI PKFY-P06NLMU-E.TH WALL MOUNTED UNIT FCU-1B SEE PLANS SEE PLANS 6000.0 0.02 6700.0 0.01 208 1 60 0.24 15 191 - MITSUBISHI PKFY-P06NLMU-E.TH WALL MOUNTED UNIT FCU-2 SEE PLANS SEE PLANS 8000.0 0.04 9000.0 0.04 208 1 60 1.75 15 300 0.6 MITSUBISHI PEFY-P08NMAU-E4 HORIZONTAL DUCTED CONCEALED.PROVIDE MERV 13 FILTER BOX FCU3A SEE PLANS SEE PLANS 6000.0 0.06 6700.0 0.06 208 1 60 0.32 15 229 MITSUBISHI PFFY-P06NRMU-E FLOOR MOUNTED UNIT FCU313 SEE PLANS SEE PLANS 6000.0 0.06 6700.0 0.06 208 1 60 0.32 15 229 - MITSUBISHI PFFY-P06NRMU-E FLOOR MOUNTED UNIT FCU-4 SEE PLANS SEE PLANS 18000.0 0.08 20000.0 0.08 208 1 60 2.94 15 600 0.6 MITSUBISHI PEFY-P18NMAU-E4 HORIZONTAL DUCTED CONCEALED.PROVIDE MERV 13 FILTER BOX FCU-5 SEE PLANS SEE PLANS 48000.0 0.24 54000.0 0.24 208 1 60 4.38 15 1306 0.6 MITSUBISHI PEFY-P48NMAU-E4 HORIZONTAL DUCTED CONCEALED.PROVIDE MERV 13 FILTER BOX FCU-6 SEE PLANS SEE PLANS 18000.0 20000.0 208 1 60 3 15 585 0.8 MITSUBISHI PVFY-P18NMAU-E1 VERTICAL DUCTED CONCEALED.PROVIDE MERV 13 FILTER BOX FCU-7 SEE PLANS SEE PLANS 36000.0 40000.0 208 1 60 4.13 15 1095 0.8 MITSUBISHI PVFY-P36NMAU-E1 VERTICAL DUCTED CONCEALED.PROVIDE MERV 13 FILTER BOX FCU-8 SEE PLANS SEE PLANS 6000.0 0.04 6700.0 0.04 208 1 60 4.38 15 1 300 0.6 MITSUBISHI PEFY-P06NMAU-E4 HORIZONTAL DUCTED CONCEALED.PROVIDE MERV 13 FILTER BOX NOTES: 1. PROVIDE FULL PORT REFRIGERANT ISOLATION VALVES. 2. PROVIDE AND INSTALL CONDENSATE PUMP AS REQUIRED WITH ASSOCIATED POWER CONNECTION WHERE GRAVITY DRAINAGE IS NOT AVAILABLE 3. PROVIDE AND INSTALL CONDENSATE PIPE FROM EACH AC UNIT TO CLOSEST FUNNEL DRAIN. INSTALL FUNNEL DRAIN AS REQUIRED. 4. PROVIDE 24 HOURS/7 DAY PROGRAMMABLE THERMOSTATS. 5. PROVIDE SMART HOME ENABLED ACCESSORIES. 6. PROVIDE 1"ACOUSTIC DUCT LINER DOWNSTREAM OF FAN COIL UNITS. 7.CONTROLS TO BE CONFIGURED WITH VRF SYSTEM AS PRIMARY SOURCE OF COOLING AND SECONDARY SOURCE OF HEATING VRF OUTDOOR UNIT SCHEDULE ELECTRICAL DIMENSIONS a a No. Date Issue m = o 04.14.2023 Buidling Department Submittal o DESIGNATION SERVICE LOCATION a o MANUFACTURER MODEL NUMBER COMMENTS so o W z " N F- Z zJ 1-- a' a T I- O O ¢ W p >- zzy V _ ; W 2 9 z O0 J F- F- to a U- O F- (�� O I- F- Cn f!) O J Q W W 6 0 LL LU CU-1 SEE PLANS GARAGE 36000 42000 90 10.9 13.8 3.85 208 3 60 29 40 R41OA 41-11132 13 52-11/16 271 MITSUBISHI MXZ-SM36NAM-U1 J CU-2 SEE PLANS GARAGE 60000 66000 90 10.9 12.2 3.9 208 3 60 36 50 R41CIA 41-1152 13 52-11/16 302 MITSUBISHI MXZSM60NAM-Ul CU-3 SEE PLANS GARAGE 48000 1 54000 1 90 1 10.9 12.2 1 3.65 208 3 60 1 29 40 R41OA 41-11132 1 13 52-11/16 1 271 1 MITSUBISHI MXZSM48NAM-Ul NOTES: 1. PROVIDE FULL PORT REFRIGERANT ISOLATION VALVES �O 2.PROVIDE SEACOAST PROTECTION ON ALL CONDENSERS 3.PROVIDE WIND BAFFLES 4.CONTROLS TO BE CONFIGURED WITH VRF SYSTEM AS PRIMARY SOURCE OF COOLING AND SECONDARY SOURCE OF HEATING 0 AIR-TO-WATER HEAT PUMP UNITS � R o NEW DIMENSIONS HEATING MODE REFRIGERANT CIRCUIT ELECTRICAL ��`�� o W in D ¢ Z r m �'" 084226 REFERENCE SERVICE LOCATION CONFIGURATION Qa aW o W � MANUFACTURER MODEL NUMBER COMMENTS '' ��/P cai c� OFESSI�� ^ O z a O U)zco U U Z z WJ� C�Q (D a a O U zN x � _ L z W W co C_W7 w cW_7 cW7 z z o w w 0m w Z p W li = �N � a w J S � H J F- W 0. a z iy W- > 2 M ®601 CU4 RADIANT FLOOR HEATING ADJACENT TO GARAGE AIR-SOURCE 39 16 52 349 35.0 1 123.0 116.0 10.0 12.8 GLYCOL SOLUTION R410A 1 Al 6.2 208/1/60 1 45.0 2.2 SPACE PAK ILAHP SEE NOTES BELOW CU-5 RADIANT FLOOR HEATING ADJACENT TO GARAGE AIR-SOURCE 39 16 52 349 35.0 123.0 116.0 10.0 12.8 GLYCOL SOLUTION R410A 1 Al 6.2 208/1/60 45.0 2.2 SPACE PAK ILAHP SEE NOTES BELOW ME CHANICAL NOTES:PROVIDE THE FOLLOWING FOR EACH WATER-SOURCE HEAT PUMP UNIT: SCHEDULES 1. ANIT VIBRATION MOUNTS. 2. ENTERING AND LEAVING WATER TEMPERATURE SENSOR. 3. COMPRESSOR SOUND ATTENUATION PACKAGE. ARCHITECT: M\� 0 r, WIRED DEVICES POWER ONE LINE AND RISER DIAGRAM LIGHTING ABBREVIATIONS Murphy Burnham&Buttricks Architects 48 West 37th Street. 14th Floor SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION SYMBOL DESCRIPTION ABBREVIATION DEFINITION New York, NY 10018 P SYSTEM DESCRIPTION Telephone 212.768.7676 q, 20A NEMA 5-20R,WALL MOUNTED SIMPLEX RECEPTACLE OUTLET EQUIPMENT DESIGNATION # RISER NUMBER A AMPERE www.mbbarch.com AHU-1 LIGHTING DESINGNATIONS TYPICAL FOR ALL LIGHTING FIXTURES: AF AMPERE FRAME 3/4HP,208112OV2P3W PP1 PANEL DESIGNATION "Al"INDICATES FIXTURE TYPE, A.F.F. ABOVE FINISHED FLOOR "3"INDICATES CIRCUIT NUMBER, STRUCTURAL ENGINEER: 20A NEMA 5-20R,WALL MOUNTED DUPLEX RECEPTACLE OUTLET "a"INDICATES SWITCH CONTROL, AHU AIR HANDLING UNIT • 400A(MCB) - MAINS RATING(ML00 OR(MCB) "E"INDICATEDS FIXTURE ON EMERGENCY POWER, DISCONNECT/STARTER TYPE 480/277V VOLTAGE RATING "EB"INDICATEDS FIXTURE ON EMERGENCY BATTERY PACK AIC AMPERE INTERRUPTING CAPACITY ffisilmaAA EQUIPMENT TYPE 3dia,4W - ELECTRICAL SYSTEM 9 20A NEMA 5-20R,WALL MOUNTED DUPLEX SWITCHED RECEPTACLE OUTLET NUMBER OF POLES&WIRES J AT AMPERE TRIP Silman EQUIPMENT UTILIZATION VOLTAGE 2ND FLOOR Al 3 32 Old Slip, 10th Floor EQUIPMENT LOAD IN KVA OR HP ELECTRICAL PANEL LOCATION ATS AUTOMATIC TRANSFER SWITCH ROOM RECTANGULAR LIGHT FIXTURE New York, NY 10005 20A NEMA 5-20R,WALL MOUNTED QUADRUPLEX RECEPTACLE OUTLET E a BKR BREAKER Telephone 646.738.3574 PANELBOARD-DASHED OUTLINE DENOTES WORKING SPACE CLEARANCES. C CONDUIT www.silman.com SPECIAL RECEPTACLE WALL MOUNTED NEMA CONFIGURATION PER PLAN SHADED INDICATES 277/480V PANELBOARD/SWITCHBOARD TRANSFORMER WITH SECONDARY GROUND Al 3 CB CIRCUIT BREAKER REFER TO ARCHITECTURAL DRAWINGS FOR ELEVATION AND ORIENTATION ----J NON-SHADED INDICATES 1201208V PANELBOARD/SWITCHBOARD Q 0 CIRCULAR LIGHT FIXTURE MEP ENGINEER: WINGS INDICATES RECESS MOUNTED PANELBOARD/SWITCHBOARD E S PRIMARY WINDING TYPE CCTV CLOSED CIRCUIT TELEVISION DERIVE DRY TYPE ENERGY EFFICIENT TRANSFORMER �' SECONDARY WINDING TYPE COMM COMMUNICATION RECEPTACLE OUTLET MOUNTED ABOVE COUNTER TOP PROVIDE PRIMARY AND/OR SECONDARY FUSED DISCONNECT AS REQUIRED STT-B EXIT SIGN ENGINEERS1.2 � TRANSFORMER DESIGNATION ®E COORDINATE CONCRETE HOUSE KEEPING PAD WITH STIR CONTRACTOR ARROWS AND FACES AS INDICATED ON ARCHITECT'S DRAWINGS. CKT CIRCUIT CONTRACTOR 15KVA TRANSFORMER RATING Derive Enginners MULTIOUTLET ASSEMBLY-SPACING AND QUANTITYAS NOTED ON DRAWINGS FSD JUNCTION BOX ABBREVIATION DESCRIPTION DIA DIAMETER 665 Broadway Suite 701 Oj 'FSD'DENOTES FIRE SMOKE DAMPER VAV 'VAV'DENOTES VARIABLE AIR VOLUME DEVICE DRAWOUT CIRCUIT BREAKER DISC DISCONNECT New York, NY 10012 Al FIXTURE TYPE Telephone 646.866.6933 ON DOWN www.deriveengineers.com OO®O CEILING MOUNTED RECEPTACLE OUTLET 400AF FRAME RATING 3 CIRCUIT NUMBER E,EM EMERGENCY ® HARD-WIRED CONNECTION J350AT TRIP RATING FLOOR BOX APPROVAL BY ARCHITECT AND ENGINEER-FBW'DENOTES TYPE BR1 BREAKER DESIGNATION a LIGHTING CONTROL ZONE EC EMPTY CONDUIT CIVIL ENGINEER: FBO- EF EXHAUST FAN ® FBI- FB2- E EMERGENCY LIGHTING 'O MOTOR ELEC ELECTRICAL ABBREVIATIONS DESCRIPTION DRAWOUT CIRCUIT BREAKER EMT ELECTRICAL METAL TUBING CHA 600AF� FRAME RATING 400 Capital Boulevard, Suite 301 AFCI ARC-FAULY CIRCUIT INTERRUPTER � 600AT- TRIP RATING EX EXISTING Rocky Hill, CT 06067 FUSED DISCONNECT SWITCH BR1 BREAKER DESIGNATION ETR EXISTING TO REMAIN Telephone 860.855.1055 AV DEDICATED OUTLET FORAUCiIOVISUALEQUIPMENT LIGHTING CONTROL DEVICES www.chacompanies.com FBO FURNISHED BY OTHER FAX DEDICATED OUTLET FOR FAX IG ISOLATED GROUND NON-FUSED DISCONNECT SWITCH SYMBOL DESCRIPTION FDR FEEDER SW1 SWITCH DESIGNATION FLEX FLEXIBLE GFCI GROUND-FAULT CIRCUIT INTERRUPTER 200AS SWITCH RATING $a LIGHT SWITCH FMC FLEXIBLE METAL CONDUIT © ENCLOSED CIRCUIT BREAKER SWITCH 6150AF FUSE RATING LINE VOLTAGE FSD FIRE SMOKE DAMPER MS MOTORIZED SHADE FT FEET OR FOOT MW DEDICATED OUTLET FOR MICROWAVE ® CEILING MOUNTED PIR SENSOR VARIABLE FREQUENCY DRIVE WITH FUSE DISCONNECT SWITCH G,GND GROUND REF DEDICATED OUTLET FOR REFRIGERATOR VFD G � GROUND FAULT SENSOR GFI GROUND FAULT INTERUPTER 600AF ® CEILING MOUNTED ULTRASOUND SENSOR GSC GALVANIZED STEEL CONDUIT PC DEDICATED OUTLET FOR PERSONAL COMPUTER ®, 600AT COMBINATION MOTOR STARTER HP HORSE POWER TSTR DEDICATED OUTLET FOR TOASTER ® CEILING MOUNTED DUAL TECH.SENSOR HZ HERTZ WP GFCI AND WR OUTLET WITH WHILE-IN-USE WEATHERPROOF COVER MOTOR STARTER IMC INTERMEDIATE METAL CONDUIT ® SM/CO SMOKE AND CO ALARM - EQUIPMENT MOUNTED THREE PHASE IG ISOLATED GROUND METER PIR SENSOR SWITCH KAIC KILO-AMPS INTERUPTING CAPACITY DISCONNECT SWITCH $M "M"DENOTES MANUAL MOTOR STARTER PANELBOARD MOUNTED SINGLE PHASE KV KILOVOLT CABLE AND CONDUIT SYSTI.MS "T"DENOTES HEAVY DUTY TOGGLE SWITCH � l'"'1 METER �° ULTRASOUND SENSOR SWITCH KVA KILOVOLT AMPERE �- UNDESIGNATED CIRCUIT HOMERUN-SHORT TICK MARKS INDICATES NUMBER KW KILOWATT OF#12 AWG PHASE WIRES,LONG TICK MARK INDICATES#12 AWG NEUTRAL DUAL TECH.OCCUPANCY SENSOR SWITCH LTG LIGHTING SYMBOL DESCRIPTION WIRE AND THE DOT INDICATES THE#12 AWG GROUND WIRE CONTAINED IN 3/4" CONDUIT, INDICATES PANEL AND CIRCUIT No. MCB MAIN CIRCUIT BREAKER �— HEAVY LINES INDICATE NEW WORK MCM,KCML THOUSAND CIRCULAR MILS NOTE-REFER TO EQUIPMENT SCHEDULE FOR FUSE,CIRCUIT BREAKER AND DISCONNECT RATING TYPICAL DEVICE MOUNTING HEIGHTS DETAIL WALL MOUNTED PIR SENSOR MD MOTORIZED DAMPER LIGHT LINES INDICATE EXISTING WORK TO REMAIN ML,HO MAGNETIC DOOR HOLDER PROVIDE PENDANT WHERE HUNG DAYLIGHT SENSOR MLC MOTOR LOGIC CONTROL CONDUIT TURNED UP CEILING OR STRUCTURE EXCEEDS MLO MAIN LUGS ONLY —'� 8'-6" 8'-6"AFF. �- EXIT SIGN WALL MOUNTED PIR SENSOR MTD MOUNTED —� CONDUIT TURNED DOWN 6'-8" MTG MOUNTING FIRE ALARM AUDIONSUAL DEVICES MTS MANUAL TRANSFER SWITCH (SEE NOTE 4) WALL MOUNTED PILOT LIGHT N NORMAL — 3 CONDUIT STUB WITH WIRE PULL AND CAP 6-0" e - KEY SWITCH(KS) NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION SWITCHES ABBREVIATION DESCRIPTION UNDERGROUND CONDUIT OR DUCT BANK WALL TELEPHONES NIC NOT IN CONTRACT a__4 a LOWER CASE LETTER DENOTES LIGHTING ZONE NTS NOT TO SCALE PC PERSONAL COMPUTER CONNECT NEW TO EXISTING3 THREE WAY SWITCH FIRE ALARM PULL STATION PH,f1� PHASE 3'-10"• �i o 4 FOUR WAY SWITCH TELEPHONE/DATA OUTLETS PNL PANEL ABOVE COUNTER D DIMMER SWITCH PWR POWER RECEPTACLES ABOVE COUNTER K KEY OPERATED SWITCH RL RELOCATED EXISTING DEVICE TELEPHONE/DATA OUTLETS LV LOW VOLTAGE SWITCH REFRIG REFRIGERATOR SCCR SHORT CIRCUIT CURRENT RATING A-I FINISHED FLOOR RECEPTACLES SS SCENE SET WALL STATION SD SMOKE DAMPER 0 OCCUPANCY SENSOR(AUTO ON/AUTO OFF) SP SMOKE PURGE NOTES: V VACANCY SENSOR(MANUAL ONIAUTO OFF) SS STAINLESS STEEL 1. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ARCHITECT AND ARCH.PLAN TYP TYPICAL ELEVATIONS PRIOR TO ROUGHING IN ANY DEVICES ABOVE COUNTERS. ALL MOUNTING HEIGHTS SHALL BE CONFIRM WITH ARCH.PLANS AND ELEVATIONS. TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR 2• ALL MOUNTING HEIGHTS SHALL BE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF U/C UNDERCOUNTER DEVICE EXCEPT EXIT SIGNS AND FIRE ALARM VISUAL DEVICES UH UNIT HEATER No. Date Issue 3. DEVICES SHALL BE INSTALLED ON A COMMON VERTICAL CENTERLINE WHEREVER POSSIBLE U.O.N. UNLESS OTHERWISE NOTED 4• FIRE ALARM AUDIONISUAL DEVICE TO BE MOUNTED AT 6'-8"ABOVE FINISHED FLOOR OR AT V VOLTAGE 04.14.2023 Buidling Department Submittal 6"BELOW FINISHED CEILING,WHICHEVER IS LOWER.DIMENSION IS TO THE CENTERLINE OF THE VISUAL PORTION OF THE DEVICE VFD VARIABLE FREQUENCY DRIVE W WIRE WOS WITHOUT SUBSTITUTION WP WEATHERPROOF FISHERS ISLAND KEY PLAN WR WEATHER-RESISTANT �o o� �o PROJECT SITE lO� NEE L 'hf9O'p� Z 084226 SSIONP� E -001 00 ■ ELECTRICAL LEGEND & ABBREVIATIONS F.LIGHTING FIXTURES ARCHITECT: A.CONTRACT PERFORMANCE 4.FURNISH AND INSTALL ALL NECESSARY CABLE SUPPORT BOXES,PULL BOXES AND CONDUIT C.ARCHITECT'S AND/OR ENGINEER'S REVIEW 1.ALL FLUORESCENT LIGHT FIXTURES SHALL BE PROVIDED WITH HIGH POWER FACTOR,HIGH M [,D:� SUPPORTS,WHERE NOTED AND AS REQUIRED BY APPLICABLE CODES.ALL LOW TENSION FREQUENCY ELECTRONIC BALLASTS.BALLASTS SHALL BE UL LISTED CLASS P SOUND RATED A 1.EXECUTE THE WORK IN THE BEST AND MOST THOROUGH MANNER AND TO THE SATISFACTION OF (COMMUNICATIONS,SECURITY,AN,ETC.)CONDUIT,FIRE ALARM CONDUIT,ETC.,WHICH HAVE 1.SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO THE START OF ANY WORK ANY WORK OR THE CONSULTING ENGINEER,WHO WILL JOINTLY INTERPRET THE MEANING OF THE DRAWINGS AND RUNS IN EXCESS OF 100 FEET IN LENGTH AND/OR CONTAINING BENDS IN EXCESS OF 180 DEGREES EQUIPMENT INSTALLED PRIOR TO REVIEW OF SHOP DRAWINGS AND FOUND TO BE 2.ALL LIGHTING FIXTURES SHALL BE CONNECTED USING MAXIMUM 6 FOOT LENGTH OF FLEXIBLE SPECIFICATIONS AND SHALL HAVE THE POWER TO REJECT ANY WORK AND MATERIALS,WHICH IN SHALL BE PROVIDED WITH A PULLBOX.ALL PULLBOXES SHALL BE LABELED FOR THEIR INTENDED UNACCEPTABLE SHALL BE REMOVED AND MODIFIED AT THE CONTRACTOR'S SOLE EXPENSE METAL CONDUIT FROM ACCESSIBLE CEILING OUTLET BOX USING LOCK NUT TYPE FITTINGS WITH Murphy Burnham&Buttricks Architects THEIR JUDGMENT ARE NOT IN FULL ACCORDANCE THEREWITH. USE.DECALS SHALL BE PROVIDED TO INDICATE VOLTAGE LEVEL.FIRE ALARM SYSTEM BOXES INCLUDING ANY RESULTANT SCHEDULING DELAYS EXPERIENCED BY ANY TRADE. GROUNDING AS REQUIRED BY GOVERNING CODES.PROVIDE#12 GROUND WIRE. 48 West 37th Street. 14th Floor SHALL BE PAINTED RED,AND ALL WIRE AND CABLE PROVIDED UNDER THIS SECTION SHALL BE New York, NY 10018 2.EXCEPT FOR CHANGES AS MAY BE SPECIFICALLY APPROVED BY THE CONSULTING ENGINEERS, IN TAGGED(WITH FEEDER OR BRANCH CIRCUIT DESIGNATION)AT ALL BOXES.WHERE CONDUIT 2.THE ARCHITECT AND/OR ENGINEER WILL REVIEW SHOP DRAWINGS AND SANPLES FOR 3.ALL EMERGENCY LIGHTING FIXTURES SHALL CONTAIN AN INTEGRAL EMERGENCY BATTERY Telephone 212.768.7676 ACCORDANCE WITH ALTERNATES OF OPTIONS STATED HEREINAFTER,ALL WORK MUST BE IN FULL BENDS ARE REQUIRED IN COMMUNICATIONS RACEWAY SYSTEMS,THE RADIUS OF THE RACEWAY CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND THE INFORMATION UNIT,CONSISTING OF NICKEL-CADMIUM BATTERY AND AN AUTOMATIC SOLID STATE CHARGER p ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS,COMPLETE IN EVERY WAY AND BEND SHALL NOT BE LESS THAN TEN TIMES THE DIAMETER OF THE RACEWAY.PULL BOXES FOR CONTAINED IN THE CONTRACT DOCUMENTS.THE ARCHITECT'S AND/OR ENGINEER'S REVIEW OF WITH VISIBLE CHARGING LED.UNIT SHALL ILLUMINATE(1)ONE LAMP PER FIXTURE AT A NORMAL www.mbbarch.com READY FOR SATISFACTORY AND EFFICIENT OPERATION WHEN DELIVERED TO THE OWNER. COMMUNICATION RACEWAYS WILL BE PROVIDED IN STRAIGHT PULLS ONLY.LABEL EACH RACEWAY SHOP DRAWINGS AND SAMPLES IS ONLY FOR THE CONVENIENCE OF THE OWNER IN FOLLOWING LAMP LUMEN OUTPUT OF 30 PERCENT MINIMUM RATED LUMEN OUTPUT FOR MINIMUM 90 MINUTES. (PER TECHNOLOGY DEPT.REQUIREMENTS)EVERY 50 FEET HORIZONTALLY AND ON EACH FLOOR THE WORK AND DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FCR DEVIATIONS EMERGENCY BATTERY UNIT SHALL BE AS MANUFACTURED BY LIGHT ALARMS ELECTRONICS 3.WHERE DISAGREEMENTS OCCUR BETWEEN THE PLANS AND THE SPECIFICATIONS,OR WITHIN VERTICALLY.SUBMIT LABELING SYSTEM FOR REVIEW. FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.THE ARCHITECTS AND/OR STRUCTURAL ENGINEER: EITHER DOCUMENT ITSELF,THE ITEM OR ARRANGEMENT OF BETTER QUALITY,GREATER QUANTITY ENGINEER'S REVIEW SHALL NOT BE CONSTRUED AS A COMPLETE OR DETAILED CHECK OF THE CORP.,EMERGI-CITE OR DUAL-LITE. OR HIGHER COST SHALL BE INCLUDED IN THE BASE BID. 5.SURVEY EXISTING SPACE,CLOSETS AND PANELBOARDS TO VERIFY SUITABILITY OF WORK SUBMITTED,NOR SHALL IT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS 4.ALL EXIT SIGNS SHALL BE PROVIDED WITH AN EMERGENCY BATTERY BALLAST WITH 90 MINUTES Fri INSTALLATION DESIGN INDICATED.ANY MODIFICATIONS NECESSARY TO COMPLY WITH THE OF ANY SORT IN THE SHOP DRAWINGS AND SAMPLES,OR FROM THE NECESSITY OF FURNISHING (MIN.)OF BATTERY LIFE.BATTERY BALLAST SHALL BE SPECIFIC TO EXIT SIGN MANUFACTURER. E bilma"A .L 4.THE DRAWINGS SHOW THE VARIOUS CONDUIT AND PIPING SYSTEMS SCHEMATICALLY. DESIGN INTENT SHALL BE INCLUDED IN BID SUBMITTED AND SHALL BE HIGHLIGHTED SO THAT ANY WORK REQUIRED BY THE CONTRACT DOCUMENTS WHICH MAY HAVE BEEV OMITTED FROM CONTRACTOR SHALL FURNISH AND INSTALL ALL NECESSARY JUNCTION BOXE:S,PULL BOXES, CONSIDERATION TO SAME IS GIVEN DURING BID EVALUATION.INCLUDED IN THIS REQUIREMENT, SHOP DRAWING SUBMITTALS. 5.WHERE LIGHT FIXTURES ARE DENOTED AS EMERGENCY LIGHTS TO BE SWITCHED,A HOT LEG Silman SUPPORT AND ACCESSORIES TO MEET APPLICABLE CODES,BUILDING STANDARDS AND FULFILL SHALL BE THE EVALUATION OF THE AVAILABILITY OF BRANCH CIRCUIT CAPACITY TO SHALL BE BROUGHT TO THE EMERGENCY BATTERY BALLAST TO SIGNAL AND CHARGE THE 32 Old Slip, 1 Oth Floor CONTRACT DOCUMENTS.NO ADDED COMPENSATION WILL BE PERMITTED FOR VARIATIONS DUE TO ACCOMMODATE THE NUMBER OF BRANCH CIRCUITS REQUIRED ON THE DESIGN DOCUMENTS. 3.THE REVIEW OF A SEPARATE ITEM SHALL NOT INDICATE REVIEW OF THE COMPLETE ASSEMBLY BATTERY BALLAST,WHETHER THE SWITCH LEG IS"ON"OR"OFF'.THEREFORE,THE FIXTURE New York, NY 10005 FIELD CONDITIONS. REROUTING OF CIRCUITS TO ALTERNATE PANELS WITHIN THE SAME CLOSET OR AREA,SHALL BE IN WHICH IT FUNCTIONS.NOTHING IN THE ARCHITECTS AND/OR ENGINEER'S REVIEW OF SHOP SHALL BE SWITCHABLE,EMERGENCY BATTERY BALLAST SHALL BE BODINE TYPE B50 FOR ALL 2'x4' Telephone 646.738.3574 INCLUDED IN BID PROPOSAL.CIRCUIT NUMBERS INDICATED ARE FOR REFERENCE ONLY. DRAWINGS AND SAMPLES SHALL BE CONSIDERED AS AUTHORIZING: FLUORESCENT FIXTURES AND BODINE TYPE B94 FOR ALL COMPACT FLUORESCENT DOWNLIGHTS. p 5.THE CONTRACTOR COVENANT AGREES THAT HE AND HIS SUBCONTRACTORS AND HIS AND THEIR a.A DEPARTURE FROM CONTRACT DOCUMENTS OR SPECIFICATIONS,OR, www.silman.com AGENTS,SERVANTS AND EMPLOYEES WILL PROVIDE AND MAINTAIN A SAFE PLACE TO WORK AND 6.UNLESS SPECIFICALLY APPROVED,NO WIRES SHALL BE PULLED IN UNTIL THE CONDUIT SYSTEM b.ADDITIONAL COST TO THE OWNER,OR, 6.BRANCH CIRCUITS SHALL IN ALL CASES CONTAIN THE NECESSARY NUMBER OF WIRES TO THAT HE AND THEY WILL COMPLY WITH ALL LAWS AND REGULATIONS OF ANY GOVERNMENTAL IS COMPLETED.NO GREASE OR OIL SHALL BE USED TO FACILITATE THE PULLING OF WIRES;ONLY c. INCREASED TIME FOR COMPLETION OF THE WORK. AFFORD THE SWITCH CONTROL INDICATED. ALL LIGHTING CIRCUITS WHICH ARE CONTROLLED BY AUTHORITY HAVING JURISDICTION THEREOF AND THE CONTRACTOR AGREES TO INDEMNIFY,DEFEND APPROVED PULLING COMPOUND SHALL BE USED.ALL WIRES SHALL BE CONTINUOUS BETWEEN MEP ENGINEER: AND HOLD HARMLESS THE CONSULTING ENGINEER,ARCHITECT AND OWNER FROM AND AGAINST ANY OUTLET AND OUTLET,OR FROM PANELBOARD TO THE FIRST OUTLET.JOINTS THAT BECOME 4.NO PART OF THE WORK SHALL BE STARTED IN THE SHOP OR IN THE FIELD UVTIL THE DIMMERS SHALL NOT SHARE A NEUTRAL WITH ANOTHER CIRCUIT,BUT SHALL HAVE A SEPARATE _ NEUTRAL CONDUCTOR TO THE PANEL,WHETHER OR NOT INDICATED ON PLAN. EACH DIMMER DERIVE LIABILITY,LOSS,DAMAGE OR EXPENSE,INCLUDING ATTORNEY'S FEES ARISING FROM FAILURE OR NECESSARY IN CIRCUIT WORK AT THE OUTLETS SHALL BE MADE WITH APPROVED PRESSURE ARCHITECT AND/OR ENGINEER HAS REVIEWED THE SHOP DRAWINGS AND SANPLES FOR THAT SHALL BE SEPARATELY GANGED(FULLY ENCLOSED). ALLEGED FAILURE ON THE PART OF THE CONTRACTOR,HIS SUBCONTRACTORS AND HIS AND THEIR CONNECTORS.ALL JOINTS SHALL BE COVERED WITH AN INSULATION EQUAL TO THAT ON THE PORTION OF THE WORK.THEREAFTER,THE WORK SHALL BE EXECUTED IN ACCORDANCE WITH ENGINEERS AGENTS,SERVANTS AND EMPLOYEES TO PROVIDE AND MAINTAIN A SAFE PUkCE TO WORK OR TO CONDUCTORS.APPROVED PRESSURE CONNECTORS,IDEAL WINGNUTS,SCOTCH-LOCK, THE CONTRACT DOCUMENTS AND THE INDICATED STATUS OF THE REVIEWED SHOP DRAWING. 7.PROVIDE NEW LAMPS FOR ALL EXISTING FIXTURES WHICH HAVE BEEN RELOCATED. COMPLY WITH ALL LAWS AND REGULATIONS OF ANY GOVERNMENTAL AUTHORITY HAVING BUCHANAN,OR AS APPROVED,SHALL BE USED, Derive Enginners JURISDICTION THEREOF. 5.SAMPLES SHALL BE SUBMITTED FOR REVIEW WHEN REQUESTED BY THE ARCHITECT AND/OR 8.ALL LIGHT FIXTURES SHALL BE SPECIFIED ON THE ELECTRICAL AND/OR ARCHITECTURAL 665 Broadway Suite 701 7.EXACT LOCATIONS AND MOUNTING HEIGHTS OF ALL LIGHTING FIXTURES,SWITCHES,WALL ENGINEER. DOCUMENTS.IT SHALL BE THIS CONTRACTORS RESPONSIBILITY TO OBTAIN THE EXACT FIXTURE New York, NY 10012 6.THE CONTRACTOR AND EACH SUBCONTRACTOR COVENANTS AGREES TO INDEMNIFY,DEFEND AND OUTLETS,ETC.,SHALL BE IN ACCORDANCE WITH ARCHITECTURAL DRAWINGS.ANY DEVICE OR SPECIFICATIONS FOR THE PROJECT PRIOR TO THE SUBMISSION OF BID.REGARDLESS OF WHERE Telephone 646.866.6933 HOLD HARMLESS THE CONSULTING ENGINEER,ARCHITECT AND OWNER FROIN AND AGAINST ANY OUTLET WHICH IS SHOWN ON THE ARCHITECTURAL DRAWINGS AS EXISTING TO REMAIN,WHICH IS 6.TWO WEEKS AFTER AWARD OF CONTRACT SUBMIT A SHOP DRAWING LOG FOR REVIEW WITH THE FIXTURE,LAMPS AND BALLASTS ARE SPECIFIED,THIS CONTRACTOR SHALL INCLUDE HIGH LIABILITY,LOSS,DAMAGE OR EXPENSE,INCLUDING ATTORNEYS ARISING FROM A FAILURE OR NOT SHOWN ON THE ELECTRICAL DRAWINGS,SHALL BE LEFT AS EXISTING AND RELOCATED TO A SUBMITTAL DATES AND SUBMITTAL TYPE. POWER FACTOR/ENERGY EFFICIENT BALLASTS AND HIGH EFFICIENCY LAMPS WHICH MEET OR www.deriveengineers.com ALLEGED FAILURE ON THE PART OF THE CONTRACTOR,HIS SUBCONTRACTORS AND HIS AND THEIR HEIGHT AS INDICATED ON THE ARCHITECTURAL DRAWINGS. EXCEED THE REQUIREMENTS OF THE NEW YORK STATE CONSERVATION CONSTRUCTION CODE AGENTS,SERVANTS AND EMPLOYEES PROPERLY TO DISCHARGE THE OBLIGATIONS ASSUMED BY HIM 7.PROVIDE OPERATIONS AND MAINTENANCE MANUALS FOR ALL EQUIPMENT AND MATERIALS. AND ANY CURRENT REBATE REQUIREMENTS FOR CON EDISON,NYSERDA,ETC.FOR ALL FIXTURE OR THEM IN THE PERFORMANCE OF THE WORK,INCLUDING ANY ACT OR OMISSION ALLEGEDLY 8.ALL EXISTING DEVICES(RECEPTACLES,TEUDATA OUTLETS,SWITCHES,FIRE ALARM SYSTEM TYPES. CIVIL ENGINEER: RESULTING IN DEATH OR PERSONAL INJURY OR PROPERTY DAMAGE OR IMPROPER CONSTRUCTION, DEVICES,ETC.)WHICH ARE LOCATED ON WALL WHICH WILL BE RE-FINISHED(SEE ARCHITECTURAL CONSTRUCTION TECHNIQUES OR THE USE OF IMPROPER OR INAPPROPRIATE:MATERIAL OR TOOLS. DRAWINGS),SHALL BE TEMPORARILY REMOVED AND REINSTALLED TO MATCH NEW SURFACE D.RECORD DRAWINGS 9.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING AND FILING ALL LIGHTING ti CONDITIONS.PROVIDE ANY ADDITIONAL CABLING NEEDED TO RELOCATE AS REQUIRED. REBATE FORMS,ON BEHALF OF THE CLIENT,AND IN COORDINATION WITH THE ENGINEER AND Eff ® y 7.THE CONTRACTOR AGREES THAT ANY CONTROVERSY OR DISPUTE TO WHICH THE CONTRACTOR, 1.PREPARE AND FURNISH TO OWNER"AS BUILT"PLANS FOR ALL WORK INSTALLED.PROVIDE CAD ARCHITECT,REQUIRED FOR A REBATE WITH THE GOVERNING AUTHORITY AND/OR UTILITY AS THE ARCHITECT,AND THE CONSULTING ENGINEERS ARE PARTIES SHALL BE SUBMITTED TO 9.NO ELECTRICAL CONNECTIONS SHALL BE MADE TO,OR WORK PERFORMED ON,ENERGIZED DRAWINGS AND CAD FILES ON A COMPACT DISC COMPLETED IN THE LATEST VERSION OF REQUIRED PRIOR TO THE PURCHASE OF FIXTURES IN ORDER TO ACHIEVE THE MAXIMUM REBATE CHA ARBITRATION FOR DECISION IN ACCORDANCE WITH THE RULES OF SUCH ASSOCIATION FOR EQUIPMENT. AUTOCAD.ALL DRAWINGS SHALL BE IN A STYLE COMMENSURATE WITH THE ENGINEERING AMOUNT.THIS CONTRACTOR SHALL ALSO INCLUDE FILING FOR MOTION/OCCUPANCY SENSORS, 400 Capital Boulevard, Suite 301 CONSTRUCTION INDUSTRY DISPUTES.ALL SUBCONTRACTORS LIKEWISE AGREE TO SUBMIT TO SUCH DESIGN.THE ENGINEERING DESIGN CAD DRAWINGS OR BACKGROUNDS WILL EE FURNISHED FOR TIMECLOCKS,ETC.AS PART OF THE REBATE PROCESS WHERE APPLICABLE. Rocky Hill, CT 06067 ARBITRATION ANY DISPUTE BETWEEN OR AMONG THEM,THE CONTRACTOR,THE ARCHITECT AND 10.FINAL CONNECTIONS TO EQUIPMENT SHALL BE MADE ACCORDING TO VENDOR APPROVED USE TO THIS CONTRACTOR FOR THE PURPOSE OF THIS SUBMISSION(SUBMIT A CAD Tele hone 860.855.1055 THE CONSULTING ENGINEERS,AND THE CONTRACTOR AGREES TO MAKE AVAILABLE TO THE SHOP DRAWINGS. INDEMNIFICATION AGREEMENT). 10,ALL FIXTURES DENOTED AS NIGHTLIGHTS SHALL BE FED WITH AN UNSWITCHED HOT LEG.ALL p CONSULTING ENGINEERS ON DEMAND SIGNED COPIES OF THE CONTRACT BETWEEN THE OWNER LIGHTING CIRCUITS SHOWN TO BE ROUTED VIA A LIGHTING CONTACTOR OR TIMECLOCK AND www.chacompanies.com AND THE CONTRACTOR AND BETWEEN THE CONTRACTOR AND HIS SUBCONTRACTORS.THE 11.VERIFY ELECTRICAL REQUIREMENTS OF ALL EXISTING AND NEW EQUIPMENT TO BE USED.ALL 2.DURING CONSTRUCTION,KEEP AN ACCURATE RECORD OF ALL DEVIATIONS BETWEEN THE RELAY COMBINATION SHALL HAVE THE HOT LEG TAPPED AHEAD OF THE RELAY CONTACT IN CONTRACTOR AND EACH SUBCONTRACTOR AGREE THAT BY SUBMITTING A BID WHICH IS ACCEPTED, SPECIAL PURPOSE OUTLETS INDICATED ON PLAN SHALL BE VERIFIED WITH EQUIPMENT WORK AS SHOWN ON DRAWINGS AND THAT WHICH IS ACTUALLY INSTALLED.THIS RECORD SET OF ORDER TO FEED NIGHTLIGHTS,EMERGENCY BATTERY UNITS AND OCCUPANCY SENSORS SO THAT THIS PARAGRAPH SHALL BE DEEMED A WRITTEN AGREEMENT TO SUBMIT ANY CONTROVERSY MANUFACTURER PRIOR TO INSTALLATION,TO ENSURE PROPER WIRING AND COMPATIBILITY WITH PRINTS SHALL BE KEPT AT JOB SITE FOR INSPECTION. THE RELAY CONTACT DOES NOT AFFECT THE CIRCUIT LEG TO THESE DEVICES. THEREAFTER ARISING ARBITRATION. ATTACHMENT PLUGS OR JUNCTION BOXES THAT MAY BE FURNISHED AS AN INTEGRAL PART OF THE EQUIPMENT. 3.UPON COMPLETION OF THE INSTALLATION.SUBMIT ONE SET OF BLACK AND WHITE PRINTS OF 8.ALL WORK SHALL BE DONE IN CONFORMANCE WITH THE FOLLOWING STANDARDS: THESE"AS-BUILT"RECORD DRAWINGS TO THE CONSULTING ENGINEER FOR REVIEW.AFTER G.SLEEVES 12.COORDINATE ALL LOCATIONS AND HEIGHTS OF STUB-UPS AND OUTLETS IN FIELD WITH REVIEW BY THE CONSULTING ENGINEER,MAKE NECESSARY CHANGES TO THESE PRINTS AND A.NEW YORK STATE ELECTRICAL CODE. VENDORS AND/OR FURNITURE MANUFACTURERS'APPROVED SHOP DRAWINGS.ALL RECEPTACLES THEN DELIVER THEM TO THE OWNER FOR RECORD.FINAL PAYMENT WILL BE VI'ITHHELD UNTIL 1.PROVIDE SLEEVES FOR ALL CONDUIT PASSING THROUGH FLOORS,WALLS,PARTITIONS AND B.NEW YORK STATE BUILDING CODE. ARE TO BE ACCESSIBLE. COMPLETION OF"AS-BUILT"DRAWINGS. ROOFS.SLEEVED ASSEMBLIES SHALL BE APPROVED FOR INTENDED USE FOR ALL WATERPROOF C.THE REQUIREMENTS OF UNDERWRITERS'LABORATORIES INC. INSTALLATIONS(ROOF,FOUNDATION WALL,ETC.).PROVIDE OZ GEDNEY ASSEMBLIES,OR AS D.AMERICAN NATIONAL STANDARD INSTITUTE 13.ELECTRICAL CONTRACTOR SHALL VERIFY AVAILABILITY OF EXISTING CIRCUIT BREAKERS AFTER 4.AS-BUILT DRAWINGS SHALL CONTAIN EXACT ROUTING AND ELEVATIONS OF ALL CONDUIT REVIEWED. E.ILLUMINATING ENGINEERING SOCEITY DEMOLITION OF EXISTING CONDITIONS TO MEET NEW REQUIREMENTS,AND REPORT ANY BANKS,ACTUAL PANELBOARD CIRCUIT BREAKER POLE POSITIONS USED FOR EACH CIRCUIT,AND F.CERTIFIED BALLAST MANUFACTURERS RESULTING DISCREPANCIES TO THE ARCHITECT AND CONSULTING ENGINEER IMMEDIATELY PRIOR EXACT LOCATION OF ALL EQUIPMENT.ALL DIMENSIONS SHALL BE REFERENCED TO BUILDING 2.PROVIDE SLEEVES WITH AN I.D.AT LEAST 1/2 INCH GREATER THAN OUTSIDE OF CONDUIT G.O.S.H.A.AND ALL AGENCIES HAVING JURISDICTION. TO PROCEEDING WITH WORK. STRUCTURE CENTERLINES. SERVED. 9.OBTAIN ALL NECESSARY PERMITS AND APPROVAL FROM GOVERNING AUTHORITIES AND FILE ALL 14.ALL RECEPTACLES SHALL BE ACCESSIBLE BELOW COUNTERS OR BEHIND EQUIPMENT. 3.WHERE PLENUM CABLING PENETRATES FIRE OR SMOKE RATED WALLS,PARTITIONS,FLOOR NECESSARY FORMS. PAY ALL INSPECTION FEES. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF EQUIPMENT RECEPTACLES WITH E.EQUIPMENT SPECIFICATIONS SLAB,ETC.,PROVIDE SLEEVES(AS DESCRIBED HEREINBEFORE)THROUGH RATED EQUIPMENT MANUFACTURER'S REQUIREMENTS AND THE LOCAL INSPECTOR. CONSTRUCTION.ALL CABLING SHALL BE RUN THROUGH THESE SLEEVES.SLEEVES SHALL BE 10.COORDINATE SCHEDULING OF ALL WORK TO BE PERFORMED WITH OWNER AND/OR HIS AGENT 1.ALL EQUIPMENT AND MATERIALS SHALL BE NEW,UL LISTED AND SHALL CONFORM TO ANY LOCATED AS REQUIRED AND SHALL BE FILLED WITH A UL LISTED,INTUMESCENT TYPE,APPROVED AND INCLUDE ALL NECESSARY PREMIUM TIME REQUIRED FOR SHUTDOWNS,WORK IN OCCUPIED 15.ELECTRICAL CONTRACTOR SHALL PROVIDE DISCONNECTS FOR ALL EQUIPMENT PER CODE AND ADDITIONAL LABELING,TESTING AND CONSTRUCTION REQUIREMENTS ESTABLISHED BY THE FIRESTOP SYSTEM.QUANTITY OF CABLES,CONFIGURATIONS OF CABLES,ETC.,SHALL BE IN AREAS,ETC. SHALL COORDINATE ALL DISCONNECT SWITCH REQUIREMENTS AND LOCATIONS WITH THE GOVERNING AUTHORITIES.SAME SHALL BE GUARANTEED FOR 1 YEAR SUBSEQUENT TO FINAL ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS FOR THE TYPE OF RATED ELECTRICAL INSPECTOR,VENDORS APPROVED SHOP DRAWING AND FINAL EQUIPMENT ACCEPTANCE. CONSTRUCTION FOR WHICH THE SYSTEM IS TO BE USED.THE FIRESTOP SYSTEMS SHALL BE AS 11.ALL AREAS ASSOCIATED WITH WORK TO BE PERFORMED SHALL BE EXAMINED PRIOR TO BID LOCATIONS. MANUFACTURED BY 3M FIRE PROTECTION PRODUCTS,SPEC SEAL FIRE STOP PRODUCTS OR AS SUBMISSION.NO ADDITIONAL COMPENSATION SHALL BE MADE FOR CONDITIONS FOUND DURING 2.ALL EQUIPMENT(ELECTRICAL AND MECHANICAL)SHALL BE SPECIFIED TO HPVE VOLTAGE APPROVED.SEE ARCHITECTURAL DRAWINGS FOR FIRE RATINGS OF WALLS AND FLOORS. INSTALLATION. 16.ELECTRICAL CONTRACTOR SHALL VERIFY PHASE LOAD BALANCING ON POWER PANELS UPON RATINGS COMPATIBLE WITH THE PROVISIONS OF ANSI C84. COMPLETION OF THE ELECTRICAL INSTALLATION.INCLUDE RE-DISTRIBUTION OF CIRCUITS WITHIN 12.BEFORE COMMENCING WORK,EXAMINE ALL ADJOINING WORK ON WHICH'THIS WORK IS IN ANY PANELS TO BALANCE WITHIN A 10%WINDOW(t5%). 3.ALL EXISTING EQUIPMENT TO BE RELOCATED,OR TO BE INSTALLED FROM STORAGE SHALL BE H.PANELBOARDS WAY DEPENDENT FOR PERFECT WORKMANSHIP ACCORDING TO THE INTENT OF THIS SPECIFICATION, CLEANED. AND REPORT TO THE CONSTRUCTION MANAGER ANY CONDITION WHICH PREVENTS PERFORMANCE 17.ALL CONDUIT AND CABLE"HOMERUNS"SHALL CONSIST OF A SINGLE CIRCUIT PER CONDUIT 1.ALL PANELBOARDS SHALL BE OF THE ENCLOSED TYPE,FLUSH OR SURFACE MOUNTED,AS OF FIRST-CLASS WORK.NO"WAIVER OF RESPONSIBILITY"FOR INCOMPLETE,INADEQUATE OR FOR FEEDERS SERVED BY AN OVERCURRENT PROTECTIVE(OCP)DEVICE IN EXCESS OF 20 4.ALL LOW TENSION CONDUIT FOR DATA,TELEPHONE,SECURITY,AN,TELEVISION,ETC.,SHALL REQUIRED,IN CODE GAUGE STEEL CABINETS,WITH STEEL TRIM,CONCEALED HINGES,DOORS DEFECTIVE ADJOINING WORK WILL BE CONSIDERED UNLESS NOTICE HAS BEEN FILED BEFORE AMPERES,SINGLE POLE.WHERE WIRE AND CONDUIT BRANCH CIRCUITS SHARE A CONDUIT BE 1"MINIMUM EMT OR ALUMINUM U.O.N.TERMINATE WITH BUSHED OPENING IN HUNG CEILING OR AND FLUSH TYPE LOCKS,ALL KEYED ALIKE.PROVIDE DUAL CONCEALED HINGED DOORS(DOOR-IN- SUBMITTAL OF A PROPOSAL. HOMERUN,(OCP LESS THAN OR EQUAL TO 20 AMPERES SINGLE POLE)THERE SHALL BE A UNDER RAISED FLOOR.EMPTY FLEXIBLE CONDUIT SHALL NOT BE PERMITTED FOR LOW TENSION DOOR CONSTRUCTION)WITH TWO KEYED LATCHES,AND WITHOUT BOLTS OR SCREWS ON THE MAXIMUM OF SIX CIRCUITS COMBINED IN A RACEWAY TO THE PANELBOARD,UNLESS OTHERWISE CABLING UNLESS WRITTEN APPROVAL IS OBTAINED FROM THE ARCHITECT AND ENGINEER.ALL NON-HINGED SIDE OF THE DOOR.ALL EXISTING PANELS SHALL BE RETROFITTED WITH DOOR-IN- 13.COORDINATE ALL WORK WITH OTHER TRADES TO INSURE INSTALLATION IS MADE IN ACCORDANCE NOTED.ALL CONDUCTORS SHALL BE DERATED PER NATIONAL ELECTRICAL CODE(LATEST LOW TENSION EMPTY CONDUIT SHALL BE PROVIDED WITH TRU-MEASURE TYPE DRAG LINES FOR DOOR COVERS.PROVIDE FLUSH DOORS WHERE INDICATED ON DOCUMENTS(SEE WITH THE CONTRACT DOCUMENTS. VERSION).COMBINING OF MULTIPLE HOMERUNS(MORE THAN SIX)IN A SINGLE CONDUIT SHALL FUTURE CABLE INSTALLATION. ARCHITECTURAL DRAWINGS.) NOT BE PERMITTED. 14.FURNISH ADEQUATE LIABILITY INSURANCE AND BONDING AS REQUIRED BY OWNER. 5.ALL WALL MOUNTED TELEPHONE AND COMMUNICATIONS OUTLETS SHALL HAVE THE EMPTY 2.ALL BUSES INCLUDING NEUTRAL SHALL BE ELECTRICAL GRADE HARD-DRAWN COPPER AND 18.ALL CONDUIT SHOWN FOR INDOOR WORK SHALL BE EMT(3/4"MINIMUM)WITH SET-SCREW TYPE CONDUIT STUBBED AND BUSHED INTO AN ACCESSIBLE AREA IN THE HUNG CEILING OR RAISED SIZED IN CONFORMANCE WITH NEMA STANDARDS. BUSES SHALL BE ARRANGED FOR SEQUENCE 15.INCLUDE ALL LABOR,MATERIALS,AND APPURTENANCES REQUIRED FOR THE FURNISHING, COUPLINGS UNLESS OTHERWISE NOTED OR PERMITTED BY THE BUILDING RULES AND FLOOR.(NOTE:ACCESSIBLE AREA MAY BE OUTSIDE THE ROOM/AREA IF AN INACCESSIBLE CEILING PHASING AND LOADS SHALL BE BALANCED AS EQUALLY AS POSSIBLE AMONGST THE THREE INSTALLING AND TESTING OF ALL WORK.COMPLETE AND MAKE READY FOR OPERATION IN A MANNER REGULATIONS. IS UTILIZED.) PHASES. SATISFACTORY TO THE ARCHITECT AND CONSULTING ENGINEER,ALL WORK SHOWN ON DRAWINGS AND SPECIFIED HEREIN. 19.PROVIDE IMC CONDUIT WITH THREADED COUPLINGS WHERE REQUIRED BY CODE. 6. INTERMEDIATE METAL CONDUIT SHALL BE USED WHERE SUBJECTED TO AN"WATER OR 3.PANELBOARDS SHALL BE EQUIPPED WITH QUICK-MAKE,QUICK-BREAK FUSED SWITCHES OR MOISTURE CONDITIONS,OR WHERE BURIED IN SLAB. BOLT-ON MOLDED CASE CIRCUIT BREAKERS,OF VOLTAGE REQUIRED,AND OF SIZE AND NUMBER 16.ALL WORK SHALL BE GUARANTEED FOR TWO(2)FULL YEARS FROM THE DATE WHEN THE OWNER 20.TYPE MC CABLE MAY BE UTILIZED FOR BRANCH LIGHTING AND RECEPTACLE CIRCUITRY, OF POLES INDICATED ON THE SCHEDULES, HAS ISSUED A"CERTIFICATE OF SUBSTANTIAL COMPLETION". WHERE PERMITTED BY CODE AND PROVIDED THAT: 7.PROVIDE CONDUIT EXPANSION FITTINGS TOGETHER WITH BONDING JUMPER,AND SUITABLE a. IT IS IN ACCORDANCE WITH THE BUILDING RULES AND REGULATIONS. SLEEVES WHERE REQUIRED.CONDUIT EXPANSION FITTING SHALL BE INSTALLED IN EACH 4.A TYPE WRITTEN DIRECTORY OF 5 INCHES x 8 INCHES WITH METAL FRAME AND LEXAN FACE b.CONTAINS AN INSULATED GROUND WIRE. CONDUIT RUN WHEREVER IT CROSSES AN EXPANSION JOINT IN THE STRUCTURE.THE EXPANSION SHALL BE PROVIDED ON THE INSIDE OF THE DOOR OF EACH CABINET,INDICATING THE LOAD B.INSTALLATION PROCEDURE c. CONDUIT IS RUN TO THE FIRST DEVICE DOWN-LINE OF THE PANEL(I.E.RECEPTACLE,LIGHT FITTING SHALL BE INSTALLED ON ONE SIDE OF THE JOINT WITH ITS SLIDING SLEEVE END FLUSH SERVED BY EACH CIRCUIT.UTILIZE ARCHITECTURAL DRAWINGS TO INDICATE ROOM NAMES AND FIXTURE,ETC.).SPLICE BOXES MOUNTED ADJACENT TO THE ELECTRICAL CLOSET SHALL NOT BE WITH THE JOINT AND WITH A LENGTH OF BONDING JUMPER IN THE EXPANSIONJOINT EQUAL TO NUMBERS OF ALL EQUIPMENT SERVED.UPDATE PANEL DIRECTORIES OF ALL EXISTING PANELS, 1.THIS CONTRACTOR'S WORK SHALL INCLUDE,BUT NOT BE LIMITED TO THE FOLLOWING:FURNISHING PERMITTED TO CONVERT FROM A CONDUIT HOMERUN TO TYPE MC CABLE. AT LEAST THREE TIMES THE NORMAL WIDTH OF THE JOINT. AND INSTALLATION OF ALL ELECTRICAL WORK,INCLUDING ELECTRICAL AND COMMUNICATIONS 5.POWER,LIGHTING AND UTILITY PANELS FOR 120/208 VOLT SHALL BE BOLT-ON CIRCUIT BREAKER OUTLETS IN WALLS AND FLOOR,LIGHTING FIXTURES WITH LAMPS,SWITCHES,DIMMERS,EMERGENCY 21.INCLUDE ALL LABOR,MATERIALS,AND APPLICATIONS REQUIRED FOR THE FURNISHING, 8.ALL 20A,SINGLE POLE,120 VOLT OR 208 VOLT BRANCH CIRCUIT RUNS IN EXCESS OF 100 FEET TYPE UNLESS OTHERWISE NOTED.SINGLE POLE BRANCHES SHALL BE BOLT-ON TYPE OF AT BATTERY UNITS,ETC.,AND ASSOCIATED BRANCH CIRCUIT WIRING,DISCONNECT SWITCHES,SPECIAL INSTALLING AND TESTING OF ALL WORK SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN,IN A FROM THE PANEL TO THE DEVICE SHALL BE PROVIDED WITH#10 MINIMUM AWG WIRE FOR ITS LEAST 10,000 AMPERES RMS SYMMETRICAL INTERRUPTING CAPACITY(OR AS INDICATED ON THE RECEPTACLES,ETC.ALL SPECIAL EQUIPMENT,SUCH AS FANS,AIR CONDITIOI41NG UNITS,COPIERS, MANNER SATISFACTORY TO THE ARCHITECT. ENTIRE LENGTH. DRAWINGS).MULTIPLE POLE BREAKERS SHALL BE COMMON TRIP,OF THE CAPACITY AND NUMBER ETC.WILL BE FURNISHED BY OTHERS(U.O.N.).WHERE EQUIPMENT REQUIRES PERMANENT OF POLES AS INDICATED IN SCHEDULES.PANELBOARDS SHALL BE EQUIPPED WITH 200%SOLID CONNECTIONS,THESE CONNECTIONS SHALL BE PROVIDED WITH APPROPRIATE DISCONNECTING 22.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING EXISTING CIRCUITRY 9.JUNCTION OR PULL BOXES SHALL BE FURNISHED AND INSTALLED WHERE INDICATED ON PLANS NEUTRAL BAR AND CONTAIN THE NUMBER OF POLES,OVERCURRENT DEVICES AND BUSED MEANS. ORIGIN,DISTRIBUTION AND REVISING EXISTING CIRCUITRY TO COMPLY WITH NEW CIRCUITRY AS AND WHEREVER ELSE SUCH A BOX MAY BE NECESSARY TO FACILITATE INSTALLATION OR SPACES AS SPECIFIED IN SCHEDULE.PANELBOARDS SHALL INCLUDE A SEPARATE GROUND BUS INDICATED ON PLANS. CONFORM TO CODE REQUIREMENTS.COORDINATE LOCATIONS OF SAME WITHARCHITECT FOR ISOLATED FROM THE CASING,FUSIBLE TYPE PANELS SHALL CONFORM TO REQUIREMENTS OF 2.ELECTRICAL CONTRACTOR SHALL COORDINATE ALL WORK SHOWN ON DRAWINGS WITH OTHER ACCESSIBILITY AND AESTHETIC CONSIDERATIONS. GENERALLY,JUNCTION BOKES AND PULL ABOVE PARAGRAPH. TRADES TO ASSURE THAT ALL SYSTEMS ARE COMPLETE AND OPERATIONAL.THIS CONTRACTOR 23.ALL WORK AND/OR EQUIPMENT INSTALLED OUTDOORS SHALL BE APPROVED FOR USE IN WET BOXES SHALL BE INSTALLED EVERY 100 FEET IN CONDUIT HORIZONTAL RUNS AND SHALL NOT BE SHALL COORDINATE ALL EQUIPMENT LOCATIONS AND CONDUIT RUNS SUPPLIED AND/OR INSTALLED LOCATIONS. EXPOSED IN FINISHED SPACES.ALL CABLES WITHIN PULL BOXES SHALL BE PROPERLY TAGGED 6,PROVIDE ISOLATED GROUND BUSES ON STAND-OFF ISOLATORS WHERE INDICATED ON UNDER THIS SECTION TO AVOID CONFLICTS OR OBSTRUCTIONS TO OTHER TRADES.THIS FOR IDENTIFICATION.LABEL ALL CONDUITS WITH FEEDER DESIGNATION,AT ENTRY AND EXIT TO SCHEDULES. CONTRACTOR SHALL PROVIDE ALL NECESSARY PULL BOXES, VERTICAL SUPPORT BOXES,AND 24.ALL WORK AND/OR EQUIPMENT IN MER'S SHALL BE SUITABLE FOR DAMP LOCATIONS. THE BOX. CONDUIT OFFSETS REQUIRED TO ACCOMPLISH THE ABOVE NOTED COORDINATION AT NO 7.PROVIDE NEW CIRCUIT BREAKERS IN BOTH NEW AND EXISTING PANELS AS REQUIRED TO MEET ADDITIONAL COST TO THE OWNER,WHETHER OR NOT INDICATED ON PLANS.ALL VERTICAL SUPPORT 25.WHERE CONDUITS,CABLE TRAY OR OTHER ELECTRICAL EQUIPMENT PENETRATE FIRE OR 10.PROVIDE A#10 AWG NEUTRAL FOR ALL 20A CIRCUITS WHERE EITHER TWO OR THREE PHASES THE SCHEDULES OR CIRCUIT DESIGN INTENT. BOXES,PULL BOXES,ETC.SHALL BE INSTALLED WHERE REQUIRED TO FACILITATE PULLS AND AT SMOKE RATED WALLS,PARTITIONS,FLOOR SLABS,ETC.,THE SPACE BETWEEN THE SLEEVE OR SHARE A SINGLE CONDUCTOR NEUTRAL. CODE REQUIRED INTERVALS,AT A MINIMUM. CUTOUT AND THE ELECTRICAL EQUIPMENT SHALL BE CAULKED WITH A UL LISTED,INTUMESCENT 8.GUTTER SPACE SHALL BE INCREASED WHEN CONTAINING FEEDER TAPS. TYPE,APPROVED FIRESTOP SYSTEM.SPACE BETWEEN THE SLEEVE OR CUTOUT AND THE 11.PROVIDE WIRE TROUGHS WHERE A RACEWAY IS REQUIRED TO ACCESS THE FLOOR SYSTEM. 3.CONDUIT RUNS INDICATED ON PLAN ARE FOR REFERENCE ONLY.EXACT LOCATIONS AND ELECTRICAL EQUIPMENT SHALL BE SIZED IN ACCORDANCE WITH THE MANUFACTURER'S 9.PROVIDE WIRE TROUGHS WHERE ACCESS TO THE FLOOR SYSTEM IS REQUIRED. ELEVATION SHALL BE DETERMINED AFTER COORDINATION WITH OTHER TRADES,THIS CONTRACTOR REQUIREMENTS FOR CONDUIT SIZE AND DAMMING MATERIAL THICKNESS FOR THE TYPE OF RATED 12.INSULATING BUSHINGS OR INSULATING THROATS SHALL BE INSTALLED ON ALL FITTINGS. SHALL SUPPLY,AS PART OF THEIR SHOP DRAWING SUBMISSION,THE EXACT LOCATION OF ALL CONSTRUCTION FOR WHICH THE SYSTEM IS TO BE USED.THE FIRESTOP SYSTEM SHALL BE AS 10.WHERE SPACE LIMITATIONS REQUIRE REDUCED PANEL WIDTH,PROVIDE VERTICAL(SINGLE CEILING MOUNTED EQUIPMENT AND CONDUIT RUNS INCLUDING PROPOSED LOCATIONS AND MEANS MANUFACTURED BY 3M FIRE PROTECTION PRODUCTS OR AS APPROVED.SEE ARCHITECTURAL 13.COORDINATE WITH PUBLIC ADDRESS SYSTEM VENDOR FOR EMERGENCY CONTROL PANEL ROW)BREAKER TYPE PANELS AS PART OF THE INITIAL SCOPE PRICE. OF SUPPORT AS WELL AS THE EXPECTED LOAD CONCENTRATION AT THE POINTS OF ATTACHMENT. DRAWINGS FOR FIRE RATING OF WALLS AND FLOORS. REQUIREMENTS. THE ABOVE NOTED INFORMATION SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER BEFORE ANY 11.ALL PANEL BUS BARS SHALL CONSIST OF A MINIMUM 1/8 INCH DEPTH COOPER BUS. WORK IS TO COMMENCE. 26.WHERE WORK IS ONGOING IN ELECTRICAL PANELS THE COVERS ARE NOT TO BE LEFT OFF 14.ANY VFDS SHALL HAVE LINE AND LOAD SIDE POWER FILTERING. UNLESS WORK IS CURRENTLY BEING PERFORMED ON THE PANEL.COVERS SHALL BE REPLACED 12,PROVIDE GFI TYPE BRANCH CIRCUIT BREAKERS FOR ALL CIRCUITS SERVING HEAT TRACING EACH NIGHT AT THE END OF SHIFT. 15.ALL EQUIPMENT SHALL BE FULLY RATED WITH MNIMUM SHORT-CIRCUIT RA71NG AS INDICATED CIRCUITS,H-WATT CIRCUITS,FREEZE PROTECTION CIRCUITS,WINDOW WASHING CIRCUITS, ON DRAWINGS OR SHOWN IN SHORT CIRCUIT STUDIES(WHICHEVER IS HIGHER. SERIES RATING OUTDOOR CIRCUITS,ETC.AND AS REQUIRED BY CODE. No. Date Issue 27.TEMPORARY POWER FROM EXISTING PANELS FOR LIGHTS,DRILLS,WELDING EQUIPMENT,ETC., NOT PERMITED. SHALL BE LABELED ON THE PANEL AND PRE-APPROVED BY BUILDING OWNER/MANAGER 48 HOURS 13,ALL CIRCUITS FEEDING KITCHEN EQUIPMENT(APPLIANCES)UNDER KITCHEN HOOD SHALL PRIOR TO INSTALLATION. INCLUDE SHUNT TRIP BREAKERS(WHETHER OR NOT SHOWN ON DRAWINGS)AND BE WIRED TO 04.14.2023 Buidling Department Submittal ANSUL SYSTEM PANEL. �O QJ I VO O` O OF NEW y O�� Z 084226 SS1 L -002wOO ELECTRICAL GENERAL NOTES ARCHITECT: J.FUSES N.DEMOLITION NOTES 0.GENERAL 1.ALL FUSES SHALL BE OF THE SAME MANUFACTURER,BUSSMANN,OR AS APPROVED, 1.SURVEY EXISTING CONDITIONS BEFORE SUBMITTAL OF BID TO ASCERTAIN 1.OUTLET BOXES SHALL BE CODE GAUGE GALVANIZED STAMPED STEEL,4 INCH SQUARE BY AND SHALL BE INSTALLED,AS REQUIRED,IN ALL CUTOUTS,PANELS AND SAFETY EXTENT OF DEMOLITION.REFER TO ARCHITECTURAL DRAWINGS FOR DEMOLITION 1-1/2 INCHES DEEP FOR POWER AND 4 INCHES SQUARE BY 2-1/2 INCHES DEEP FOR SWITCHES. TO BE PERFORMED BY OTHERS. COMMUNICATION,FIRMLY ANCHORED IN PLACE.BOX VOLUME SHALL BE AS REQUIRED BY Murphy Burnham&Buttricks Architects GOVERNING CODES WITH BLANK COVERS PROVIDED FOR ALL BOXES USED FOR JUNCTION 48 West 37th Street. 14th Floor 2.UNLESS OTHERWISE NOTED,FUSES SHALL BE BUSSMAN TYPE LPN,LPS OR KRP-C. 2.ALL EXISTING WIRING TO WALL AND FLOOR MOUNTED RECEPTACLES,LIGHTING PURPOSES.GEM BOXES SHALL ONLY BE USED WHERE DIMENSIONAL RESTRAINTS EXIST New York, NY 10018 FIXTURES,OR OTHER EQUIPMENT AND ELECTRICAL DEVICES TO BE REMOVED AND WHERE THE CONTRACTOR HAS OBTAINED PERMISSION FROM THE ENGINEER.MULTI- Telephone 212.768.7676 UNDER THIS CONTRACT SHALL BE REMOVED BACK TO THE PANEL,AND THE CIRCUIT GANG BOXES SHALL BE PROVIDED WITH EXTENSION COLLARS MOUNTED WITHIN 1/8 INCH OF www.mbbarch.com K.OCCUPANCY SENSORS BREAKER LABELED AS SPARE ON THE EXISTING PANEL DIRECTORY. OUTER SURFACE.WHERE OUTLET BOXES ARE SHOWN FOR FLUSH MOUNTED DEVICES,A SINGLE GANG PLASTER RING SHALL BE PROVIDED,AND MOUNTED WITHIN 1/8 INCH OF STRUCTURAL ENGINEER: 1.OCCUPANCY SENSORS SHALL BE UTILIZED TO AUTOMATICALLY TURN OFF LIGHT 3.ALL LIGHTS&POWER(RECEPTACLES,ETC.IN CORE AREA(ELEVATOR LOBBIES, OUTER SURFACE. FIXTURES WHEN THE AREA SENSED IS NOT OCCUPIED.OCCUPANCY SENSORS SHALL STAIRS,BATHROOMS,ETC.)ARE EXISTING TO REMAIN. HAVE A TIME DELAY BEFORE TURNING OFF,WHICH SHALL BE CONTINUOUSLY 2.DISCONNECT SWITCHES SHALL BE QMQB FUSIBLE OR NONFUSIBLE WITH CURRENT AND I ['f S1* 1man ADJUSTABLE FROM 30 SECONDS TO 12 MINUTES.OCCUPANCY SENSORS SHALL HAVE A 4.CONVECTOR ENCLOSURES SHALL BE SUITABLE REPAIRED TO ELIMINATED ALL VOLTAGE RATING AS INDICATED ON PLANS.SWITCHES SHALL BE HORSEPOWER RATED, SENSITIVITY ADJUSTMENT TO MODIFY THE FIELD OF VIEW. HOLE AND IRREGULARITIES FROM PREVIOUS CONDUIT AND BOXES. ENCLOSED TYPE,SUITABLE FOR PADLOCKING IN OPEN POSITION. 2.WALL MOUNTED OCCUPANCY SENSORS SHALL OPERATE AS)FOLLOWS: 5.EXISTING CIRCUITING THAT SERVES BASE BUILDING EQUIPMENT(MECHANICAL) 3.HORSEPOWER RATED THERMAL SWITCHES(BRYANT OR AS APPROVED)SHALL BE USED Silman RED LED WILL INDICATE WHEN UNIT IS BEING TRIGGEREDPLUS IT WILL GLOW WHEN OFF EQUIPMENT ROOMS.,ELEVATOR MACHINE ROOMS,STAIRS,LIFE SAFETY SYSTEM FOR ALL MOTOR CIRCUITS.ELECTRICAL CONTRACTOR SHALL INSTALL WHERE APPLICABLE 32 Old Slip, 10th Floor TO FACILITATE LOCATION IN AN UNLIT ROOM.WALL MOUNTED AREA SENSORS SHALL ETC,AND ALL OTHER LANDLORD CONTROLLED DEVICES,SHALL NOT BE REMOVED. TOGGLE SWITCHES FOR USE AS DISCONNECT.THESE SWITCHES SHALL BE"T"RATED FOR New York, NY 10005 UTILIZE PASSIVE INFRARED OPERATION.THE SENSOR SHALL EMIT A"BEEP"WARNING RESISTANCE LOADS AND"M"RATED FOR MOTOR LOADS, Telephone 646.738.3574 TONE BEFORE SHUTTING OFF.SENSOR OPERATION SHALL BE!AS FOLLOWS:TAP TOP OF 6.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR REPROGRAMMING THE SWITCH TO TURN ON;AUTOMATIC TURN OFF;TAP BOTTOM OF SWITCH TO TURN OFF. FIRE ALARM SYSTEM TO ACCOUNT FOR THE REMOVAL OF DEVICES FROM THE 4.STANDARD DUPLEX CONVENIENCE RECEPTACLES SHALL BE SPECIFICATION GRADE NEMA www.silman.com SENSOR SHALL BE ABLE TO BE MOUNTED IN A SINGLE GANG WALL BOX AND BE EXISTING FIRE ALARM SYSTEM. 5-15R,5-20R,2 POLE,3 WIRE,GROUNDED,15 OR 20 AMPERE RATED FOR DEVICES SHOWN ON GANGABLE WITH OTHER DESIGNER STYLE ELECTRICAL DEVICES AND FACEPLATES. A 15 OR 20 AMPERE CIRCUIT(RESPECTIVELY).PROVIDE DEVICES RATED TO THE MEP ENGINEER: SENSOR SHALL BE PROVIDED WITH A DESIGNER STYLE SCREWLESS FACEPLATE,COLOR 7.BEFORE REMOVING EXISTING BRANCH CIRCUITS,ELECTRICAL CONTRACTOR EQUIVALENT CIRCUIT BREAKER SIZE UNLESS OTHERWISE NOTED.GROUND FAULT TYPE AS SELECTED BY THE ARCHITECT. SHALL BE CERTAIN THAT THESE CIRCUITS DO NOT FEED OTHER TENANT SPACES SHALL BE USED WHERE REQUIRED BY GOVERNING CODES INCLUDING ALL DEVICES SHOWN 3.CEILING MOUNTED AREA SENSOR SHALL UTILIZE PASSIVE INFRARED OPERATION. DERIVEENGINEERS OR LANDLORD SYSTEMS IN THE BUILDING. TO BE WITHIN SIX FEET OF A SINKIWATER. G N EE WHEN THE SENSOR DETECTS THE PRESENCE OF AN OCCUPANT,THE LIGHTS WILL 8.ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSAL OF ALL 5.SWITCHES SHALL BE FLUSH,SPECIFICATION GRADE,QUIET TUMBLER TYPE,GROUNDED, Derive Engineers AUTOMATICALLY TURN ON.IF NO OCCUPANT MOTION OCCURS WITHIN THE ADJUSTABLE DEBRIS RELATED TO THE ELECTRICAL DEMOLITION AND CONSTRUCTION. BEHIND COMMON PLATE WITH BARRIERED BACK BOX WHERE REQUIRED BY CODE FOR TIME DELAY PERIOD,THE LIGHTS SHALL AUTOMATICALLY BE TURNED OFF.THE SENSOR MULTIPLE CIRCUITS GREATER THAN 250 VOLTS.SINGLE POLE SWITCHES SHALL BE 20 665 Broadway Suite 701 SHALL HAVE A LED INDICATOR TO PROVIDE FEEDBACK TO THE:POWER PACK WHEN 9.ALL RECEPTACLES IN AREAS NOT BEING DEMOLISHED WHICH ARE NOT SHOWN AMPERES,277 VOLT. New York, NY 10012 DETECTING MOVEMENT AND SHALL HAVE A SENSITIVITY AND TIMING ADJUSTMENT.ALL ARE EXISTING TO REMAIN(U.O.N.) Telephone 646.866.6933 COMPONENTS TO BE CONTAINED WITHIN A 1 INCH HIGH BY 6 INCH LONG WHITE PLASTIC 6.DEVICE TYPES,MANUFACTURERS AND COLORS SHALL BE SPECIFIED BY THE ARCHITECT.HOUSING,USING FOUR(4)HEAD SENSORS AT FIXED ANGLES.PROVIDE THREE(3) 10.DURING DEMOLITION THE ELECTRICAL CONTRACTOR SHALL NOT INTERRUPT IF NO SPECIFICATION HAS BEEN PROVIDED,THIS CONTRACTOR SHALL OBTAIN ALL www.deriveengineers.com FREQUENCY DEVICES FOR ALTERNATE PATTERN INSTALLATION.PROVIDE THE POWER SERVING OCCUPIED SECTIONS OF THE FLOOR,ELECTRICAL INFORMATION REGARDING THE ABOVE FROM THE ARCHITECT PRIOR TO THE SUBMISSION ACCOMPANYING SWITCHPACK WITH PROPER HEAD QUANTITY AS SPECIFIED BY CONTRACTOR SHALL PROVIDE TEMPORARY FEEDS AS REQUIRED IN ORDER TO OF BID,OR SHALL INCLUDE THE ABILITY TO FURNISH ANY MANUFACTURER SELECTED BY MANUFACTURER.UNIT SHALL NOT DETECT MOTION THROUGHGLASS AND SHALL BE MAINTAIN CONTINUITY OF THESE ALL POWER SHUTDOWNS SHALL BE COORDINATED THE ARCHITECT DURING THE SHOP DRAWING SUBMISSION PHASE. CIVIL ENGINEER: MOUNTED A MINIMUM OF SIX(6)FEET FROM STRONG AIR TURBULENT DEVICES. WITH THE OWNER. �^ 7.DEVICE PLATES SHALL BE AS INDICATED ON THE ARCHITECTURAL DRAWINGS. �. L.LIGHTING CONTACTOR 11.ALL EXISTING BASE BUILDING SIGNALING SYSTEMS(FIRE ALARM PULL COORDINATE EXACT COLOR WITH ARCHITECT. STATIONS,FIRE WARDEN STATIONS,HORNS,STROBES,SPEAKERS,STANDPIPE 1.THE REMOTE CONTROL LIGHTING CONTACTOR SHALL BE ELECTRICALLY OPERATED BY TELEPHONES,ETC.)SHALL BE EITHER RELOCATED AS SHOWN OR TEMPORARILY 8.ALL CABLE SHALL BE COPPER WITH THWN OR THHN INSULATION FOR HORIZONTAL CHA A DUAL-ACTING,SINGLE-SOLENOID MECHANISM THAT IS INHERENTLY INTERLOCKED AND REMOVED AND REINSTALLED TO MATCH NEW SURFACE CONDITIONS.PROVIDE APPLICATIONS AND XHHW FOR VERTICAL APPLICATIONS(I.E.WHEN PASSING THROUGH A 400 Capital Boulevard, Suite 301 MECHANICALLY HELD IN BOTH THE OPEN AND CLOSED POSITIONS.THE MAIN CONTACTS ADDITIONAL WIRING AND FIRE ALARM PROGRAMMING AS REQUIRED. CABLE SUPPORT BOX),EMPLOYED AT THE 75°C CODE RATED AMPACITY.NO SMALLER THAN T 06067 SHALL BE POWER DRIVEN IN BOTH DIRECTIONS.POSITIVE LOCKING AND CONTACT No.12 AWG SHALL BE USED UNLESS SPECIFICALLY NOTED ON PLANS.COLOR CODING SHALL Rocky Hill, POSITIONS SHALL NOT BE DEPENDENT ON GRAVITY,HOOKS,LATCHES OR SEMI- 12.WHERE IT IS REQUIRED TO DISCONNECT OR ALTER ANY PART OF AN EXISTING CONFORM TO CODE REQUIREMENTS.DERATE ALL CABLES PER LATEST VERSION OF THE Telephone C 0.855.1055 PERMANENT MAGNETS. CIRCUIT SERVING,IN PART,AN AREA OR EQUIPMENT NOT BEING DISTURBED,THE NATIONAL ELECTRICAL CODE. www.chacompanies.com 2.THE REMOTE CONTROL LIGHTING CONTACTOR SHALL BE CAPABLE OF OPERATING IN CIRCUIT SHALL BE RECONNECTED TO MAINTAIN CONTINUITY OF THE CIRCUIT. 9.ALL CONDUCTORS#10 AND SMALLER SHALL BE SOLID CU CONDUCTORS.ALL ANY POSITION.PROVISIONS SHALL BE INCORPORATED FOR MANUAL OPERATION DURING 13.ALL EXISTING EQUIPMENT AND MATERIALS BEING REMOVED SHALL BE STORED CONDUCTORS#8 AND LARGER SHALL BE STRANDED COPPER. INSPECTION AND MAINTENANCE. OR DISPOSED OF AT THE DIRECTION OF THE OWNER OR ARCHITECT, 10.ALL CABLING FURNISHED FOR INSTALLATION EXPOSED(NOT IN AN ENCLOSED RACEWAY) 3.THE REMOTE CONTROL LIGHTING CONTACTOR SHALL BE UNDERWRITERS' IN AN AIR PLENUM CEILING OR FLOOR SHALL BE APPROVED FOR USE BY GOVERNING LABORATORIES LISTED UNDER UL 508.MAIN CONTACTS SHALL.BE DOUBLE BREAK, 14.BEFORE TEMPORARILY DISCONNECTING OR RELOCATING EXISTING FIRE ALARM AUTHORITIES,AND SHALL CONFORM TO UL 910 WITH A MINIMUM OF 125 DEGREES CELSIUS CONTINUOUS DUTY RATED 20 AMPS TO 600 VOLTS AC,AND BE MARKED FOR BALLAST EQUIPMENT THE CONTRACTOR SHALL NOTIFY THE BUILDING OWNER/MANAGER AND RATED JACKET. LIGHTING,TUNGSTEN AND GENERAL PURPOSE LOADS.LIGHTIIG CONTACTORS DISCONNECT AND RELOCATE AT THE OWNER'S DIRECTION. REQUIRING DERATING WHEN USED IN AN ENCLOSURE OR WITH TUNGSTEN LAMP LOADS 11.ALL SUPPLIED LUGS FOR EQUIPMENT REQUIRING HARD-WIRED CONNECTIONS,ETC. SHALL NOT BE ACCEPTABLE. 15.INSULATION RESISTANCE TESTS SHALL BE CONDUCTED ON ALL EXISTING SHALL BE DOUBLE INDENT,2 BOLT HOLE,LONG BARREL AND COMPRESSION TYPE.PROVIDE WIRING AND CONDUCTORS TO REMAIN IN THE AREA OF WORK.TESTS SHALL MEET DOUBLE INDENT"HEXAGONAL"COMPRESSION DIES AND TOOL(T&B OR BURNDY OR AS 4.THE REMOTE CONTROL LIGHTING CONTACTOR SHALL BE PROVIDED WITH CLAMP-TYPE, THE NEMA(IPCEA)STANDARD REQUIREMENT FOR THE CONDUCTOR TYPE OR REVIEWED).MECHANICAL LUGS,SINGLE INDENT COMPRESSION TOOLS AND UNIVERSAL DIES SELF-RISING TERMINAL PLATES FOR SOLDERLESS CONNECTION OF LINE,LOAD AND GOVERNING CODE,WHICHEVER IS MORE STRINGENT. SHALL NOT BE PERMITTED.ALL COMPRESSION TOOLS AND DIES SHALL BE MANUFACTURED CONTROL CONDUCTORS.TERMINALS SHALL ACCEPT A WIRE RANGE OF#18 TO#10 A'NG BY THE LUG VENDOR. CU. 12.ALL SUPPLIED IN-LINE SPLICE CONNECTORS,"T"CONNECTORS,ETC,,SHALL BE DOUBLE 5.THE NUMBER OF POLES,UP TO A MAXIMUM OF 12,ON A SINGLE REMOTE CONTROL INDENT(PER CONDUCTOR),LONG BARREL AND COMPRESSION TYPE.PROVIDE DOUBLE LIGHTING CONTACTOR,SHALL BE PROVIDED AS INDICATED ON PLANS. INDENT"HEXAGONAL"COMPRESSION DIES AND TOOL(T&B,BURNDY OR AS REVIEWED). MECHANICAL CONNECTORS,SINGLE INDENT COMPRESSION TOOLS AND UNIVERSAL DIES 6.THE REMOTE CONTROL LIGHTING CONTACTOR SHALL BE UL LISTED FOR THE SHALL NOT BE PERMITTED.ALL COMPRESSION TOOLS AND DIES SHALL BE MANUFACTURED FOLLOWING SHORT-CIRCUIT WITHSTAND CURRENT RATINGS WHEN COORDINATED WTH BY THE CONNECTOR VENDOR. A UL-LISTED MOLDED CASE CIRCUIT BREAKER RATED 30 AMPERES: 10000 AMPS RMS SYMMETRICAL 6d0 VOLTS,60HZ. 13.ALL NEW AND RELOCATED ELECTRIFIED FURNITURE SYSTEM COMPONENTS SHALL BE DISCONNECTED,RECEIVED,STORED, INSTALLED AND WIRED BY THIS CONTRACTOR IN 7.THE OPERATING COIL AND MAIN CONTACTS SHALL BE REPLACEABLE FROM THE FRONT ORDER TO CONFORM WITH THE DESIGN AS INDICATED ON THESE DRAWINGS AND THE WIHTOUT MAJOR DISASSEMBLY AND VISUAL INDICATION SHALT.BE PROVIDED FOR EACH ARCHITECTURAL DRAWINGS.ANY MODIFICATIONS TO FURNITURE SYSTEM NECESSARY TO MAIN CONTACT, COMPLY WITH LOCAL CODES AND INSTALLATION STANDARDS SHALL BE BROUGHT TO THE 8.PROVISIONS SHALL BE INCLUDED TO PERMIT REMOTE PILOT LAMP-TYPE VISUAL ATTENTION OF THE ARCHITECT PRIOR TO FIELD MODIFICATION AND ELECTRIFICATION. INDICATIONS WITHOUT THE NECESSITY FOR AUXILIARY CONTACTS OR ADDITIONAL 14.ALL UPS SYSTEM RECEPTACLES OR RECEPTACLES DENOTED AS BEING ISOLATED WIRING. GROUND TYPE SHALL BE PROVIDED WITH A GREEN ISOLATED GROUND WIRE.THIS CONTRACTOR SHALL PROVIDE A COMPLETE ISOLATED GROUND WIRE SYSTEM FROM THE 9.EACH REMOTE CONTROL LIGHTING CONTACTOR SHALL BE FURNISHED WITH AN LAST RECEPTACLE TO THE TRANSFORMER X10 POINT(WHERE THE SERVICE GROUND IS OWNER'S MANUAL PROVIDING INSTALLATION AND OPERATING INSTRUCTIONS. ESTABLISHED).THIS SHALL INCLUDE THE PROVISION OF ISOLATED GROUND WIRES AND BUS BARS IN NEW AND EXISTING DISTRIBUTION ALONG THE ENTIRE PATH AS STATED ABOVE, 10.THE REMOTE CONTROL LIGHTING CONTACTOR SHALL BE AN ASCO 917 OR APPROVED WHETHER OR NOT SHOWN ON THE PLANS.ALL ISOLATED GROUND CIRCUITS SHALL HAVE EQUAL IN NEMA 1 ENCLOSURE. DEDICATED NEUTRAL AND GROUND WIRES.I.G.WIRES SHALL BE RUN WITH PHASE AND NEUTRAL CONDUCTORS.REPLACE EXISTING FEEDERS AS REQUIRED. M.TIME CLOCK 15.PROVIDE LOCAL DISCONNECTS FOR ALL MOTORS,HARD-WIRED PANTRY/KITCHEN EQUIPMENT AND HOT WATER HEATERS,WHETHER OR NOT SHOWN ON PLAN.DISCONNECTS SHALL BE SIZED PER THE OVERCURRENT PROTECTION AND LOCATED PER THE ENGINEER 1.TIME CLOCK SHALL BE DIGITAL TYPE,WITH ASTRONOMIC AND PULSE SWITCHING AND ARCHITECT. CAPABILITY,LCD DISPLAY,AM/PM FORMAT,MANUAL OVERRIDE:,SEPARATE SCHEDULING FOR EACH DAY OF THE WEEK,DIFFERENT DAILY SCHEDULES PROGRAMMABLE WITHIN 16.PROVIDE A 120 VOLT DEDICATED CIRCUIT FOR EACH CONDENSATE PUMP FOR ALL AC EACH SEASON. UNITS.COORDINATE WITH THE ENGINEER,THE PANEL AND BREAKER POSITION,PRIOR TO 2.ENCLOSURE SHALL BE NEMA 1 TYPE. INSTALLATION. 17.ALL EQUIPMENT MATERIALS SHALL BE NEW,UL LISTED AND SHALL CONFORM TO ANY 3.TERMINALS SHALL BE CAPABLE OF,RECEIVING#8AWG WIRE. ADDITIONAL LABELING,TESTING AND CONSTRUCTION REQUIREMENTS ESTABLISHED BY THE GOVERNING AUTHORITIES.SAME SHALL BE GUARANTEED FOR 1 YEAR SUBSEQUENT TO 4.TIME CLOCK SHALL BE TORK MODEL DLC400BP OR APPROVED EQUAL. FINAL ACCEPTANCE. 18.ALL EQUIPMENT(ELECTRICAL AND MECHANICAL)SHALL BE SPECIFIED TO HAVE VOLTAGE RATINGS COMPATIBLE WITH THE PROVISIONS OF ANSI C84. 19.ALL WORK SHALL BE IN CONDUIT. 20.DISCONNECTS FOR INCOMING SERVICE SHALL BE SERVICE RATED. P.UNIT PRICES 1.AT THE SUBMISSION OF BID,PROVIDE A COMPREHENSIVE UNIT PRICE LIST TO FURNISH AND INSTALL CABLE,CONDUIT,PANELS,TRANSFORMERS,DISCONNECTS,CIRCUIT BREAKERS,RECEPTACLES,FIXTURES,SWITCHES,ETC.THE LIST SHALL CONSIST,AS A MINIMUM,OF ALL TYPES AND SIZES OF EQUIPMENT AS INCLUDED IN THE BASE PROJECT. ONLY THOSE BIDS CONTAINING A UNIT PRICE LIST SHALL BE CONSIDERED UNLESS WRITTEN PERMISSION HAS BEEN GRANTED ON BEHALF OF THE OWNER,ARCHITECT,ENGINEER AND/OR CONSTRUCTION MANAGER(OR GENERAL CONTRACTOR). No. Date Issue 04.14.2023 Buidling Department Submittal J 0 .��,OF NERI NEEL 4 o ?'y „I FAA 084226 SSIONP E -003mOO ELECTRICAL GENERAL NOTES NOTE: ARCHITECT: 1.REFER TO ARCHITECTURAL DRAWINGS EXACT RECEPTACLE LOCATIONS AND ELEVATIONS. 2.PROVIDE DEDICATED CIRCUIT FOR EACH MECHANICAL EQUIPMENT. . 3.PROVIDE DEDICATED CIRCUIT FOR NEW OUTDOOR CONDENSERS. M",V 4.PROVIDE(1)20A 120V/1P CIRCUIT FOR EACH ROOMS'GENERAL RECEPTACLES AND LIGHTTNG. 0 5.PROVIDE DEDICATED CIRCUIT FOR ALL APPLIANCES SHOWN ON PLAN. Murphy Burnham&Buttricks Architects 6.ALL RECEPTACLES SHALL BE TAMPER RESISTANT TYPE. P Y 7.PROVIDE AFCI BREAKERS FOR ALL BREAKERS IN PANELBOARD. 48 West 37th Street. 14th Floor 8.NEW PANELS SHALL HAVE A MINIMUM OF 20%u SPARE BREAKERS. New York, NY 10018 9.ALL PANELS SHALL BE EQUIPED WITH TVSS PROTECTION AT MAIN BREAKER. Telephone 212.768.7676 10.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL LIGHT FIXTURES. www.mbbarch.com 11.REFER TO ARCHITECTRUAL DRAWINGS FOR LIGHTING FIXTURES CUTSHEETS. 12.PROVIDE LIGHTING CONTROL DEVICES BY LUTRON VIVE WITH HUB. 13.PROVIDE NEW GROUNDING SYSTEM. STRUCTURAL ENGINEER: so P i1malil. Silman 32 Old Slip, 1 Oth Floor New York, NY 10005 Telephone 646.738.3574 www.silman.com MEP ENGINEER: DERIVE ENGINEERS Derive Enginners 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933.dngin _.. _ .. .. www envee eers com _ 8 db d� GFCI GFCI FCU-s CIVIL ENGINEER: GFCI CHA GFCI GFCI TV 9�= 400 Capital Boulevard, Suite 301 BATTERY CABINET Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com I I ----- GFCI SOLAR INVERTERS --- I F----- =0 REF ---- GFCI FREZ GFCI --, WINE GFCI iDP-Gi 4) qP RO D� G UN ING BAR qp GFCI GFCI GFCI GFCI NEW 500A 208Y 3PH ELECTRICAL SERVICE FCU-36 SEE CIVIL DRAWINGS FOR CONTINUATION. GFCI� ALL WORKSHOP RECEPTACLES TO BE CIRCUITED TO P-W GFCI @P- FCU-38 PP-W ; GFCI 0-- GFCI GFCI No. Date Issue 04.14.2023 Buidling Department Submittal _ GFCI REF GFCI O` GFCI VO .��OF NEW y HEEL kf90•n�- } FAA 084226 '�OFESS1 E - 1 00n00 GARDEN FIN FL - POWER NOTE: ARCHITECT: 1.REFER TO ARCHITECTURAL DRAWINGS EXACT RECEPTACLE LOCATIONS AND ELEVATIONS. 2.PROVIDE DEDICATED CIRCUff FOR EACH MECHANICAL EQUIPMENT, 3.PROVIDE DEDICATED CIRCUIT FOR NEW OUTDOOR CONDENSERS. a ` 4.PROVIDE(1)20A 120V/1P CIRCUIT FOR EACH ROOMS'GENERAL RECEPTACLES AND LIGHTTNG. M- V r0i 5.PROVIDE DEDICATED CIRCUIT FOR ALL APPLIANCES SHOWN ON PLAN. Murphy Burnham&Buttricks Architects 6.ALL RECEPTACLES SHALL BE TAMPER RESISTANT TYPE. 7,PROVIDE AFCI BREAKERS FOR ALL BREAKERS IN PANELBOARD, 48 West 37th Street. 14th Floor 8.NEW PANELS SHALL HAVE A MINIMUM OF 20%SPARE BREAKERS. New York, NY 10018 9.ALL PANELS SHALL BE EQUIPED WITH TVSS PROTECTION AT MAIN BREAKER. Telephone 212.768.7676 10.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF ALL LIGHT FIXTURES. www.mbbarch.com 11.REFER TO ARCHITECTRUAL DRAWINGS FOR LIGHTING FIXTURES CUTSHEETS. 12.PROVIDE LIGHTING CONTROL DEVICES BY LUTRONVIVE WITH HUB. 13.PROVIDE NEW GROUNDING SYSTEM. STRUCTURAL ENGINEER: PqS11man Fri Silman 32 Old Slip, 10th Floor New York, NY 10005 Telephone 646.738.3574 www.silman.com MEP ENGINEER: DERIVE ENGINEERS Derive Enginners 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 www.deriveengineers.com ® CIVIL ENGINEER: SM/CO GFCI GFCI DW GFCI REF GFCI GFCI CHA 400 Capital Boulevard, Suite 301 ® I I 17 qP 17Rocky Hill, CT 06067 CI GFCI Telephone 860.855.1055 qP www.chacompanies.com GFCI � WC GFCI C= S /CO GFCI GFCI M GFCI GFCI SM/CO WP u05 GFCI'Q'= DW clll =3 GFCI WARM MW =0 GFCI GFCI RA GFCI GFCI DW GFCI REF � GFCI , GFCI WA DY GI GFCI GFCIGFCI �Q SM/CO SM/CO @e TEF-1 GFCI TEF-1 GFCI SM/CO SM/CO No. Date Issue SM/CO 04.14.2023 Buidling Department Submittal �0 J 0- 0 .�� of NEW NEE( KFq�.P'� � y � fr.. ' Z 084226 A'�OFESSIONP� E - 1 ■ OO FIRST FIN . FL. - POWER NOTE: ARCHITECT: 1.REFER TO ARCHITECTURAL DRAWINGS EXACT RECEPTACLE LOCATIONS AND ELEVATIONS. 2.PROVIDE DEDICATED CIRCUIT FOR EACH MECHANICAL EQUIPMENT. 3.PROVIDE DEDICATED CIRCUIT FOR NEW OUTDOOR CONDENSERS. 4.PROVIDE(1)20A 120V/1P CIRCUIT FOR EACH ROOMS'GENERAL RECEPTACLES AND LIGHITNG. MV P01-1 0 5.PROVIDE DEDICATED CIRCUIT FOR ALL APPLIANCES SHOWN ON PLAN. Murphy Burnham&Buttricks Architects 6.ALL RECEPTACLES SHALL BE:TAMPER RESISTANT TYPE. p y 7.PROVIDE AFCI BREAKERS FOR ALL BREAKERS IN PANELBOARD. 48 West 37th Street. 14th Floor 8.NEW PANELS SHALL HAVE A MINIMUM OF 20%SPARE BREAKERS. New York, NY 10018 9.ALL PANELS SHALL BE EQUIPED WITH TVSS PROTECTION AT MAIN BREAKER. Telephone 212.768.7676 10.REFER TO ARCHITECTURAL.DRAWINGS FOR EXACT LOCATIONS OF ALL LIGHT FIXTURES. www.mbbarch.com 11.REFER TO ARCHITECTRUAL.DRAWINGS FOR LIGHTING FIXTURES CUTSHEETS. 12.PROVIDE LIGHTING CONTROL DEVICES BY LUTRON VIVE WITH HUB, 13.PROVIDE NEW GROUNDING SYSTEM. STRUCTURAL ENGINEER: E- Sllman Silman 32 Old Slip, 10th Floor New York, NY 10005 Telephone 646.738.3574 www.silman.com MEP ENGINEER: DI= RIVE ENGINEERS Derive Enginners 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 www.deriveengineers.com CIVIL ENGINEER: Li pr CHA 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com i i i No. Date Issue 04.14.2023 Buidling Department Submittal J 0� .��,Of NEW y HEEL f 084226 A��FESSIONP� E- 1 02nOO ROOF PLAN - POWER NOTE: ARCHITECT: 1.REFER TO ARCHITECTURAL DRAWINGS EXACT RECEPTACLE LOCATIONS AND ELEVATIONS. 2.PROVIDE DEDICATED CIRCUIT FOR EACH MECHANICAL EQUIPMENT, 3.PROVIDE DEICATED FOR NEW DOOR 4.PROVIDE(1)P A 120V 1P CIRICUITT FOR EACHTROOMS'GENERAL RECEPTACLES AND LIGHITNG. M\/ 131, B 5.PROVIDE DEDICATED CIRCUIT FOR ALL APPLIANCES SHOWN ON PLAN. Murphy Burnham&Buttricks Architects 6.ALL RECEPTACLES SHALL BE:TAMPER RESISTANT TYPE. P Y 7.PROVIDE AFCI BREAKERS FOR ALL BREAKERS IN PANELBOARD, 48 West 37th Street. 14th Floor 8.NEW PANELS SHALL HAVE A MINIMUM OF 20%SPARE BREAKERS. New York, NY 10018 9.ALL PANELS SHALL BE EQUIPED WITH TVSS PROTECTION AT MAIN BREAKER. Telephone 212.768.7676 10.REFER TO ARCHITECTURAL.DRAWINGS FOR EXACT LOCATIONS OF ALL LIGHT FIXTURES. www.mbbarch.com 11.REFER TO ARCHITECTRUAL.DRAWINGS FOR LIGHTING FIXTURES CUTSHEETS. 12.PROVIDE LIGHTING CONTROL DEVICES BY LUTRON VIVE WITH HUB. 13.PROVIDE NEW GROUNDING SYSTEM. STRUCTURAL ENGINEER: E011man Silman 32 Old Slip, 10th Floor New York, NY 10005 Telephone 646.738.3574 www.silman.com MEP ENGINEER: DERIVE ENGINEERS Derive Enginners 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 www.deriveengineers.com CIVIL ENGINEER: CHA 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com CU-1 PP-W-4 6,8 GFCI 0.000 kVA 208 V,3P CU-1 GFCI �iPP-G`i CU-2 0.000 kVA 208 V,3P CU-2 0.000 kVA 120 V,1P CU-3 WP 0.000 kVA 208 V,3P GEF-1 CU-3 CU-4 0.000 kVA 208 V,2P PP-G-1,3 1"C,2#4,#4N,#8G EV CHARGER QCU-4 14-50R C64 GFCI 0.000 kVA 208 V,2P GFCI CU-5 GARAGE PLAN - POWER 2 GARAGE ROOF - POWER SCALE 3/16"=1'-0" SCALE No. Date Issue 04.14.2023 Buidling Department Submittal �O J 00 0- 0 .0�,OF NEWy tiEEL kF 0.��' 084226 ESS1 E - 1 03nOO GARAGE PLAN - POWER ABBREVIATIONS PLUMBING SYMBOLS PLUMBING SYMBOLS BUILDING DEPARTMENT PLUMBING NOTES ARCH ITECT: AD AREA DRAIN KS KITCI-EN SINK SYMBOL DESCRIPTION SYMBOL DESCRIPTION 1.ALL WORK SHALL COMPLY WITH THE APPLICABLE SECTIONS OF NEW YORK STATE THE BUILDING CODE AND BFP BACKFLOW PREVENTOR L LEADER SAN SANITARY WASTE PLUMBING CODE OF 2020 AND ALL AMENDMENTS AND RULES AND REGULATIONS OF THE DEPARTMENT OF BUILDINGS BT BATHTUB LAV LAVA-ORY f —III-- UNION SCREWED TO DATE. MV 13 13 CI CAST IRON LP LOW PRESSURE ST STORM DRAINAGE(ST) PIPE SLEEVE 2.THE FOLLOWING WORK ITEMS,COMPONENTS,MATERIALS,CAPACITIES,ETC.SHALL COMPLY WITH THE FOLLOWING Murphy Burnham&Buttricks Architects -L CODE CHAPTERAND SUBSECTION. 48 West 37th Street. 14th Floor CL CENTER LINE MAX MAXIMUM OD OVERFLOW STORM DRAINAGE WATERPROOF PIPE SLEEVE New York, NY 10018 CLG CEILING MIN MININUM T RODENTPROOFING CHAPTER 3,PC-304 Telephone 212.768.7676 V SANITARY VENT 3. PROTECTION OF PIPING CHAPTER 3,PC-305 CO CLEANOUT MGCV MASTER GAS CONTRAL VALVE ,� _ VALVE ON PIPE RISE TRENCHING CHAPTER 3,PG306 WWW.mbbarch.com CODP CLEANOUT DECK PLATE MICV METER INLET CONTROL VALVE Day PIPING SUPPORT CHAPTER 3,PC-308 DOMESTIC COLD WATER p(a- BACK FLOW PREVENTER INSTALLATION OF FIXTURES CHAPTER 4,PG401 TO PC-429 COWP CLEAN OUT WALL PLATE MS MOP SINK WATER HEATERS CHAPTER5,PC-501 TO PC-505 STRUCTURAL ENGINEER: COL COLUMN NFWH NON-FREEZE WALL HYDRANT DHW DOMESTIC HOT WATER HOTWATER DISTRIBUTION SYSTEMS CHAPTER 6,PC-607 • WATER SUPPLY CHAPTER 6,PC-601 TO PC-614 CID CONTROLPANEL NIC NOT IN CONTRACT DHWR DOUBLE CHECK DETECTOR ASSEMBLY(FIRE VALVE ON WATER SUPPLY CHAPTER 6,PC-608.1 TO PC-608.17 CW COLD WATER NTS NOT TO SCALE ___ DOMESTIC HOT WATER RECIRCULATION PROTECTION) BACKFLOW PREVENTION OF POTABLE WATER CHAPTER 6,PG608.13TO PC-608.18 FsilmaLL MATERIAL,JOINTS AND CONNECTIONS CHAPTER 6,PC-605 AND CHAPTER 7,PC-705 Silman DCV DOUBLE CHECK VALVE OD OVERFLOW DRAIN _ NATURAL GAS SANITARY DRAINAGE SYSTEM SIZING CHAPTER 7,PC-701 TO PC-715 32 Old Slip, 1 Oth Floor DRAINAGE PIPING AND FITTINGS CONNECTIONS CHAPTER 7 PC-706 DCDA DOUBLE CHECK DETECTOR ASSEMBLY OS&Y OUTSIDE SCREW&YOKE RW 1��ylREDUCED PRESSURE ZONE VALVE ASSEMBLY CLEANOUTS CHAPTER 7,PC-708 New York, NY 10005 DF DRINKING FOUNTAIN PG PRESSURE GAUGE �_ RAINWATER REUSE (FIRE PROTECTION) INDIRECT WASTE CHAPTER 8,PC-801 TO PC-804 Telephone 646.738.3574 DFU DRAINAGE FIXTURE UNIT PLMB PLUMBING SED VENT PIPING FOR SANITARY DRAINAGE CHAPTER 9, PC-901 TO PC-920 www.silman.com SEWAGE EJECTOR DISCHARGE TRAPS CHAPTER 10,PC-1002 DIA DIAMETER PO PLUGGED OUTLET STORM DRAINAGE PIPING CHAPTER 11,PC-1101 TO PC-1113 DN PIPE DOWN THRU FLOOR POE POINT OF ENTRY PD PUMP DISCHARGE PIPING SPECIAL PIPING AND STORAGE SYSTEM CHAPTER 12,PC-1201 TO PC-1204 MEP ENGINEER: DR DRAIN PS PANTRY SINK DOUBLE CHECK ASSEMBLY(FIRE PROTECTION) ELECTRIC WIRING NYS ELECTRIC CODE. DERIVE DW DISH WASHER RD ROOF DRAIN GRW GRAY WATER(LA ONLY) 3.THE FOLLOWING INSPECTIONS,TESTS,PROGRESS INSPECTIONS AND SPECIAL INSPECTIONS SHALL BE CONSIDERED ENGINEERS PART OF THE CONTRACT WORK. DWG DRAWING REF REFRIGERATOR Derive Enginners Der GW GREASE WASTE REDUCED PRESSURE ZONE VALVE ASSEMBLY 4.UPON COMPLETION OR PARTIAL COMPLETION OF THE PERMITTED PLUMBING WORK,INSPECTIONS,PROGRESS Der Broadway Suite 701 EL ELEVATION RPZ REDUCED PRESSURE ZONE (FIRE PROTECTION) INSPECTIONS,SPECIAL INSPECTIONS AND TESTS SHALL BE CONDUCTED BY APPROVED AGENCIES OR SPECIAL y ELEC ELECTRIC RM ROOM INSPECTORS QUALIFIED TO CONDUCT SUCH INSPECTIONS AND TESTS.INSPECTIONS AND PROGRESS INSPECTIONS New York, NY 10012 SCW SOFTENED WATER SHALL BE PERFORMED IN COMPLIANCE WITH SECTION BC 109 OF THE NEW YORK STATE BUILDING CODE.SPECIAL Telephone 646.866.6933 ETBR EXISTING TO BE REMOVED S SOIL INSPECTIONS SHALL BE PERFORMED IN COMPLIANCE WITH SECTIONS BC 1705 OF THE NEW YORK STATE BUILDING www.deriveengineers.com ETR EXISTING TO REMAIN SA SHOCK OBSORBER PW PURIFIED WATER DOUBLE CHECK ASSEMBLY FIRE PROTECTION CODE FOR ALL PLUMBING SYSTEMS REGULATED BY THE NEW YORK STATE PLUMBING CODE,SECTIONS PC 107,PC ( ) 312,CHAPTERS 6,7,9AND 11. EWC ELECTRIC WATER COOLER SS,SAN SANITARY CIVIL ENGINEER: EWH ELECTRIC WATER HEATER ST STORM DRAIN CA COMPRESSED AIR 5.SPECIAL INSPECTIONS OF PLUMBING SYSTEMS SHALL INCLUDE THE FOLLOWING AS APPLICABLE TO THE SYSTEM: Q A EXIST EXISTING SE SEWAGE EJECTOR - — CHECK VALVE A.VISUAL CERTIFICATION THAT REQUIRED COMPONENTS OF SUCH SYSTEMS ARE COMPLETE IN ACCORDANCE WITH F FIRE SERVICE SP SUMP PUMP OX OXYGEN THE MANUFACTURERS INSTALLATION GUIDELINES AND THE APPROVED CONSTRUCTION DOCUMENTS, FAI FRESH AIR INTAKE SH SHOWER —{ - GATE VALVE B.SUPPORTS,HANGERS,SEISMIC BRACING,AND VIBRATION ISOLATION EQUIPMENT ARE PROPERLY SPACED AND CHA N NITROGEN ANCHORED TO SUPPORTING STRUCTURE. 400 Capital Boulevard,Suite 301 FD FLOOR DRAIN SPEC SPECIFICATIONS C. INSTALLATION OF REQUIRED SIGNAGE AND SAFETY INSTRUCTIONS. Rocky Hill, CT 06067 BALL VALVE D. ELECTRICAL COMPONENTS ARE INSTALLED AND ELECTRICAL SIGN-OFF ISSUED. FFD FUNNEL FLOOR DRAIN SQ. FT. SQUARE FEET LV E.REQUIRED LABELING,OPERATIONAL INSTRUCTIONS AND SAFETY SIGNAGE PROPERLY POSTED. Telephone 860.855.1055 LAB VACUUM F. ALL RELATED SPECIAL INSPECTIONS FOR SUCH SYSTEMS ARE COMPLETE. www.chacompanies.com FL FLOOR TD TRENCH DRAIN GAS VALVE FU FIXTURE UNIT TMV THERMOSTATIC MIXING VALVE LA LAB AIR � 6.TESTS AND INSPECTIONS OF PLUMBING SYSTEMS SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING FS FLOORSINK TR TRAP NEWYORK STATE BUILDING CODE AND NEW YORK STATE PLUMBING CODE SECTIONS: G GAS TYP TYPICAL � LG LAB GAS —�- GLOBE VALVE DRAINAGE&VENT WATER TEST PC 312.2 GAL GALLON UR URINAL - TW PRESSURE REDUCING VALVE F DRAINAGE VENT AIR T PC312.3 TEPID WATER DRAINAGE&VENT FINAL ALTEST PC 312.4 GC GENERAL CONTRACTOR V VENT WATER SUPPLY SYSTEM TEST PC 312.5 GI GREASE INTERCEPTOR VTR VENTTHROUGH ROOF -( `� TEMPERATURE&PRESSURE RELIEF VALVE GRAVITY SEWER TEST PC 312.E GM GAS METER VB VACUUM BREAKER -X—X—X- REMOVE EXISTING PIPING STORM DRAINAGE SYSTEM TEST PC 312.8 BACKFLOW PREVENTION ASSEMBLIES PC 312.10 GV GATE VALVE W WASTE PRESSURE REGULATING VALVE EQUIPMENT EFFICIENCIES PC 313 GW GRAY WASTE WC WATER CLOSET - PIPING WITH ELECTRIC TRACE HEATING PENETRATIONS PC 315 HB HOSE BIB WH WALL HUNG -�, PIPING INTERRUPTED OR TO BE CONTINUED ' THERMOSTATIC MIXING VALVE 7.THE FOLLOWING IS A LIST OF ALL REQUIRED SPECIAL INSPECTIONS: HC HANDICAPPED WHA WATER HAMMER ARRESTER SPECIAL INSPECTION ITEM GODS/SECTION WAC HEATING,VENTILATION&AIR CONDITIONING WSFU WATER SUPPLY FIXTURE UNIT CAP OR END OF PIPE VALVED CAPPED OUTET FIRE-RESISTANT PENETRATIONS AND JOINTS BC 1705.17 HW HOT WATER -�� CURB VALVE 8.THE FOLLOWING IS A LIST OF ALL REQUIRED PROGRESS INSPECTIONS: HWH HOT WATER HEATER � SECTION SHEET No. SECTION NUMBER PROGRESS INSPECTION ITEM CODEISECTION Q HWR HOT WATER RETURN P SYSTEM DESCRIPTION --D�-- SOLENOID VALVE ENGERY CODE COMPLIANCE INSPECTIONS BC 110.3.5 PLUMBING ROUGH IN INSPECTION R106.23 IG IRRIGATION PIPING RISER NUMBER PLUMBING RISER IE INVERT ELEVATION EQUIPMENT DESCRIPTION OUTSIDE STEM AND YOKE VALVE IW INDIRECT WASTE e EQUIPMENT NUMBER EQUIPMENT REFERENCE JS JANITOR SINK Ca POINT OF DISCONNECT OUTSIDE STEM AND YOKE VALVE WI TAMPER SWITCH — — STRAINER BUILDING AND ZONING INFORMATION: ENERGY ANALYSIS: CONNECT NEW TO EXISTING TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGEMENT,ALL PRESSURE GAUGE ADDRESS: 2680 PENINSULA ROAD,FISHER ISLAND,NY 06390 WORK UNDER THIS APPLICATION IS IN COMPLANCE WITH THE NEW YORK STATE —�}— HOT WATER BALANCING ASSEMBLY TAX LOT NUMBER 10-4-13.10 ENERGY CONSERVATION CODE 2020. -�— HOSE BIBB ZONING DISTRICT: R-40 —li CLEANOUT FLOORS 2 STORIES -OO CLEANOUT DECK PLATE —�- VACUUM BREAKER OCCUPANCY RESIDENTIAL SINGLE DWELLING LOT AREA: 2.13 AC ® 17,7 DRAIN THERMOMETER O O HOUSE TRAP ---�— PUMP DO P-TRAP SCHEMATIC PUMP 4 - - SHOCKABSORBER 8 FLOORSINK Fl ' TRAP PRIMER '"�-- ARROW INDICATES DIRECTION OF FLOW J L VENT THRU ROOF FISHERS ISLAND KEY PLAN -o ELBOW UP OR RISE M METER - ELBOW DN OR DROP [F FILTER 11 BOTTOM CONNECTION FAI - - TOP CONNECTION VENTINCREASER PROJECT SITE 0 No. Date Issue 04.14.2023 Buidling Department Submittal '0 J �O OQ- O .��OF NEWS, o '°y ylr 084226 '��FESSIONP la �00 1 PLUMBING LEGEND & ABBREVIATIONS PLUMBING NOTES: 1.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AND SHALL REPORT TO ENGINEER ANY DISCREPANCIES OR OMISSIONS THAT WOULD INTERFERE WITH SATISFACTORY COMPLETION OF THE WORK. 2.CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO ARCHITECT: THE BEGINNING OF CONSTRUCTION. 3.IN THE EVENT OF ANY DISCREPANCY BETWEEN THE DEMOLITION PLAN AND THE CONSTRUCTION PLANS,CONSTRUCTION vv� PLANS AND INTENT SHALL GOVERN. Murphy Burnham&Buttricks Architects 4.ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER.THE 48 West 37th Street. 14th Floor COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND FUNCTIONAL. New York, NY 10018 5.NOTIFY BUILDING MANAGER AT LEAST 48 HOURS BEFORE NEW WORK OR BEFORE SHUT DOWN OF EXISTING SERVICES, Telephone 212.768.7676www.mbbarch.com RISER SHUT DOWNS SHALL BE PERFORMED AT TENANT'S COST,AT DESIGNATED TIMES UNDER BUILDING MANAGER'S SUPERVISION AND ONLY WITH HIS APPROVAL. 6.CONTRACTORSHALL BE RESPONSIBLE FORARRANGING WITH BUILDING MANAGEMENT FOR HANDLING MATERIALS,AS WELL STRUCTURAL ENGINEER: AS FOR ALLOWABLE WORKING HOURS AND DELIVERIES. • 7.PLUMBING CONTRACTOR SHALL COORDINATE ALL WORK WITH RESPECT TO ALL OTHER TRADES,INCLUDING STRUCTURE AND CEILING HEIGHTS.CONTRACTOR SHALL COORDINATE ALL WORK WITH ARCHITECTURAL LAYOUTS,INCLUDING CEILING Silmani. HEIGHTS. Silman 8.CONTRACTOR SHALL SUBMIT ALL SHOP DRAWINGS AND MANUFACTURERS'CUTS AND SAMPLES TO ARCHITECT PRIOR TO or New York, NY 32 Old Slip, 1 Oth th Floor COMMENCEMENT OF SUCH WORK. 005 Telephone 646.738.3574 9.DRAWINGS ARE NOT TO BE SCALED. www.silman.com 10.CONTRACTOR SHALL COMPLY WITH ALL NEW YORK STATE BUILDING DEPARTMENT AND REGULATORY AGENCIES AND CODE REQUIREMENTS.BE RESPONSIBLE FOR SECURING ALLNECESSARY PERMITS AND APPROVALS OF ALLTRADES. MEP ENGINEER: 11.CONTRACTOR SHALL CARRY AND DOCUMENT LIABILITY,ACCIDENT AND(PROPERTY DAMAGE INSURANCE AS REQUIRED BY DERIVE COOPERATIVE CORPORATION AND OBSERVE THEIR PERMITTED HOURS FOR WORK. ENGINEERS 12.CONTRACTOR SHALL EXERCISE EXTREME CARE IN PROTECTING AREAS ADJACENT TO CONSTRUCTION AREAS,SHALL FULLY Derive Enginners PROTECT THEM FROM ANY DAMAGE RESULTING FROM CONTRACTOR'S WORKMEN,SUBCONTRACTORS OR AGENTS,AND 665 Broadway Suite 701 SHALL BE RESPONSIBLE FOR REPAIRING,CLEANING OR REPLACING ANY SUCH DAMAGE. New York, NY 10012 13.ALL DIMENSIONS GIVEN ARE FINISH DIMENSIONS UNLESS OTHERWISE STATED, Telephone 646.866.6933 www.deriveengineers.com 14.UNLESS SPECIFICALLY STATED OTHERWISE,CONTRACTOR SHALL FURNISH ALL LABOR,MATERIALS,APPURTENANCES, EQUIPMENT AND SERVICES TO COMPLETE ALL WORK AS INDICATED ON DRAWINGS ANDIORSPECIFIED ON NOTES. CIVIL ENGINEER: 15.15.UNLESS SPECIFICALLY STATED OTHERWISE,CONTRACTOR SHALL FOLLOW MANUFACTURERS'DIRECTIONS WITH APPLICABLE CODES,INSTRUCTIONS AND RECOMMENDATIONS FOR ALL MATERIALS AND PROCESSES USED IN THIS CONTRACT.PROVIDE ALL FITTINGS,TRANSITIONS,VALVES,AND OTHER DEVICES REQUIRED FOR A COMPLETE WORKABLE INSTALLATION. CHA 16.UPON COMPLETION OF THE WORK,COMPLETELY CLEAN THE CONSTRUCTION AREA SUITABLE FOR THE OWNER'S USE, 400 Capital Boulevard,Suite 301 INCLUDING REMOVAL OF ALL LABELS(AFTER ARCHITECTS INSPECTION),CLEANING OF ALL THE EQUIPMENT,CONSTRUCTION WORK,WINDOWS AND OTHER WORK,NEW AND OLD,IN THAT CONSTRUCTION AREA.MAINTENANCE MANUAL SHALL BE Rocky Hill, CT 06067 PROVIDED TO THE OWNER Telephone 860.855.1055 www.chacompanies.com 17.BUILDING DEPARTMENT APPROVED PLANS SHALL BE TURNED OVER TO OWNER AT THE COMPL'=TION OF THE JOB. 18.AT THE FINAL COMPLETION OF THE JOB,CONTRACTOR SHALL SUBMIT TO THE OWNER AND TO ENGINEER A NOTARIZED AFFIDAVIT STATING COMPLIANCE WITH ALL PROVISIONS OF THIS CONTRACT,INCLUDING ALL NOTES,EXCEPT FORTHOSE CHANGES SPECIFICALLY APPROVED IN WRITING BY THE ARCHITECT. 19.VACUUM BREAKER AND RELATED PIPING SHALL BE INSTALLED BEHIND WALL;PROVIDE AN ACCESS PANEL TO THE VACUUM BREAKER.ALL EXPOSED PIPING AT THE PANTRY SHALL BE STEEL WITH CHROME PLATED FINISH. 20.CONTRACTOR SHALL GUARANTEE ALL WORK PERFORMED UNDER THIS CONTRACT FOR ONE YEAR,STARTING FROM DATE OF FINAL COMPLETION OF ALL WORK. 21.PROVIDE CLEANOUTS FOR CHANGES IN DIRECTION FORALL SANITARY PIPING. 22.CONTRACTOR SHALL COORDINATE ALL FLOOR CORING SLEEVES AND FLOOR OPENINGS WITH STRUCTURAL DRAWINGS, 23.ALL EXPOSED PIPING PENETRATIONS THROUGH WALLS OR CEILINGS SHALL BE PROVIDED WITH APPROPRIATE FIRE RETARDANT SEALANT AND ESCUTCHEONS. 24.THE CONTRACTOR MUST MAKE ALLOWANCE FOR NECESSARY MODIFICATIONS TO EXISTING CONDITIONS TO PERFORM WORK. 25.THE CONTRACTOR SHALL VERIFY IN THE FIELD THE EXACT LOCATION OF ALL EXISTING MAIN STACKS AND RISERS AND CONNECTIONS FROM EXISTING FIXTURES PRIOR TO NEW WORK. 26.THE EXISTING SYSTEMS SHALL BE LEFT IN PERFECT WORKING ORDER UPON COMPLETION OF ALL NEW WORK. 27.COORDINATE THE NEW WATER,VENT AND SANITARY DRAINAGE PIPING CONNECTION TO THE EXISTING.THE CONTRACTOR SHALL MAKE THE NECESSARY PIPING MODIFICATIONS REQUIRED TO ACCOMMODATE THE CONNECTIONS. 28.PLUMBING CONTRACTOR SHALL OBTAIN THE BUILDINGS RULES AND REGULATIONS PRIOR TO BID AND SHALL MEET ALL REQUIREMENTS.NO EXTRA MONIES WILL BE BE AWARDED FOR ANY WORK PERFORMED AND MATERIAL PURCHASED THAT DOES NOT MEET THE REQUIREMENTS. 29.ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS, COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 30,PLATFORMS,CURBS,AND FLASHINGS FOR PLUMBING EQUIPMENT SHALL.BE AS INDICATED ON THE STRUCTURAL AND ARCHITECTURAL PLANS,UNLESS NOTED OTHERWISE.COORDINATE EXACT SIZES OF REQUIRED OPENINGS AND SUPPORTS FOR FURNISHED EQUIPMENT. 31.PROVIDE DRAIN DRIP PANS UNDER ALL PLUMBING DRAINAGE PIPING TO BE INSTALLED WITHIN THE ELECTRICAL AND TELEPHONE EQUIPMENT,KITCHEN,PANTRY OR FOOD PREPARATION AND DINING ROOM CEILINGS.PROVIDE TELLTALE DRAINAGE PIPE AND SPILL OVER CLOSET FLOOR DRAIN OR SERVICE SINK. 32.PROVIDE ACCESS DOORS FOR SHUTOFF VALVES,SHOCK ABSORBERS,HOT WATER RETURN BALANCING RIGS,TRAP PRIMERS AND CLEANOUTS. 33.CONTRACTOR TO VERIFY SYSTEM WORKING PRESSURE AND PROVIDE PRESSURE REDUCING VALVES WHERE APPLICABLE. 34.CONTRACTOR TO PROVIDE SHOCK ABSORBERS PRIOR TO ALL QUICK CLOSING VALVES. 35.THE SANITARY SYSTEM SHALL BE PROVIDED IN FULL ACCORDANCE WITH THE GENERAL PROVISIONS PC305. 36.SANITARY TEES AND QUARTER BENDS MAY BE USED IN DRAINAGE LINES ONLY WHERE THE DIRECTION OF FLOW IS FROM THE HORIZONTAL TO THE VERTICAL. 37.SHORT SWEEPS WILL BE PERMITTED IN DRAINAGE PIPING 3 INCH DIAMETER OR LARGER FOR ANY OFFSETS EITHER HORIZONTAL OR VERTICAL. FUEL GAS SYSTEMS PIPING AND ALL RELATED APPURTENANCES SHALL BE INSTALLED IN ACCORDANCE WITH NEWYORK STATE FUEL GAS CODE 2020. No. Date Issue 04.14.2023 Buidling Department Submittal IR �0 O .�I,OF NEw y C���� NEEL '�F�•�� .I yJ► C? 084226 SSIONP� P �002 PLUMBING GENERAL NOTES PLUMBING NOTES 1. REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE SCHEDULE AND/OR COORDINATE WITH THE BUILDING STANDARDS. 2. COORDINATE ROUTING OF NEW PIPING AND WITH PROPOSED STRUCTURE, MECHANICAL DUCTWORK ARCHITECT: AND OTHER TRADES.RUN PIPING AS HIGH AS POSSIBLE TO THE UNDERSIDE OF THE EXISTING FLOOR SLAB. 3. STRUCTURAL ENGINEERING SHALL SPECIFY TYPES OF ANCHORS/METHODOLOGY TO USE FOR EVERY TYPE OF HANGING LOAD.(SANITARY PIPING,VENT PIPING AND WATER PIPING). 4. STRUCTURAL ENGINEER SHALL SPECIFYALL METHODOLOGY TO USE FOR CORE DRILLING AND ANY REQUIRED REINFORCEMENTS.STRUCTURAL ENGINEER SHALL REVIEW SUBMITTALS/SHOP DRAWINGS Murphy Burnham&Buttricks Architects FOR ALL PROPOSED CORE DRILLS. 48 West 37th Street. 14th Floor 5. BATHROOMS MUST BE INSTALLED ON MINIMUM 3"WASTE LINE. New York, NY 10018 6. ALL VALVES ARE TO BE PROPERLY TAGGED. Telephone 212.768.7676 7. ALL HAND SINKS&LAVATORIES SHALL BE EQUIPPED WITH THERMOSTATIC MIXING VALVES IF p TEMPERATURE EXCEEDS 110DEG,F. www.mbbarch.com STRUCTURAL ENGINEER: S 0 Ima" Li JLL Silman 32 Old Slip, 1 Oth Floor New York, NY 10005 Telephone 646.738.3574 www.silman.com i MEP ENGINEER: I [DERIVE ENGINEERS I Derive Enginners 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 - - -- - - - --- - - www.deriveengineers.com eers.com n CIVIL ENGINEER: 3"SAN PIPING UP TO FD 2"SAN.UP TO SH 2"V.&3"SAN UP CHA 3" 1-1/2"V.UP 400 Capital Boulevard,Suite 301 "SAN.UP TO WC Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com 3"SAN PIPING DN —�_ "SAN —v 2 V.UP &UP TO CODP i T �3"SAN.UP PROVIDE 5"SLEEVE 4"SAN I i 1-1/2"SAN UP ROUTE 4"SANITARY PIPING BELON GRADE.CONTRACTOR 10 TO EXCAVATE AND BACKFILLAS REQUIRED. P,oO "SAN i i - "SAN 3"SAN UP "SAN 4"SAN UP TO CODP s P-400 ROUTE 4"SANITARY PIPING BELOW GRADE. - CONTRACTOR TO EXCAVATE AND BACKFILL (2)2.1/2"PUMP DISCHARGE - AS REQUIRED. &2"'J.PIPING UP DUPLEX SUBMERIBLE SEWAGE EJECTOR PUMP IN BASIN, LIBERY LE50 SERIES.RATED FOR 25 GPM @ 20 TDH,1/2 HP, 208V, 1 PHASE,6.8 AMPS, 1725 RPM EACH. THE PUMP SHALL BE CONTROLLED WITH A NEMA 1 INDOOR DUPLEX CONTROL PANEL WITH FLOAT SWITCHS AND HIGH WATER ALARM. PRO'✓IDE 36"DIA,x 5 FT DEEP FIBERGLASS BASIN OR CONCRETE PIT V GAS TIGHT ACCESS COVER FLUSH TO FINISH FLOOR. 4"SAN CONTRACTOR TO EXCAVATE AND BACKFILL AS REQUIRED. PRO'✓ISIONS SHALL BE MADE TO PREVENT THE BASIN FROM LIFTING IF AREA►S SUBJECT TO HIGH WATER TABLES. CONTRACTOR TO COORDINATE PIPE INVERT REQUIRED WITH BASIN INLETS PRIOR TO PURCHASE.(TYP) / i TO DRY WELL.INVERT-20" a' BELOW GARDEN FIN.FLR s P-400 - 3"ST.UP STRUCTURAL ENGINEER TO VERIFY 2" SAN.UP 4" FEASIBILITY OF PROVIDING A NEW 4" SAN.UP TO CODP 6"SLEEVE IN FOUNDATION WALL No. Date Issue 3"SAN 3" SAN.UP _, �TO CODP 04.14.2023 Buidling Department Submittal 2"SAN.UP 3" 3"SAN.UP 2"SAN UP t� 0 2"SAN UP 3/4"DCW UP � V t, O 1 L �0 ROUTE 3/4"DCW PIPING UNDERGROUND BELOW FROST POINT.COORDINATE WITH �O CIVIL ENGINEER. O \ OF NEW,,, NEE( �F O;p o � 3/4"DCW TO GARAGE.FOR y CONTINUATION SEE DRAWINGS P-104 2 �Fo os422s ���' SSIONP� 0 - UNDERGROUND - PLUMBING SCALE 3/16"=V-0" 00 UNDERGROUND - PLUMBING PLAN PLUMBING NOTES WATER HEATER NOTES 1. REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE SCHEDULE AND I OR COORDINATE WITH FOR WATER HEATER CONTRACTOR SHALL: THE BUILDING STANDARDS. 1. PROVIDE DRIP PAN W/LEAK DETECTION TIED TO SOLENOID SHUT OFF VALVE ON DCW SUPPLY. 2. COORDINATE ROUTING OF NEW PIPING AND WITH PROPOSED STRUCTURE, MECHANICAL DUCTWDRK 2. WATER HEATER CAN BE SET FOR THE REQUIRED OUTLET TEMPERATURE. AND OTHER TRADES.RUN PIPING AS HIGH AS POSSIBLE TO THE UNDERSIDE OF THE EXISTING FLOOR 3. COORDINATE EXACT LOCATION AND SUPPORTS WITH EXISTING STRUCTURE&OTHER TRADES TO AVOID ARCH ITECT: SLAB' CONFLICTS. 3. STRUCTURAL ENGINEERING SHALL SPECIFY TYPES OF ANCHORS/METHODOLOGY TO USE FOR EVERY 4. SPILL WATER HEATER RELIEF VALVE&PAN DRAIN INDIVIDUALLY TO FLOOR DRAIN. TYPE OF HANGING LOAD.(SANITARY PIPING,VENT PIPING AND WATER PIPING). 5. PROVIDE HEAT TRAPS ON BOTH THE INLET AND OUTLET PIPING OF THE WATER HEATER AS CLOSE AS 4. STRUCTURAL ENGINEER SHALL SPECIFY ALL METHODOLOGY TO USE FOR(ARE DRILLING AND ANY PRACTICAL TO THE TANK. MV D 3 REQUIRED REINFORCEMENTS.STRUCTURAL ENGINEER SHALL REVIEW SUBMITTALS/SHOP DRAWINGS FOR ALL PROPOSED CORE DRILLS. Murphy Burnham&Buttricks Architects 5. BATHROOMS MUST BE INSTALLED ON MINIMUM 3"WASTE LINE. 48 West 37th Street. 14th Floor 6. ALL VALVES ARE TO BE PROPERLY TAGGED. New York, NY 10018 7. ALL HAND SINKS&LAVATORIES SHALL BE EQUIPPED WITH THERMOSTATIC MIXING VALVES IF Telephone 212.768.7676 TEMPERATURE EXCEEDS 110 DEG.F. www.mbbarch.com STRUCTURAL ENGINEER: s F 7 1 S1 1mall TO DRY WELL INVERT-32.5" Silman BELOW FIRST FIN FLOOR 32 Old Slip, 10th Floor New York, NY 10005 Telephone 646.738.3574 www.silman.com STRUCTURAL ENGINEERNO VERIFY FEASIBILITY OF PROVIDING A NEW 5" 3"ST DROP SLEEVE IN FOUNDATION WALL MEP ENGINEER: 2"SAN UP TO SH DERIVE 3"STUP 3"ST TO DRY WELL.INVERT-26" ENGINEERS 8 BELOW FIRST FIN FLOOR (2)HEAT PUMP WATER HEATER ON 4"HOUSE KEEPING PAD BRADFORD P 1°0 Derive Engineers WHITE AEROTHERM SERIES,MODEL RE2H50S10.EACH 45 GAL STORAGE 3"ST DROP 665 Broadway Suite 701 VOLUME,24 GPH @ 90 DEG.RISE RECOVERY,4 KW,240 V,1 PHASE. New York, NY 10012 I I 3/4"DCW&DHW UP,PROVIDE CAPPED& Telephone 646.866.6933 VALVED OUTLET AT LOW POINT. www.deriveengineers.com 1-112"DCW&DHW DROP TO EWH 3/4"DCW UP CIVIL ENGINEER: 3"FD,TRAPPED&VENTED I PSio° 2-1/2"SAN UP I 1.1/2"V.UP —� 1'DCW&314"DHW UP 1-1/2"SOLENOID SHUT OFF VALVE - - i -- 2"SAN DN I— � 3"SAN UP TO FD I 3"SAN DN I 1.1/2"V.DN&RISE CHA PROVIDE RECIRCULATION PUMP 1-1/2"V.UP I o I I 400 Capital Boulevard,Suite 301 3"SAN UP TO WC GRUNDFOS ALPHA2 -,\n 7* _ 2"V.DN&RISE Rocky Hill, CT 06067 1-1/2"DCW&DHW PIPING TIGHT TO Telephone 860.855.1055 UNDERSIDE OF EXISTING BEAM. I (2)2"V.UP I � 3"ST UP www.chacompanies.com 1-1/4"SAN UP TO LAV I PROVIDE 30"CLEAR IN FRONT&8" ( 3"SAN.DN -I` 2"SAN UP I CLEAR BEHIND ASSEBMLY I } 3/4"DCW&DHW I i I � 2"SAN UP ` �3/4"DCW&DHW UP UP TO LAV I I V DCW& I I 2"SAN UP TO BT 3"SAN DROP BELOW I 2"RPZA,WATTS LF009MWQT I 3/4"DHW UP PROPOSED BEAM. I W/BY-PASS METER I I 1.1/2"V.UP&3"SAN.DN I - 2"V. N 2"V UP . 3/4"DCW&DHW UP — I ' 314"DHWR " ;-T S 3"SAN UP — �- 2"SAN U P TO KS 1 __ CODP � 1"DCW&3!4"DHW _ r '-' --- " DROP TO LAV,WC&SH 3l4" 3/4" 3"ST.UP - _ --u—j 1-1/2"DOMESTICWATER -- -- -_ -_ -- _- _ __ L11/4" I METER(NYS APPROVED) o—_ _ _ _ - _ _ _ - - - I-- 1 1/2" HWR BALANCNG I 1 1l4"DHW " 2"SAN DROP&2"V.RISE " DROP RIGHT TO VALVE I L_ „ 3/4 DCW&DHW DROP TO SINK HOUSE CONTROL(1-1/2" 3" 1 1/2 3 r _ UNDERSIDE OF BEAM I 1 1/4 DCW BALL VALVE) �—--- - - - - -- - 3/4 DHWR LI1 I V 3" 3"ST.UP I "SAN 3"SAN DFOP TIGHT 10 1-1/2"DOMESTIC COLD WATER �' 2"SAN UP TO KS 3"SAN DROP TO FOUNDATION WALL �-3"ST j Pao° SERVIDRAWINGS E.S F R IL CONNGUATIO " DUSCTWORKN. P BELOW I " 1-1/4"DCW&1"DHW PIPING DROP TIGHT i 1� DRAWINGS FOR CONTINUATION, 3/4 DCW&DHW UP 3 SAN DROP TO UNDERSIDE PROPOSED BEAM � I 3 ST U P 4 I 3"SAN STRUCTURAL ENGINEER TO VERIFY 3"ST TO DRY WELL. INVERT-32.5' STRUCTURAL ENGINEER TO VERIFY /% 1 1/2"V FEASIBILITY OF PROVIDING A NEW BELOW FIRST FIN FLOOR FEASIBILITY OF PROVIDING A NEW 6" 3"ST TO DRY WELL.INVERT-40.9 _�/% 3/4" l „ 5"SLEEVE IN FOUNDATION WALL SLEEVE IN FOUNDATION WALL. BELOW FIRST FIN FLOOR ` PROVIDE(2)80 LONG MODULAR LINEAR TRENCH DRAIN,ZURN Z886-U3 OR SIMILAR. 2 STRUCTURAL ENGINEER TO VERIFY 7 b EXCAVATE AND BACKFILL AS REQUIRED. P40° FEASIBILITY OF PROVIDING A NEW 5" P-400400 4"SAN TO SEPTIC TANK.PIPE INVERT-52" 4"SAN TO SEPTIC TANK.PIPE I SLEEVE IN FOUNDATION WALL BELOW FIRST FIN FLOOR INVERT-51"BELOW FIRST FIN FLOOR 1 1!4"DCW 3"SAN&2"V.UP, 3"ST.DROP 1 114"DHW 3"DRAIN OUTLET �,' 3/4"DHWR 3/4"DCW&DHW UP ` 3"ST TO DRY WELL.INVERT-325" I ` ' BELOW FIRST FIN FLOOR CONNECT PJMP DISCHARGE WITH A WYE 4"CODP PROVIDE BALL&CHECK VALVE '. FITTING INTD THE TOP OF THE 4"SAN PIPING ON VERTICAL PIPING IN CLOSET.' 3"PUMP DISCHARGE RISE �0 r 2"V.UP 3"PUMP DISCHARGE RISE ,- SEWAGE EJECTOR PIT GAS ' 1 TIGHT COVER,SEE DRAWINGS s P-100 FOR PUMP DETAILS. 2"SAN UP TO SH P400 1,1 3"ST.UP 1-1/2"V.UP 2"&1-1/2"V.UP (2)2-1/2"PUMP DISCHARGE&(1)2"V.DN 3"SAN UP TO WC 1-1/4"DCW,1"DHW&314"HWR PIPING ` 2"V.UP TIGHT TO UNDERSIDE OF EXISTING BEAM. i i 1"DCW&3/4"DHW U P I 2"SAN UP 3"ST TO DRY WELL. INVERT-00.51 BELOW FIRST FIN FLOOR V.CONN.TO HORIZONTAL SAN. 3/4"DCW&DHW UP,PROVIDE CAPPED— 3"SAN UP TO WC PIPING AT45 DEG.ANGLE &VALVES OUTLET AT LOW POINT. ROUTE 3"SAN PIPING TIGHT TO 11 UNDERSIDE OF PROPOSED DUCTWORK. 3/4"DCW&DHW DROP TO s DUAL TEMP WALL HYDRANT 3"SAN TO SEPTIC TANK.PIPE \b 3"ST.DN IN PARTITION INVERT-64.5'BELOW FIRST FIN FLOOR `� � 3"ST.UP 2"SAN DN&1-1/2"V.UP IN PARTITION �m 2" V.UP . 1-1/2"SAN UP TO SH ` ! No. Date Issue 04.14.2023 Buidling Department Submittal 2"SAN.DROP& " 2"V.RISE � 2 �I 3"CODP a � 1"DCW&3/4"DHW DROP TO LAV,WC&SH `O 3"SAN.DN PROVIDE 8"X8"ACCESS PANEL IN THE CEILING TO SHUT OFF VALVE, VALVE SHALL BE LABELED 2"SAN.DN "GARAGE COLD WATER SUPPLY" 2"SAN.DN&2"V.RISE 3/4"DCW DN �O 3 O�P400 t 0` .��OF NEWY h't0�.� HEEL �F o•P�. i W 084226 SS1 1 1 - GARDEN FIN FL - PLUMBING r _ i SCALE 3/16" GARDEN - PLUMBING PLAN PLUMBING NOTES 1. REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE SCHEDULE AND/OR COORDINATE WITH THE BUILDING STANDARDS. 2. COORDINATE ROUTING OF NEW PIPING AND WITH PROPOSED STRUCTURE, MECHANICAL DUCTWORK AND OTHER TRADES.RUN PIPING AS HIGH AS POSSIBLE TO THE UNDERSIDE OF THE EXISTING FLOOR ARCH ITECT: SLAB. 3. STRUCTURAL ENGINEERING SHALL SPECIFY TYPES OF ANCHORS/METHODOLOGY TO USE FOR EVERY TYPE OF HANGING LOAD.(SAN ITARY PIPING,VENT PIPING AND WATER PIPING). C) ' 13 4. STRUCTURAL ENGINEER SHALL SPECIFY ALL METHODOLOGY TO USE FOR CORE DRILLING AND ANY MV REQUIRED REINFORCEMENTS,STRUCTURAL ENGINEER SHALL REVIEW SUBMITTALS/SHOP DRAWINGS Murphy Burnham&Buttricks Architects FOR ALL PROPOSED CORE DRILLS. 5. BATHROOMS MUST BE INSTALLED ON MINIMUM 3"WASTE LINE. 48 West 37th Street. 14th Floor 6. ALL VALVES ARE TO BE PROPERLY TAGGED. New York, NY 10018 7. ALL HAND SINKS&LAVATORIES SHALL BE EQUIPPED WITH THERMOSTATIC MIXING VALVES IF Telephone 212.768.7676 TEMPERATURE EXCEEDS 110DEG. F. www.mbbarch.com STRUCTURAL ENGINEER: t Imax JL u a-. Silman 32 Old Slip, 1 Oth Floor New York, NY 10005 Telephone 646.738.3574 www.silman.com MEP ENGINEER: DERIVE ENGINEERS 8 Pao Derive Enginners 3/4"DCW&DHW ON&RISE,PROVIDE SHUT 665 Broadway Suite 701 OFF VALVE WI ACCESS PANEL ON INTERIOR New York, NY 10012 2^SAN ON Telephone 646.866.6933 www.deriveengineers.com 314"NON FREEZE RECESSED WALL HYDRANT /� ZURN MODELZ13210XL-EZ,COORDINATE EXACT 3"V.UP TO ROOF / \ PSioo ELEVATION WITH ARCHITECTURAL DRAWINGS. CIVIL ENGINEER: 2-1/2"SAN ON&2"V.RISE (3) 1-1/2"V.ON&RISE IN PARTIAL WALL,CONNECT IN THE HORIZONTAL. 3/4"DCW ON PS 3"ST 3"ST.UP TO RD 2"ST.UP TO RD CHA rl —� 400 Capital Boulevard,Suite 301 t 3"V.UP TO ROOF 3"ST.ON— _o 2"ST.UPTORD---\ Rocky Hill,CT 06067 n Telephone 860.855.1055 3/4 DCW&DHW ON&RISE, EXTEND TO PS&WC ! www.chacompanies.com 3"ST.UP I " " U ° ST,ON 3"SAN ON I WC 3 FD,TRAPPED&VENTED. (2)2 V.ON _ _ 2"V.UP 2"SAN DN o 1-1/2"SAN ON&1-1/2"V.RISE, THROUGH ROOF 3"ST.UP 2^ g/ V.RISE IN PARTITION 4 DCW&DHW ON&RISE. LAV 3"V,UP TO ROOF 2"V.UP TO ROOF 2"V.RISE- 2"V.ON&RISE 2"SAN ON OFFSET VENT PIPING ——————————- 3"SANDN 3"SAN DN UNDER COUNTERTOP �� 2"VENT ON&RISE DW I �3 ST I 3"ST 1"DCW&314"DHW ON&RISE, I EXTEND TO WC,SH&BT — �-- KS I I OFFSET PIPING 2"V.RISE- I 3/4"DCW&DHW ON& DW KS BELOW CABINET&ON, I I EXTEND 3/4"DCW&DHW TO KS&OW 3"SAN OFFSET INSIDE CABINET TO I AVOID FOUNDATION WALL AND ON 3 ch 2"V.RISE&2"SAN ON 3"ST.DROP 3"ST ON i 3"ST.ON IN PARTITION 3/4"NON FREEZE RECESSED WALL 1-1/2"SAN ON&1-1/2"V.RISE, 3"ST UP TO RD WM HYDRANT BELOW WINDOW.ZURN 3/4*DCW&DHW ON MODEL Z13210XL-EZ.COORDINATE SS ROUTE SAN&V.PIPING IN CHASE EXACT ELEVATION WITH BELOW WINDOW ARCHITECTURAL DRAWINGS, 1 3/4"DCW&DHW ON, 10 EXTEND 3/4"DCW&DHW TO DW&KS P�400 1 P400 ` 3"OPEN STANDPIPE, P400 - TRAPPED&VENT 7 3/4'DCW&DHW ON&RISE, 2"SAN D 1-1/2"V.RISE P�oO EXTEND TO SS&WM IN THE WALL 3"SAN&2"V.OFFSET INSIDE CABINET TO AVOID BEAM AND ON DROP&3"V.UP W V,UP TO ROOF 3"V 2"V.ON s P400 4 3"ST.UP 3" P-400 3"ST J , 3"ST,ON IN PARTITION ° 3"ST.ON IN CLOS 6"ST.UP Pao 3"ST 3/4"DCW&DHW ON&RISE, O SH PROVIDE SHUT OFF VALVE W/ACCESS PANEL ON INTERIOR 1-1/2"V.ON&3"V.UP TO ROOF 2"V.ON&3"V.UP No. Date Issue 2"SAN ON,COORDINATE EXACT LOCATION SUCH THAT SANITARY PIPING IS LOCATED PROPOSED - 04.14.2023 Buidling Department Submittal PARTITION IN THE FLOOR BELOW. P400 O VO O� t O` .�COF NEW Y NEEL �F��� o �y 084226 p��FESSIONP� 2 - FIRST FIN. FL. - PLUMBING F _ l SCALE 3/16"_1,-0" FIRST FL. - PLUMBING PLAN PLUMBING NOTES 1. REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE SCHEDULE AND/OR COORDINATE WITH THE BUILDING STANDARDS. 2. COORDINATE ROUTING OF NEW PIPING AND WITH PROPOSED STRUCTURE, MECHANICAL DUCTNORK AND OTHER TRADES.RUN PIPING AS HIGH AS POSSIBLE TO THE UNDERSIDE OF THE EXISTING FLOOR SLAB. 3. STRUCTURAL ENGINEERING SHALL SPECIFY TYPES OF ANCHORS/METHODOLOGY TO USE FOR EVERY TYPE OF HANGING LOAD.(SANITARY PIPING,VENT PIPING AND WATER PIPING). ARCHITECT: 4. STRUCTURAL ENGINEER SHALL SPECIFY ALL METHODOLOGY TO USE FOR CORE DRILLING AND ANY REQUIRED REINFORCEMENTS.STRUCTURAL ENGINEER SHALL REVIEW SUBMITTALS/SHOP DRAWINGS FOR ALL PROPOSED CORE DRILLS. 5. BATHROOMS MUST BE INSTALLED ON MINIMUM 3"WASTE LINE. MV 13 13 6. ALL VALVES ARE TO BE PROPERLY TAGGED. Murphy Burnham&Buttricks Architects 7. ALL HAND SINKS&LAVATORIES SHALL BE EQUIPPED WITH THERMOSTATIC MIXING VALVES IF 4 TEMPERATURE EXCEEDS 110 DEG. F. 8 West 37th Street. 14th Floor New York, NY 10018 Telephone 212.768.7676 www.mbbarch.com STRUCTURAL ENGINEER: 17 Silman 32 Old Slip, 1 Oth Floor New York, NY 10005 Telephone 646.738.3574 www.silman.com MEP ENGINEER: DERIVE ENGINEERS Derive Enginners 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 www derivee grn eers com n CIVIL ENGINEER: i 3"VTR 2"RD [400 SQ.FT] i a 3"RD [701 SQ.FT] CHA 3"VTR Imo— ; 400 Capital Boulevard,Suite 301 Rocky Hill, CT 06067 ° ! Telephone 860.855.1055 www.chacompanies.com 3"VTR 3"RD [706 SQ. FT] 3"RD [691 SQ. FT] 3"VTR i o —3"VTR I i o REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL SECONDARY 3"RD [607 SQ.FT] (EMERGENCY)SCUPPER DRAINS ON THE ROOF i i REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL SECONDARY(EMERGENCY) SCUPPER DRAINS ON THE ROOF L\� � " 3 VTR 3"VTR REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL SECONDARY (EMERGENCY)SCUPPER DRAINS ON THE ROOF 6 P400 3"RD [462 SQ.FT] 3"VTR 3"RD [1058 SQ.FT] o 2"VTR 3"VTR No. Date Issue 04.14.2023 Buidling Department Submittal P-400 O V� 1 �O OQ- 0 0 OF NEW y C-� NEEC kF��p� o� 2S 084226 SSIONP� ROOF PLAN - PLUMBING Vow �, SCALE 3/16"_1,-0" 1 03 ROOF - PLUMBING PLAN PLUMBING NOTES 1. REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE SCHEDULE AND/OR COORDINATE WITH THE BUILDING STANDARDS. 2. COORDINATE ROUTING OF NEW PIPING AND WITH PROPOSED STRUCTURE, MECHANICAL DUCTWORK AND OTHER TRADES.RUN PIPING AS HIGH AS POSSIBLE TO THE UNDERSIDE OF THE EXISTING FLOOR ARCHITECT: SLAB. 3. STRUCTURAL ENGINEERING SHALL SPECIFY TYPES OF ANCHORS/METHODOLOGY TO USE FOR EVERY mp TYPE OF HANGING LOAD.(SANITARY PIPING,VENT PIPING AND WATER PIPING).4. STRUCTURAL ENG►NEER SHALL SPECIFY ALLMETHODOLOGY TO USE FOR CORE DRILLING AND ANY REQUIRED REINFORCEMENTS.STRUCTURAL ENGINEER SHALL REVIEW SUBMITTALS/SHOP DRAWINGS Murphy Burnham&Buttricks Architects FOR ALL PROPOSED CORE DRILLS. 5. BATHROOMS MUST BE INSTALLED ON MINIMUM 3"WASTE LINE. 48 West 37th Street. 14th Floor 6. ALL VALVES ARE TO BE PROPERLY TAGGED. New York, NY 10018 7. ALL HAND SINKS&LAVATORIES SHALL BE EQUIPPED WITH THERMOSTATIC MIXING VALVES IF Telephone 212.768.7676 14 TEMPERATURE EXCEEDS 110 DEG.F. www.mbbarch.com STRUCTURAL ENGINEER: Y0- so ., 11maiLL Silman 32 Old Slip, 1 Oth Floor New York, NY 10005 Telephone 646.738.3574 www.silman.com MEP ENGINEER: [DERIVE ENGINEERS Derive Enginners 665 Broadway Suite 701 New York, NY 10012 Telephone 646.866.6933 www.deriveengineers.com CIVIL ENGINEER: CHA �1 3/4"DCW TO HOUSE. FOR 3/4"DCW&DHW TO 3/4"WALL HYDRANT IN eeky Hill, 06067 ta Cl Boulevard,Suite 301 400 400 Capital CONTINUATION SEE DRAWINGS P-100 GARAGE.WATTS HY-700.SEE ARCHITECTURAL RocTelephone 0.855.1055 PLANS FOR EXACT LOCATION. p ROUTE 3/4"DCW PIPING _ - www.chacompanies.com UNDERGROUND BELOW FROST POINT. PROVIDE EEMAX,SPEX4208T, 3/4 RATED FOR 0.35 GPM ED 80 "DCW 314"DCW DN BELOW FROST LINE{MIN.4 FT) �� DEG.F.RISE,4.1 KW,20 AMPS. - 3/4"DCW ��- i � 3/4"BALL VALVE&3/4"CHECK VALVE � J 1 ' � i 2"STTO DRY WELL.INVERT-24" BELOW GARAGE FIN FLOOR _ 2"ST.UP TO RD 2"ST.DN 3/4"DCW&DHW TO DUAL TEMP WALL HYDRANT 3"ROOF DRAIN [608 SQ.FT] t 2 GAtGLANE P - PLUMBING GAtGE �OOF - PLUMBING SCAL SCAL No. Date Issue 04.14.2023 Buidling Department Submittal �O J 00 0- 0 OF NEW y NEEL i-N�� o �y 084226 SS1 04 GARAGE - PLUMBING PLAN ARCHITECT: M\/ Murphy Burnham&Buttricks Architects 48 West 37th Street. 14th Floor New York, NY 10018 Telephone 212.768.7676 www.mbb arch.com STRUCTURAL ENGINEER: 0 1 1/2"V 3"VTR 6ilmax%A 19 Silman 320td Slip,3"V p, 10th Floor 11 I I New York, NY 10005 II Telephone 646.738.3574 II II n 11 www.silman.com 1 1/2"V—r n I I MEP ENGINEER: LAV 2" ii DERIVE VTR 3"VTR " 3"VTR ENGINEERS / 3 SAN 1 1/2" n 3"M Derive Enginners A 3" Broadway Suite Ili i i 3"SAND 3"SAN WC I I I PS 3"V I New York, NY 0012701 I 3"SAN 3"V�I p Tele hone 646.866.6933 I I I I " V 3"SAN "VTR I I I I www.deriveengineers.com \\/� 3 SAN 2117 SAN �� I I Co I I I ROUTE 2"PIPING 3"SAN CO 1 1/2"-4I CIVIL ENGINEER: II " y � L2'V � I N CHASE 3"SAN 11 ��1-2 V 3"SAN 3"VTR Q II II II II 11 II 11 2"V—rt I I I I I I I I CHA II II KS " II II LAV II „ 11 p I 1 ;; I I I I 2"v� I I 3"V�7 400 Capital Boulevard,Suite 301 2 V—" I I 2 OPEN STANDPIPE I I i_ " i i I I 2"V— 2" W/3"HUB ^ Rocky 11 2 V I 1 4 SAN TO SEPTIC TANK. i i 1 1/2" �, � - =� 1 1/2 V Telephone 860 855 CT .1055 if 11 I I 3"FD IN 1 1/2"V I I „_Li i 2^V www.chacompanies.com tl � ' "$� PORCH BT 1122"l i WC II 3 II II 11 CO 3 ,-' 3" �f K$ 3"SAN " 2„ 11 I I I I ® J O 2 V I l i 11 ` i 3° 3" CO 1 1/2"�,1 I I 2"SAN 2"V ...}�....tl 1 1/2"V I I SS I I I I 1 1/2"V 3"SAN 3" 2"SAN I 1 3"SAN " I I ir-1 1/2" U I I 2"SAN 2 SAN 3"SAN 1 1/2 V—I 1 I I , OUTDOOR II li SH I SHOWER I I Co 2"SAN CO 1 1/2"V ' 3" CO 3" ' CO 3"SAN CO 2"P-TRAP-::-/ II U 3"SAN O U 1 SANITARY RISER DIAGRAM - KITCHEN 105 SANITARY RISER DIAGRAM - POWDER RM 102 SANITARY RISER DIAGRAM �- IATH 08 SANITARY RISER DIAGRAM - LAUNDRY 113 2 NOT TO SCALE NOT TO SCALE SCALE NOT TO SCALE 3"VTR M 3"V--r 1 3"VTR II II III II 3"VTR H II II II � It II 3"V V II II 4"SAN TO SEPTIC TANK. --may ,�, 11 FOR CONTINUATION SEE I 1 I I DRAWINGS P-701. I t I I " II II II CONNECT PUMP DISCHARGE 3 SAN CO ii II I I I I © 1 1/2"V '1 ST FLOOR (2)WATER HEATERS WITH A WYE FITTING INTO THE I I n I I OUTDOOR SH ►I TOP OF THE 3"SAN PIPING 11 I I I I II 2"V_n II II II 1r--2"V CO II ii ii 11 No. Date Issue ^ 11 3"SED I I II © I I 1-1/2"P-TRAP I I V II II II 11 2"V---ri 4"sAN 2" © " 04.14.2023 Buidling Department Submittal II II If It 11 \\ V I 11 11 1T1 1/2"V ?"V I I Imo--1 1/2"V 1 1/211 11 I I 2 V-rl 11 II II II 11 AV � ,ry 3"SAN II 11 I I` II ���—"\ II SS i1 �J 2"V 11 SH 1 WC O 2"SAN 4"SAN I I v 1+--2^V i 21/2"SED—I-��� I 1/2'SED „ 2 1 1/2"SAN I I 1 ,I; 4 SAN "SAN i i 2°V I I 1 3"FD I I I II I:: CO I I 2"V--y I I I'' " 4"SAN O " 1 1/2"SAN 4 I I �" 11 3" 4 CODP 3" li V CODP II I 4 SAN 3"SAN 1 3"CODP II I 4"SAN 3" 4"SAN PIPING SANITARY PIPING 3" 1 SPILL WATER HEATER RELIEF ` VALVE&CONDENSATE DRAIN TO BELOW GRADE BALL&CHECK VALVE ON _;\ 2"SAN WC SH PS `N FLOOR DRAIN INDIRECTLY VERTICAL PIPING IN CLOSET ���';••: BELOW GRADE O 4 SAN ��•• 4 " 3" 3"SAN 3*SAN O © "SAN 3"SAN 2"SAN �� DUPLEX SUBMERIBLE SEWAGE O EJECTOR PUMP IN BASIN 4"SAN 3"UNEAR DRAIN 0 ® of NEW y o �y FOR CONTINUATION SEE DRAWINGS P-701. Z FAA 084226 SS1 6 SANITARY RISER DIAGRAM - BATH 006 SANITARY RISER DIAGRAM - WORKSHOP 007 SANITARY RISER DIAGRAM�- GU�ES�TBATH009 NOT TO SCALE 7 NOT TO SCALE NOT TO SCALE Fs70U PLUMBING SANITARY RISER DIAGRAM ARCH ITECT: -M\/ B�� rL�wj Murphy Burnham&Buttricks Architects 3"VTR 48 West 37th Street. 14th Floor New York, NY 10018 P Telephone 212.768.7676 II 1 www.mbbarch.com 1�I -3"V I II STRUCTURAL ENGINEER: Sl'* I m a I NJ L II II II 1 1 Silman 32 Old Slip, 1 Oth Floor 2"V--------I I New York, NY 10005 Telephone 646.7 8 3574 II II www.silman.com II II 1 1/2"V 2"V I I MEP ENGINEER: ]` 1 1/2"V DERIVE LAV ENGINEERS LAV Derive Enginners 11 I I I I I I 111 665 Broadway Suite 701 2" 1 1 2" 1 II ; 112" I I t-1 112"V 1 1 1 1 11 1 t New York, NY 10012 WCi Telephone 646.866.6933 1 1/7'SAN i l SH SH www.deriveengineers.com I I WC 1 1 11 j l 2"P-TRAP II III CO I 1 CO CIVIL ENGINEER: 3" 3"SAN 3"SAN 1411 SAN CO 3"SAN CHA 0 CO 3"SAN CO V.CONN.W/HORIZONTAL SAN PIPING 400 Capital Boulevard,Suite 301 SHALL BE MADE WITH MIN.45 DEG. Rocky Hill, CT 06067 Telephone 860.855.1055 ANGLE FROM HORIZONTAL SAN PIPING. www.chacompanies.com 3"SAN TO SEPTIC TANK. 1 SANITARY RISER DIAGRAM - BATH 117 & 118 NOT TO SCALE No. Date Issue 04.14.2023 Buidling Department Submittal V� J D.p�' o �y 084226 '�oFeSS\ � 701 PLUMBING SANITARY RISER u-3/4"DCW 3/4"DCW ARCHITECT: OUTDOOR 3/4"DHW SHOWER . � � 3/4" "DHW . o l4 3/4" Murphy Burnham&Buttricks Architects LAV 48 West ?NY 1001 Street.th 14th Floor BALL VALVE&CAP TO °''�. II 3/4° New York Telephone 212.768.7676 ALLOW FOR WINTERIZATION 3/4"DHW p BT www.mbbarch.com SH 3/4"DCW 3/4" STRUCTURAL ENGINEER: SOLENOID SHUT OFF VALVE 3/4" �� WC 3/4" 1" �� silman. 3/4" Silman 1"WATER HAMMER ARRESTOR 3/4" " 3/4"DHWR p 1 1/4"DCW 10005 3/4" 314 j 1 1/4"DHW 32 Old Slip, 10th Floor �1 114"DHW II �!� „ New York, NY .738 1 1/4 DCW Telephone 646.738.3574 (2)HEAT PUMP WATER HEATER \v �� 3/4" . \\\ www.silman.com BRADFORD WHITE AEROTHERM SERIES,MODEL RE2H50S10 \\�; SH WC 1"DHWR 1 1/4"DHW MEP ENGINEER: ,,� LAV 1 1/4"DCW DERIVE d 3/4"DHWR 1 1/4"DHW ENGINEERS 1 1/4"DCW Derive Enginners PS g 665 Broadway Suite 701 RECIRCULATION PUMP � 1 112'DCW 3/4"DCW�' II TEMP WALL�HYDRANTL New York, NY 100 12 3/4 Telephone 646.866.6933 / " WC II " 3/4"DHWR www.deriveengineers.com p �'ll II 3/4 1112'DCW ;��� „ " TANKLESS WATER LAV 1"DHW „ � II 1 1/4 1�_Il 1/2 3 - n 9/ HEATER EEMAX /4 (I SPEX4208T CIVIL ENGINEER: 3/4" �� °� �3/4" I I ���/ 1-112"RPZA,WATTS LF009M2QTW/ CHA 1"DCW 3/4„DHW �1 1/4"DCW BY-PASS METER .� 400 Capital Boulevard,Suite 301 3/4"DUAL TEMP Rocky Hill, CT 06067 WALL HYDRANT Telephone 860.855.1055 www.chacompanies.com u d 3/4"BALL& �' II CHECK VALVE 1 1 1/2'DCW 3/4"DHW 40004�lp WATER HAMMER 3/4!'DCW „ L: W 3/4 DCW o° ARRESTOR(TYP) II KS&DW 3/4"DHW- �� 3/4"NON FREEZE �' II WALL HYRANT 3/4"DCW- 'A- 3/4"DCW WAITER HAMMER ARRESTOR(TYP) �° " 3/4"DHW KS&DW �l 1/2" 3/4 DCW PIPING FROST LEVEL UNDERGROUND BELOW 3/4" n II n 1-1/2"HOUSE CONTROL (BALL)VALVE 1-1/2"NEW YORK STATE APPROVED DOMESTIC WATER METER ENGINEERS EERSDDOMESTIC AWATER NGSFOSERVICE,SEE CONTIVIL NUATION. DOMESTIC WATER RISER DIAGRAM - GARAGE ENGINEERS DRAWINGS FOR CONTINUATION. ,� J DOMESTIC WATER RISER DIAGRAM - NORTH NOT TO SCALE I SCALE OUTDOOR SHOWER � 3/4" CAPPED&VALVE OUTLET AT LOW POINT II 314"DCW 3/4" OF DCW&DHW FOR WINTERIZATION. SH 3/4"DHW �© WC 9 LAV 3/4"DHW 3/4" III!, 1" SK SH /\-314r 3/4"DCW 3/4" � 1„ II 3/4",�� 14" DCW 1"DCW WC ` - �� II II II SH , 'a=` II II II LAV a I ° TIC DOMES WATER NOTES: WC II �3/4" WATER I 3/4"DHW LAV � HAMMER 1"DCW III 1. REFER TO ARCHITECTURAL DRAWING FOR PLUMBING FIXTURE SCHEDULE AND/ ARRESTOR II 1"" 3/4"DHW ,,,, 1 OR COORDINATE WITH THE BUILDING STANDARDS. --3/4"DCW 3/4"DCW 2. RECIRCULATION SYSTEM: No. Date Issue 3/4 DUAL TEMP , % A. THE DEVELOPED LENGTH OF HOT OR TEMPERED WATER PIPING, FROM THE WASHING �a�¢ WALLHYDRANT 1 1/4"DHW 6;' '�� SOURCE OF HOT WATER TO THE FIXTURES SHALL NOT EXCEED 50 FEET . MACHINE �� ,. 04.14.2023 Buidling Department Submittal 1 1/4"DCW-_--�\\/ / RECIRCULATING SYSTEM PIPING PIPING SHALL BE CONSIDERED TO BE SOURCES OF HOT OR TEMPERED WATER. SS 3/4"DMNR� %� B. CONTROLS FOR CIRCULATING HOT WATER SYSTEM PUMPS SHALL START THE 0--3/4„DCW ,4',',,� PUMP BASED ON THE IDENTIFICATION OF A DEMAND FOR HOT WATER WITHIN 3/4"DHW ;, THE OCCUPANCY. THE CONTROLS SHALL AUTOMATICALLY TURN OFF THE PUMP WHEN THE WATER IN THE CIRCULATION LOOP IS AT THE DESIRED 14"DHW j� TEMPERATURE AND WHEN THERE IS NO DEMAND FOR HOT WATER. 0 C. THE CONTROLS SHALL START THE PUMP UPON RECEIVING A SIGNAL FROM 314"DCW ;;� THE ACTION OF A USER OF A FIXTURE OR APPLIANCE, SENSING THE PRESENCE OF A USER OF A FIXTURE OR SENSING THE FLOW OF HOT OR J TEMPERED WATER TO A FIXTURE FITTING OR APPLIANCE. D. THE CONTROLS SHALL LIMIT THE TEMPERATURE OF THE WATER ENTERING II 1 1/4"3/4"DHW 1 1/4" THE COLD WATER PIPING TO NOT GREATER THAN 104°F (40°C). tr-- O 3. INSULATION: II 3/4"DCW A. INSULATION FOR HOT WATER PIPING WITH A THERMAL RESISTANCE, R-VALUE, 0 OF NOT LESS THAN R-3 SHALL BE APPLIED TO ALL DOMESTIC HOT WATER Q I) II PIPING 3/4 INCH AND LARGER. n u �S 4. WATER HAMMER ARRESTOR O A. A LEAD FREE WATER-HAMMER ARRESTOR,WATTS 3/4" LF05 OR 1" LF15M2, SHALL BE INSTALLED ON THE COLD AND HOT WATER PIPING WHERE QUICK- �Df NEW CLOSING VALVES ARE UTILIZED SUCH AS DISHWASHERS,WASHING MACHINES �,`Q'� tiEEC & FAUCETS. 0� �y B. WATER-HAMMER ARRESTORS SHALL BE INSTALLED AS CLOSE AS POSSIBLE �y TO APPLIANCE OR FIXTURE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 084226 SS1111 �YNOT DOMESTIC WATER RISER DIAGRAM - SOUTH Emmh TO SCALE F � 702 PLUMBING DOMESTIC WATER RISER nIA (_` 0A1% A Fishers Island House INDEX OF DRAWINGS EXTERIOR WALL TYPES INTERIOR WALL TYPES CEILING/ROOF ASSEMBLIES Exterior Door Schedule 2680 Peninsula Road SCALE_: 1 1/2" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1 1/2" Fishers Island, NY 06390 NO. SHEET NAME ROOFING MEMBRANE Door No. I Width j Height I Manufacturer Model Comments T-001 Index of drawings/Notes/Wall Types/Schedules 5/8'PROPRIETARYTYPEA GWB(MOISTURE&MOLD 12 PLYWOOD SHEATING ARCHITECT: A-001 Existing Site Plan )3 s., 2 5/8'INSULATING CONCRETE FORM(RIGID RESISTANT IN BATHROOMS) 3/4'STONE VENEER 008b 3' - 0" 8' - 7 1/2" T.B.D. T.B.D. " INSULATION) ANTI-FRACTURE MEMBRANE MIN. TAPERED XPS INSULATION(MIN.R-5) A-002 Proposed Site Plan CAST CONCRETE WALL 2x4"WD.STUDS @16 O.C• — 3l4"PLYWOOD 009a 3 - 0 8 - 7 1/2 T.B.D. T.B.D. EN-003 Energy Analysis (PER STRUCTURAL DRAWINGS) = 1/2"CEMENTBOARD 011b 3M\i P ' - Q" 8' - 7 1/2" T.B.D. T.B.D. a a o 31/2"MINERAL SOUND ATTENUATION "? 2x4"STUD @ 16 O.C. STEEL DECK(PER STRUCTURAL DRAWINGS) , - „ , „ Murphy Burnham&Buttricks Architects EN-002 Energy Analysis M 101a 3 6 10 - 0 T.B.D. T.B.D. PIVOT DOOR 48 West 37th Street. 14th Floor N a o 3112'MINERAL SOUND ATTENUATION EN-001 Energy Analysis a ° , ; ;;• 5l8'PROPRIETARYTYPE XGWB(MOISTURE&MOLD 105a 3' - 0" 10' - 0" T.B.D. T.B.D. New York, NY 10018 A-100 Garden Level Plan ° A e RESISTANT IN BATHROOMS) 106a 2' - 7" 9' - 0" T.B.D. T.B.D. WD. LATTICE DOOR Telephone rch.co8.7676 .- 2 5/8"INSULATING CONCRETE FORM(RIGID www.mbbarch.com A-101 First Floor Plan c INSULATION) INTERIOR 2X4 STUD WALL FIREPLACE WALL W/ STONE FINISH 107a 2' - 8" 8' - o" T.B.D. T.B.D. 7/8,FURRING CHANNELS IN1 IN7 107b 3' - 0" 8' - 0" A-102 Roof Plan SCALE: 1 1/2"= 1'-0" SCALE: 1 1/2"= 1'-0" ENGINEER: A-103 Garage Plans &Section &Elevations W/ GWB BOTH SIDES - - - — — - — - . 1 — . — 5 8"PROPRIETARY TYPE X MOISTURE&MOLD z 107C 3; - 0„ 8; - Q;; STRUCTURAL A-111 Garden Level RCP RESISTANT GWB APPLIED TO FURRING CHANNELS 3/4"STONE VENEER 6"CLOSEDCELLPOLYURETHANEFOAMINSULATIONP-39) 1O7d 3 - O 8 - O T.B.D. T.B.D. 5/8 PROPRIETARY TYPEA GWB(MOISTURE&MOLD Uman A-112 First Floor RCP RESISTANT IN BATHROOMS) WATERPROOFING/ANTI-FRACTURE APPROVED TYPE HANGER,CLIP AND FASTENER 115b 3' - 0" 8' - 0" T.B.D. T.B.D. WITH 2'-0" TOP EXTERIOR ICF FOUNDATION WALL MEMBRANE PANEL Silman A-200 Exterior Elevations - _ w 25-GA SPACED 24"O.C.3"ON EACH SIDE OF WALLBOARD END � �� � �� 32 Old Slip, Loth Floor -� 5112"MINERALSOUNDATTENUATION N 112 CEMENT BOARD a 120a 3 - 0 9 - 0 T.B.D. T.B.D. WD. LATTICE DOOR A-201 Exterior Elevations EX1 SCALE: 1 1/2"= 1'-0" ;� " � New York, NY 10005 1 2x6 WD.STUDS@16 O.C. m 2x4 STUD@16 O.C. G1 11' - 5" 8' - 0" T.B.D. T.B.D. DOUBLE SLIDING Telephone 212.620.7970 A-301 Building Sections b FURRING HAT CHANNELS DOOR p 0 112"CEMENT BOARD www.silman.com A-302 Building Sections G2 10' - 0" 8' - 0" T.B.D. T.B.D. GARAGE GATE co WATERPROOFING/ANTI-FRACTURE A-601 Details-West Wall/Roof Edge&North Wall @ Dining j MASONRYVENEER �-- 5/8'PROPRIETARY TYPE-X GWB(MOISTURE&MOLD MEMBRANE FINISH PER RCP ON BATHROOMS,GARAGE AND G3 10' - 0" 8" - o" T.B.D. T.B.D. I GARAGE GATE MEP ENGINEER: A-602 Details-South Wall @ Kitchen &Entry IT RESISTANT IN BATHROOMS AND ON PORCH) 3/4"STONE VENEER MECHANICAL SPACES USE 5/8"TYPE X DERIVE1 A-603 Details- Entry/Porch Details o 'VENTILATION GAP 31/2'MINERAL SOUND ATTENUATION MOISTURE AND MOLD RESISANT GWB) Interior Door Schedule ENGINEERS INTERIOR 2X6 STUD WALL TYPICAL ROOF ASSEMBLY OVER HEATED SPACES 2 5/8"INSULATING CONCRETE FORM(RIGID I N2 ( ) o SCALE: 1 1/2"= 1'-0° 1N8 PRIMARY BATHROOM LOW WALL SCALE: 1 1/2°= 1'-0" Door No. Width Height Manufacturer Model Comments Derive Enginners INSULATION) W/ GWB BOTH SIDES SCALE: 1 1/2= 1 0 665 Broadway Suite 701 e - II_ 1 II co ° CAST CONCRETE WALL _ O _ New York, NY 10012 (PER STRUCTURAL DRAWINGS) CONCRETE SLAB(PER STRUCTURAL DRAWINGS) 001 a 4 2 8 o T.B.D. T.B.D. 2 LEAVES Telephone 646.866.6933 `_ ° 518 PROPRIETARY ME 003a 5' - 81" 6' - 1" T.B.D. T.B.D. 2 LEAVES/45 MIN. WWW.deriveengineers.com ' ° " 5/8"PROPRIETARY TYPEA GWB(MOISTURE&MOLD RESISTANT IN BATHROOMS) FPSC DOORS 004a 2' - 10" 8' - 0" T.B.D. T.B.D. 2 5I81INSULATING CONCRETE FORM(RIGID RESISTANT IN BATHROOMS) CIVIL ENGINEER: o NsuLArloN) 005a 2 10 8 0 T.B.D. T.B.D. 7/8"FURRING CHANNELS ' _ " ' " 0 2x6'STUD @ 16"O.C. - " 2x6"WD,STUD @ 16"O.C. ~ 51/2'MINERAL SOUND ATTENUATION 006a 2' - 10° 8' - 0° T.B.D. T.B.D. a " 518 PROPRIETARY TYPE-X MOISTURE&MOLD QQ,7a 2' - 1Q" 8' - Q11 T.B.D. T.B.D. RESISTANT GWB APPLIED TO FURRING CHANNELS 31/21'MINERAL SOUND ATTENUATION 008a 5" - 1"" 8' - 0" T.B.D. T.B.D. o 518"PROPRIETARY TYPE X GWB(MOISTURE 8 MOLD C7 �� „ CHA 009b 3 - 0 8 - 0 T.B.D. T.B.D. 45 MIN. FPSC DOOR 400 Capital Boulevard, Suite 301 EXTERIOR ICF FOUNDATION WALL RESISTANT ON GARAGE AND MECHANICAL ROOM SIDE = STEEL DECK(PER STRUCTURAL DRAWINGS) Rocky Hill, CT 06067 <EX)2 OF WALL) cc 010a 3' - 0" 8' - 0" T.B.D. T.B.D. 45 MIN. FPSC DOOR Telephone 860.855.1055 W/ MASONRY VENEER a APPROVED TYPE HANGER,CLIP AND FASTENER 011a 2' - 10" 8' - 0" T.B.D. T.B.D. www.chacompanies.com 5/8'PROPRIETARY TYPEA GWB(MOISTURE&MOLD INTERIOR 1 HR FIRE RATED PARTITION RESISTANT IN BATHROOMS) I N9 SCALE: 1 1/2"= 1'-0" 25-GA SPACED 24"O.C.3"ON EACH SIDE OF WALLBOARD END 012a 2' - 10" 7' - 8" JL 101b 5' - 1" 10' - o" T.B.D. T.B.D. SLIDING DOOR INTERIOR 2X6 STUD WALL 91 2" UL#U305 518"PROPRIETARYTYPE-XGWB za FURRING HAT CHANNELS 102a 2' - 10" 8' - 0" T.B.D. T.B.D. MATERIAL LEGEND 3/4"HORIZONTAL WOOD SIDING IN3 � / ) SCALE: 1 1/2"= 1'-0" 103a 3' - 4 1/4" 10' - 0" T.B.D. T.B.D. SLIDING DOOR W/ GWB BOTH SIDES 31/2'MINERAL SOUND ATTENUATION „ VERTICAL FURRING STRIPS/AIR VENTILATION 5/8'PROPRIETARYTYPE•X GWB PER B.C.R302.6 103b 3 - 4 1/4 10 - 0 T.B.D. T.B.D. SLIDING DOOR CONCRETE 11/2"ZIP SYSTEM INSULATED R-SHEATHING PANEL 5/8"PROPRIETARY TYPEA GWB(MOISTURE&MOLD °' - TABLE 108a 2' - loll 8' - 0" T.B.D. T.B.D. \7 _ {ri> ;h > r cR6.6) RESISTANT IN BATHROOMS) o TYPICAL 1 HR FIRE RATED CEILING ASSEMBLY 109a 2' - 10° 8' - o" T.B.D. T.B.D. x y� �' 2x4"WD,STUDS @ 16"O,C. 4'CLOSED CELL POLYURETHANE FOAM INSULATION SCALE: 1 1/2"= 1'-0" 109b 2' - l ill 8' - 0" T.B.D. T.B.D. SLIDING DOOR '�\�-.F;;� (R-26) UL#G524 IN GARAGE GROUT OR MORTAR 2x8 WD,STUD @16"O,C, = 2x6"WD.STUDS@16"O.C' S/8'PROPRIETARYTYPE-XGWB a 2' - 11" 8' - 0" T.B.D. T.B.D. SLIDING DOOR N 113a 2' - 10" 8' - 0" T.B.D. T.B.D. 3112"MINERAL SOUND ATTENUATION „ PAVERS FINISH PER SCHEDULE) 114a 2' - 10" 8' - 0" T.B.D. T.B.D. 518"PROPRIETARY TYPE X GWB(MOISTURE&MOLD IN 1 Q INTERIOR 2X8 STUD WALL (8 ) 1"XPS INSULATION ,� , STONE RESISTANT IN BATHROOMS) SCALE: 1 1/2"= 1'-0" 115a 5 - 6 10 - 0 T.B.D. T.B.D. SLIDING DOOR 2x6"WD.STUDS @ 16,O.C. W/ GWB BOTH SIDES ADJUSTABLE PEDESTAL 1 - 1� 1 - 116a 2 10 8 Oil T.B.D. T.B.D. DRAINAGE MAT WATERPROOFING MEMBRANE 117a 2' - 10" 8' - 0" T.B.D. T.B.D. BATT INSULATION 5/81 PROPRIETARY TYPEA GWB(MOISTURE&MOLD 118a 2' - 10" 8' - 0" T.B.D. T.B.D. <EX>3EXTERIOR 2X8 STUD WALL RESISTANT IN BATHROOMS) SCALE: 1 1/2"= 1'-0° W/ WOOD SIDING 119a 2' - 10" 8' - 0" T.B.D. T.B.D. INTERIOR 2X6 STUD WALL (10") INSULATION IN4 SCALE:1 1/2"= 1'-0" — SLOPED CONCRETE SLAB(1/8 PER 1 FT.)(PER STRUCTURAL Sliding Doors &Windows Schedule ;< y W/ GWB BOTH SIDES DRAWINGS) Window No. Width Height Manufacturer Model Comments 3/4"HORIZONTAL WOOD SIDING 5/8'PROPRIETARY TYPEA GWB STEEL i VERTICAL FURRING STRIPS/AIR VENTILATION 1/2"PLYWOOD 008A 3' - 7 3/4" 5' - 4" T.B.D. T.B.D. 11/2'ZIP SYSTEM INSULATED R-SHEATHING PANEL = 3 1/2'MINERAL SOUND ATTENUATION 008B 9' - 11"" 8' - 7 1/2" T.B.D. T.B.D. WIDTH INCLUDES (R s,$) DOOR#008b MASONRYVENEER 4"CLOSED CELL POLYURETHANE FOAM INSULATION 6"CLOSED CELL POLYURETHANE FOAM INSULATION(R-39) 009A 20' - 0" 8' - 7 1/2" T.B.D. T.B.D. SLIDING DOORS ` (R 26) N o n n � - 1 11 1 11 2x4 WD.STUD @ 16"O.C. 2x6 WD.STUDS @ 16 0 C 011 A 10 - 0 3/4 8 - 7 1/2 T.B.D. T.B.D. co STEEL DECK(PER STRUCTURAL DRAWINGS) 011B 6' - 7 3/4" 8' - 7 1/2" T.B.D. T.B.D. WIDTH INCLUDES CONTINUOUS WOOD BLOCKING `r o — — — — 5/8"PROPRIETARY TYPEA GWB APPROVED TYPE HANGER,CLIP AND FASTENER DOOR#011 b 101A 23' - 2 1/4" 10' - 0" T.B.D. T.B.D. WIDTH INCLUDES 2x4 WD.STUD @ 16'O.C. 25-GA SPACED 24"O.C.3"ON EACH SIDE OF WALLBOARD END DOOR#101 a /2 FINISH WOOD 5/8'PROPRIETARY TYPE-X GWB(MOISTURE&MOLD INTERIOR 2X8 STUD WALL (7 3/4") FURRING HAT CHANNELS - �� " SLIDING PANELS RESISTANT IN BATHROOMS) IN5 SCALE: 1 1/2"= 1'-0 101 B 6 8 6 - 3 T.B.D. T.B.D. W/ GWB BOTH SIDES 104A 6' - 8" 6' - 3" T.B.D. T.B.D. PLYWOOD 5/8"PROPRIETARYTYPE-X GWB PEB.C.R302.6 104B 2' - 11 3/4" 6' - 3" T.B.D. T.B.D. 5/81 2X4 DOUBLE STUD WALL RESISTANT N�BATHROOMS)ARY TYPEA WB(MOISTURE&MOLD TABLE 105A 40' - 3 1/2" 10' - 0" T.B.D. T.B.D. WIDTH INCLUDES <E)X4EXTERIOR SCALE:11/2"= 1'-0" (12" W/ WOOD SIDING TYPICAL 1 HR FIRE RATED ROOF ASSEMBLY �� � '� DOOR#105a GYPSUM BOARD ) III 105B 18 - 2 1/4 10 - 0 T.B.D. T.B.D. • SCALE; 1 1/2- 1-o IN MECHANICAL ROOM 107A 20 0 10 0 T.B.D. T.B.D. SLIDING DOORS 2X4"WD,STUDS @ 16 O.C. UL#G524 ' _ " ' - " � 108A 10' - 0" 10' - 0" T.B.D. T.B.D. 0 3112,MINERAL SOUND ATTENUATON 3/4,HORIZONTAL WOOD SIDING 110A 19, - 11 10' - 0" T.B.D. T.B.D. VERTICAL FURRING STRIPS/AIR VENTILATION `r °. a CAST CONCRETE WALL 3/4" (PER STRUCTURAL DRAWINGS) „ „ 11/2,ZIP SYSTEM INSULATED R-SHEATHING PANEL N o0 4 -° 110B 4 - 0 10 - 0 T.B.D. T.B.D. (R ss) o ; : 110C 4' - 0" 10' - 0" T.B.D. T.B.D. Nn k xx. 4'CLOSED CELL POLYURETHANE FOAM INSULATION ' ` ' e a. ' ' 110D 10' - 0 3/4" 10' - 0" T.B.D. T.B.D. N rt (R26) o 7/81 FURRING CHANNELS 111A 7' - 10 1/4° 22' - 6 1/2" T.B.D. T.B.D. 0 2x4 STUD @ 16'O.C. 5/8"PROPRIETARY TYPE-X GWB APPLIED TO FURRING 112A 6' - 7" 10' - 0" T.B.D. T.B.D. CHANNELS 113A 3' - 5 1/2' 8' - 0" T.B.D. T.B.D. � 2x4 STUD @i6"O.C. IN6 INTERIOR CONCRETE WALL @STAIRS 115A 16; - o" „ 8; - o;; T.B.D. T.B.D. SCALE: 1 1/2"= 1'-0" 116A 10 - 0 3/4 8 - 0 T.B.D. T.B.D. 5/8'PROPRIETARYTYPE-XGWB(MOISTURE&MOLD 117A 12' - 2 3/4" 3' - 4" T.B.D. T.B.D. RESISTANT IN BATHROOMS) 119A 10' - 0 3/4" 8' - 0'" T.B.D. T.B.D. 119B 10' - 1" 10' - 0" T.B.D. T.B.D. No. Date Issue EXTERIOR 2X4 DOUBLE STUD WALL 119C 5' - 10 3/4" 6' - 9" T.B.D. T.B.D. 04.14.2023 Building Department <EX>41SCALE: 1 1/2"= 11-0° „ Submittal (10 1/4") W/ WOOD SIDING Skylight Schedule No. Width Length Manufacturer Model Comments 107B 4'-0" 24'-5 1/4" T.B.D. T.B.D. 111B 3'-10 3/4" 7'-10 1/4" T.B.D. T.B.D. Appliance Schedule Mark Room # Description Manufacturer Model Count A STORAGE 005 30" REFRIGERATOR W/ FREEZER SUBZERO T.B.D. 1 B STORAGE 005 24" WINE COLUMN SUBZERO T.B.D. 1 C GUEST BEDRM 24" REFRIGERATOR DRAWERS SUBZERO T.B.D. 1 >0 , . Oil D GUEST BEDRM PLUG-IN INDUCTION HOT PLATE UNIT T.B.D. T.B.D. 1Oil �Lt E PANTRY 30" REFRIGERATOR W/ FREEZER SUBZERO T.B.D. 1 F KITCHEN 104 36" REFRIGERATOR/W FREEZER SUBZERO T.B.D. 1 G KITCHEN 104 24" DISHWASHER MIELE T.B.D. 2 k"r H KITCHEN 104 36" INDUCTION RANGE WOLF T.B.D. 1 1 KITCHEN 104 36" DOWNDRAFT HOOD WOLF T.B.D. 1 J KITCHEN 104 24" WARMING DRAWERS WOLF CW24/S 1 K KITCHEN 104 24" MICROWAVE OVEN WOLF MDD24TE/S/T 1 H L LIVING 105 24" DISHWASHER DRAWER FISHER & T.B.D. 1 Fr PAYKEL T�001 M LIVING 105 24" REFRIGERATOR DRAWERS SUBZERO T.B.D. 1 Index of drawings/ N LAUNDRY 113 30" DRYER ASKO T611VU.W.0 l O LAUNDRY 113 30" WASHING MACHINE ASKO W6124X.W.0 1 Notes/ Wal Types/Schedules Fisher Island House 2680 Peninsula Road Generated by REScheck-Web Software Fishers Island, NY 06390 •:. .� w ARCHITECT: Compliance Certificate ° .G �� m�►� ; t P _ ..,,..........._..-_..P.�._.-.._._._._.......__....._._e.....,....,.._. _. ..._- ..__......-..r..-.___....y�_ti.....___..........._-. __ - .-............_.._...�__....._..._,_._......_......, _ . -............ -._ ..,......_,__._w..,...-....,,,....._..,.........u. _ ... --...... _ _ .._.d_............ "fir Lv, 105A1 Door:Glass Door(over 50%glazing) 1st fl.EX.3 column face SE:Wood Frame,24"D.C. 104E Window:Metal Frame 008b Door:Glass Door(over 50%glazing)9 13.0 6.6 0.051 0.060 0 1SHGC:0.40 50 0.320 0.320 16 16 Orientation:Front SHGC:0.40 19 0.320 0.320 6 6 SHGC:0.40 28 0.320 0.320 9 9 Orientation:Back 1st ff.EX.3 column face S:Wood Frame,24"D.C. Orientation:Front Orientation:Front Project 1408 Fisher House 105A2 Door:Glass Door(over 50%glazing) Orientation:Front 26 13.0 6.6 0.051 0.060 1 2 1st fl,EX.3 column face E:Steel Frame,16"D.C. 008E Window:Metal Frame M 12 13.0 6.6 0.069 0.060 1 1 SHGC:0.40 99 0.320 0.320 32 32 1st fl.EX.3 beam face S:Wood Frame,24"D.C. Orientation:Left side SHGC:0.40 58 0.320 0.320 19 19 Murphy Burnham& Buttricks Architects Orientation:Back 117 39.0 6.6 0.030 0.060 4 7 Orientation:Front Energy Code: 2018 IECC Orientation:Front Garden level EX.1 slab edge N:Solid Concrete or 48 West 37th Street. 14th Floor Location: Suffolk Count New York 110A Window:Metal Frame Masonry 84 0.0 12.0 0.067 0.098 6 8 Garden level Slab-on-Grade:Slab-On-Grade 1st fl.EX.4 S:Wood Frame,24"o.c. ye SHGC:0.40 113 0.320 0.320 36 36 Orientation:Front 187 26.0 6.6 0.036 0.060 3 4 Orientation:Back (Unheated) New York, NY 10018 Construction Type: Single-family Orientation:Back Garden level EX.2 slab edge NE:Solid Concrete or Insulation depth:4.0' 423 10.4 0.355 0.360 0 0 110D Window:Metal Frame Insulation position:Full Insulated(uniform R-value Telephone 212.768.7676 Project Type: New Construction lOBA Window:Metal Frame Masonry 42 0.0 12.0 0.067 0.098 3 4 p Y p Orientation: Bldg.faces 180 de from North SHGC: Lion 116 0.320 0.320 37 37 across perimeter and under slab) SHGC:0.40 66 0.320 0.320 21 21 Orientation:Left side 9• Orientation:FrontwwW.mbbarch.COm Orientation:Back Garden level EX.1 N:Insulated Concrete Forms Conditioned Floor Area: 10,269 ft2 Garden level EX.1 slab edge S:Solid Concrete or 1st fl.EX.3 SW:Wood Frame,24"D.C. Orientation:Back Glazing Area 40% 105A Window:Metal Frame Orientation:Right side 785 26.0 6.6 0 036 0.060 20 33 Masonry 54 0.0 12.0 0.067 0.098 4 5 SHGC:0.40 263 0.320 0.320 84 84 Orientation:Front Wall height:10.6' 1,250 24.0 0.032 0.059 40 74 Climate Zone: 4 (5999 HDD) Orientation:Back 112A Window:Metal Frame Depth below grade:10.6' Garden level EX.2 slab edge S:Solid Concrete or STRUCTURAL ENGINEER: Permit Date: SHGC:0.40 66 0.320 0.320 21 21 Insulation depth: 10.6' 1st fl.EX.3 beam face N:Wood Frame,24"D.C. Masonry 10 0.0 12.0 0.067 0.098 1 1 119 39.0 6.6 0.030 0.060 4 7 Orientation:Right side Permit Number: Orientation:Back Orientation:Front Garden level EX.1 5:Insulated Concrete Forms 115A Window:Metal Frame Orientation:Front 1st ff.and Garden level EX.4 E:Wood Frame,24"D.C. Garden level EX.2 slab edge W:Solid Concrete or , Orientation:left side 444 26.0 6.6 0.036 0.060 6 10 SHGC:0.40 128 0.320 0.320 41 41 Wall height:9.3' 740 24.0 0.033 0.059 24 44 Construction Site: Owner/Agent: Des!( ner/Contractor: Masonry 20 0.0 12.0 0.067 0.098 1 2 � Orientation:Right side Depth below grade:9.3' a SilmaLn 2680 Peninsula Road R.Bradford Burnham Mar Burnham 110E Window:Metal Frame Orientation:Right side ✓ 119C Window:Metal Frame Insulation depth:9.3' Fisher Island,New York 06390 c/o John Mealy MBB Architects MBI?Architects SHGC:0.40 51 0.320 0,320 16 16 Garden level EX.1 slab edge SW:Solid Concrete or 40 Fifth Avenue 48 West 37th Street Orientation:Left side SHGC: lion 40 0.320 0.320 13 13 Garden level E Right SW:Insulated Concrete Forms Silman Masonry 47 0.0 12.0 0.067 0.098 3 5 Orientation:Right side Orientation:Right side Apartment 12E 14th floor 110C Window:Metal Frame Orientation:Right side 32 Old Slip, 10th Floor New York,New York 10011 New York,New York 10018 1st fl.EX.3 column face SW:Wood Frame,24"o.c. Wall height:9.8' 675 24.0 0.033 0.059 22 40 SHGC:0.40 53 0.320 0.320 17 17 23 13.0 6.6 0.051 0.060 1 1 Garden level EX.2 slab edge SE:Solid Concrete or Depth below grade:9.8' 2127687676 x13 212 7687676 Orientation:Right side P 9 New York, NY 10005 Orientation:Left side Masonry 20 0.0 12.0 0.067 0.098 1 Z Insulation depth:9.8' jmealy@mbbarch.com mbrunham@mbbarch.com 1st ff.EX.3 column face W:Wood Frame,24"D.C. Orientation:Front 111A Window:Metal Frame 21 13.0 6.6 0.051 0.060 1 1 Telephone 212.620.7970 Orientation:Right side Garden level E Right W:Insulated Concrete Forms p Garden level EX.2 slab edge E:Solid Concrete or Orientation:Right side www.Sllman.COm SHGC: 7 0.320 57 43 39.0 6.6 0.030 0.060 1 3 ry Wall height:9.3' 269 24.0 0.033 0.059 9 16 Orientation:Left side 1st fl.EX.3 beam face W:Wood Frame,24"D.C. Mason 19 0.0 12.0 0.067 0.098 1 2 Depth below grade:9.3' z<.�.ak,isa � •years,-.•awe Orientation:Right side Orientation:Left side 1st fl.EX.3 E:Wood Frame,24"D.C. 185 26.0 6.6 0.036 0.060 6 10 Compliance:7, 11 ia.2/°Be _.. ._.. .., __ _ Orientation:Left side 1st ff.EX.3 W:Wood Frame,24"o.c. Garden level EX.2 E:Insulated Concrete Forms Insulation depth:9.3' Better Than Code Maximum UA: 1650 Your UA: 1415 Maximum SHGC: 0.40 Your SHGC: 0.40 513 26.0 6.6 0.036 0.060 11 19 230 24.0 0.044 0.098 9 21 e 107A Door:Glass Door(over 50%glazing) Orientation:Right side Orientation:Left side Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other MEP ENGINEER: The%Better or Worse Than Code Index reflects how close iv compliance the house is based on code trade-off rules. SHGC:0.40 23 0.320 0.320 7 7 105a Door:Glass Door(over 50%glazing) 008A Window:Metal Frame calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in It DOES NOT prov,de an estimate of energy use or cost relative to a minimum-code home. P PP• P P 9 9 q Orientation:Left side SHGC:0.40 35 0.320 0.320 11 11 SHGC:0.40 19 0.320 0.320 6 6 REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. DERIVE Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade Orientation:Right side Orientation:Left side 1st fl.EX.3 column face N:Wood Frame,24"D.C. assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Orientation:Back 22 13.0 6.6 0.051 0.060 1 1 105A1 Door:Glass Door(over 50%glazing) Garden level EX.2 NE:Insulated Concrete Forms ENGINEERS 711 24.0 0.044 0.098 18 41 SHGC:0.40 50 0.320 0.320 16 16 Orientation:Left side Name-Title Signature Date 1st fl.EX4 NE:Wood Frame,24"D.C. g 602 26.0 6.6 0.036 0.060 13 22 Orientation:Right side Orientation:Left side 009A1 Door:Glass Door(over 50%glazing) 1056 Window:Metal Frame SHGC:0.40 114 0.320 0.320 36 36 Derive Enginners Envelope Assemblies 113A Window:Metal Frame SHGC:0.40 109 0.320 0.320 35 35 Orientation:Left side SHGC:0.40 28 0.320 0.320 9 9 665 Broadway Suite 701 ft side Orientation:Right side Orientation:Le s 009a Door:Glass Door(over 50%glazing) t ' ��rJ ► ] ]' i�•X 6 1st fl.EX.3 S:Wood Frame,24"D.C. SHGC:0.40 32 0.320 0.320 10 10 New York, NY 10012 116A Window:Metal Frame 806 26.0 6.6 0.036 0.060 17 28 Orientation:Front Orientation:Left sideSHGC:0.40 80 0.320 0.320 26 26 Telephone 646.866.6933 _-.._............._...__.._.__...._._..._-..._...._.bly__--_ Ceiling ,........,. _-...__. - �_ Orientation:Left side 101a Door:Glass Door(over 50%glazing) 011A1 Door:Glass Door(over 50%glazing) Garden level Roof Terrace Assembly;flat Ceiling or www.deriveengineers.com Scissor Truss 714 39.0 15.6 0.020 0.026 14 19 117A Window:Metal Frame SHGC:0.40 47 0.320 0.320 15 15 SHGC:0.40 29 0.320 0.320 9 9 g SHGC:0.40 40 0.320 0.320 13 13 Orientation:Front Orientation:Left side 1st floor Roof Assembly:Cathedral Ceiling 4,975 39.0 5.0 0,023 0.026 ill 126 Orientation:Left side 101A1 Door:Glass Door(over 50%glazing) 009A Window:Metal Frame Skylight 1:Metal Frame 119A Window:Metal Frame SHGC:0.40 44 0.320 0.320 14 14 SHGC:0.40 58 0.320 0,320 19 19 CIVIL ENGINEER: SHGC:0.40 98 0.550 0.550 54 54 SHGC:0.40 80 0.320 0.320 26 26 Orientation:Front Orientation:Left side Skylight 2:Metal Frame Orientation:Left side 101A2 Door:Glass Door(over 50%glazing) 011A Window:Metal Frame SHGC:0.40 30 0.550 0.550 17 17 1st fl.EX.3 SE:Wood Frame,24"D.C. SHGC:0.40 47 0.320 0.320 15 15 SHGC:0.40 58 0.320 0.320 19 19 1st ff.EX.3 N:Wood Frame,24"D.C. Orientation:Front 387 26.0 6.6 0.036 0.060 9 15 Orientation:Front Orientation:Left side 1,351 26.0 6.6 0,036 0.060 14 23 101A Window:Wood Frame Garden level EX.2 SE:Insulated Concrete Forms Orientation:Back 11961 Door:Glass Door(over 50%glazing) 286 24.0 0.044 0.098 10 22 11OAl Door:Glass Door(over 50%glazing) SHGC:0.40 34 0.320 0.320 11 11 SHGC: Lion 93 0.320 0.320 30 30 Orientation:Front Orientation:Front Orientation:Front 011b Door:Glass Door(over 50%glazing) CHA SHGC: Lion 100 0.320 0.320 32 32 1016 Window:Metal Frame g 400 Capital Boulevard, Suite 301 Orientation:Back 115a Door with transom:Glass Door(over 50% SHGC:0.40 28 0.320 0.320 9 9 108A1 Door:Glass Door(over 50%glazing) glazing) SHGC: Lion 43 0.320 0.320 14 14 Orientation:Front SHGC:0.40 34 0.320 0.320 11 11 SHGC:0.40 32 0.320 0.320 10 10 Orientation:Front 0118 Window:Metal Frame Rocky Hill, CT 06067 Orientation:Back Orientation:Front 104A Window:Metal Frame SHGC:0.40 29 0.320 0.320 9 9 SHGC:0.40 43 0.320 0.320 14 14 Orientation:Front Telephone 860.855.1055 10761 Door:Glass Door(over 50%glazing) 119E Window:Metal Frame Orientation:Front SHGC:0.40 244 0.320 0.320 78 78 SHGC:0.40 67 0.320 0,320 21 21 Garden level EX.2 S:Insulated Concrete Forms www.chacompanies.com' Orientation:Back Orientation:Front Orientation:Front 175 24.0 0.044 0.098 4 9 Project Title: 1408 Fisher House Report date: 03/14/23 Project Title: 1408 Fisher House Report date: 03/14/23 Project Title: 1408 Fisher House Report date: 03/14/23 Project Title: 1408 Fisher House Report date: 03/14/23 Project Title: 1408 Fisher House Report date: 03/14/23 Data filename: Page 1 of13 Data filename: Page 2 ofl3 Data filename: Page 3 ofl3 Data filename: Page 4 ofl3 Data filename: Page 5 of13 Section Section Section Section REScheck Software Version REScheck-Web Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified Plans Verified Field Verified # Foundation Inspection Complies? omments/Assumptions # Framing/Rough-In Inspection) Complies? Comments/Assumptions # Framing/Rough-In Inspection Complies? Comments/Assumptions # Insulation Inspection Complies, Comments/Assumptions Value Value Value Value Value Value Value Value ■ ■ & Req.ID -- - - ------ ---- --- -- - I-C ------- & Req.l� �- &Req.ID & Re IDI -� - -- - - -- - - ---- - - - ---� --- - -- -- -- ---- q•1ns ection Checklist - Assemblies-- 402.1.2 Slab edge insulation R-value. R-- R-- ❑Complies See the Envelope Assemblies 402,1.1, Glazing U-factor(area-weighted U- U-- ❑Complies See the Envelope Assemblies 403.3.6(1, Ducts partially or completely ❑Complies Requirement will be met. 303.1 All installed insulation is labeled ❑Complies Requirement will be met. [F0111 ❑ Unheated ❑ Unheated ❑Does Not table for values. 402.3.1, average). ❑Does Not table for values. 2) buried in ceiling insulation have []Does Not [IN13]2 or the installed R-values []Does Not Energy Code: 2018 IECC _ ❑ Heated ❑ Heated ❑Not Observable 402.3.3, [FR2613 an insulation R-value not less provided. ❑Not Observable ❑Not Observable ,+ ❑Not Observable 402.5 cr than R-8,the sum of the ceiling Requirements: 100.0%were addressed directly in the REScheck software ❑Not applicable (FR21' ❑Not Applicable insulation R-value against and ❑Not Applicable ❑Not Applicable Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen. For each ----- ------ ---- ------ ----- --___ kr above the top of the duct,and 402.1.1, Wall insulation R-value.If this is a R-- R-- ❑Complies See the Envelope Assemblies 402.1.2 Slab edge Insulation _ft -ft ❑Complies See the Envelope Assemblies ------ ----- - -----------.- against and below the bottom of 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception [F0311 depth/length. []Does Not table for values. 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. the duct,is>=than R-19, 402.2.6 wall insulation on the wall Mass Mass is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. *} [FR4] are determined in accordance ❑Does Not excluding the R-value of the duct [IN311 exterior,the exterior insulation ❑ ❑ ❑Not Observable ❑Not Observable with the NFRC test procedure or insulation. ❑ Steel ❑ Steel ❑Not Applicable ❑Not Observable ___ e> requirement applies(FR10). pp able Section ( _❑Not Applicable taken from the default table. ----- Plans Verified Field Verified , ---- --"-- --- ❑Not Applicable 403.3.7 Ducts declared to be within the ❑Complies Requirement will be met. # Pre-Inspection/Plan Review Complies. Comments/Assumptions 402.1.1 Conditionedbasementwall R- R- ❑Com lies See the Envelope Assemblies - -- - -- --- ------ - 3 &Re ID Value Value 1 p table for values. 402.1.1, Skylight U-factor. U- U- ❑Com Iles See the Envelope Assemblies [FR28] Conditioned space are either 1) ❑Does Not q _. __-_ _ _.__ ._. _ _ [F04] Insulation R-value.Where interior R- R_ ❑Does Not p table for values. t, completely within the continuous 303.2 Wall Insulation is Installed per ❑Complies Requirement will be met. 103.1, Construction drawings and ❑Complies Requirementwill be met. g; insulation is used,verification 402.3.3, ❑Does Not air barrier and within the building ❑Not Observable 1 103.2 documentation demonstrate ❑Does Not may need to occur during ❑Not Observable 402.3.6, [fN41 manufacturer's instructions. ❑Does Not [PR111 energy code compliance for the Insulation inspection.Not ❑Not Applicable 402.5 ❑Not Applicable ❑Not Observable F []Not Observable thermal envelope,2)buried pp•cable building envelope.Thermal required in warm-humid locations [ R511 ❑Not Applicable within ceiling insulation In ❑Not Observable envelope represented on ❑Not Appficable in Climate Zone 3. to accordance with Section Not Applicable P P R403.3.6 and the air handler is construction documents. - -- -- located completely within the Additional Comments/Assumptions: -. 303.2 Conditioned basement wall ❑Complies Requirement will be met. 402.1.1 Mass wall exterior insulation R- R- R- ❑Complies See the Envelope Assemblies P y 103.1, Construction drawings and ❑Complies Requirementwill be met. [F0511 insulation installed per ❑Does Not 1 1 table for values. continuous air barrier and within [FR10] value.If more than /x wall the ❑Does Not the building thermal envelope 103.2, documentation demonstrate ❑Does Not i�, manufacturer's instructions. ,insulation is on the wall interior, 9 403.7 energy code compliance for ❑Not Observable <_a ❑Not Observable and the duct leakage is<= 1.5 [PR311 lighting and mechanical systems. ❑Not Observable ❑Not Applicable the interior Insulation 9 9 Y -.- -___ ___ ______ _--_-___..- - requirement applies and ❑Not Applicable cfm/100 square feet of Systems servingmultiple ❑Not 4pplicable conditioned floor area served b �$ dwelling units must demonstrate [F06119 Conditioned basement wall -ft _ft ❑Complies table forEvalule . Assemblies verification may need c occur the duct system,or 3)the ceiling 9 [F061 Insulation depth of burial or ❑Does Notduring Insulation Inspection. compliance with the IECC ti distance from top of wall, --- ------ - insulation R-value installed Commercial Provisions. ❑Not Observable 303.2 Mass wall exterior insulation ❑Complies Requirement will be met. against and above the insulated -- --- ----- -" - - - - ----i-"--- ----- ❑Not Applicable [FR1111 Installed per manufacturer's ❑Does Not duct>=to the proposed ceiling 302.1, Heating and cooling equipment is Heating: Heating: ❑Complies Requirementwill be met. -- - --------- - -- --- 4a instructions. insulation R-value,less the R- 403.7 sized per ACCA Manual S based Btu/hr- Btu/hr- ❑Does Not 303.2.1 A protective covering is installed ❑Complies Requirement will be met. []Not Observable value of the insulation on the [FO1112 to protect exposed exterior ❑Does Not ❑Not Applicable - - --------------------------- ---------------- -------- [PR212 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr_ Btu/hr- ^ insulation and extends a N ----------- ---- - ---- 403.4 HVAC piping conveying fluids R-- R-- ❑Complies Requirement will be met. approved by the code official. ❑Not Applicable minimum of 6 In.below grade. ❑ of Observable 402.4.1.1 Air barrier and thermal barrier [ Complies Requirement will be met. [FR1712 above 105 QF or chilled fluids ❑Does Not ❑Not Applicable-_- [FR231 installed per manufacturer's []Does Not c - --- -- --- --- instructions. below 55 Fare Insulated to zR- ❑Not Observable 403.9 Snow-and ice-melting system ❑Complies Exception:Requirement Is ?' ❑Not Observable 3• [FO12]2 controls installed. ❑ not applicable. ❑Not Applicable Additional Comments/Assumptions: Does Not PP --_ - ❑Not Applicable - ------ -- ------ --- - 403.4.1 Protection of insulation on HVAC []Complies Requirement will be met. []Not Observable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR2411 piping. ❑Does Not ❑Not Applicable [FR20] is listed and labeled as meeting ❑Does Not -- AAMA/WDMA/CSA 101/l.5.2/A440 ❑Not Observable Additional Comments/Assumptions: or has infiltration rates per NFRC []Not Observable P - - ❑Not Applicable 400 that do not exceed code ❑Not Applicable ----- ---- ----- ---- - --- ----- --- --------------------------- limits. 403.5.3 Hot water pipes are insulated to R-- R-- ❑Complies Requirement will be met. [FR1812 aR-3. ❑Does Not 402.4.5 IC-rated recessed lighting fixtures - -- ❑Complies Requirement will be met. [FR1612 sealed at housing/interior finish ❑Does Not " ❑Not Observable and labeled to indicate<_2.0 cfm ❑Not Applicable leakage at 75 Pa. ❑Not Observable -- - -- -- -------------- ----- ❑Not Applicable 403.6 2 Automatic or gravity dampers are ❑Complies Requirement will be met. ------------------ - -- - - ---- -- - -- - - -------------- - [FR19] installed on all outdoor air ❑Does Not 403.3.1 Supply and return ducts In attics ❑Complies Requirement will be met. Intakes and exhausts. [FR12]1 insulated>-R-8 where duct is ❑Does Not ❑Not Observable y. >=3 inches in diameter and>= _ - ONot Applicable R-6 where<3 inches.Supply and []Not Observable return ducts in other portions of ❑Not Applicable Additional Comments/Assumptions: the building insulated>=R-6 for diameter>=3 inches and R-4.2 for<3 inches in diameter. 403.3.2 Ducts,air handlers and filter - ❑Complies Requirement will be met. [FR1311 boxes are sealed with []Does Not f� Joints/seams compliant with International Mechanical Code or []Not Observable International Residential Code,as ❑Not Applicable applicable. 403.3.5 Building cavities are not used as []Complies Requirement will be met. (FR15]3 ducts or plenums. ❑Does Not a, ❑Not Observable ❑Not Applicable 1 Hi h impact(Tier 1) 2 Medwm Impact(Tier 2) 3 iLow Impact(Tier 3) 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(Ti 3) 1 Hi h Impact(Tier 1) 2 �� -- _9 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 - -- - C - - -- ---- ----- ----�- ---- --Ti -.._ I g--P-- �- - -- - -- -1 - - --- - - I --- ---- - -- - Project Title: 1408 Fisher House Report date: 03/14/23 Project Title: 1408 Fisher House Report date: 03/14/23 Project Title: 1408 Fisher House Report date: 03/14/23 Project Title: 1408 Fisher House Report date: 03/14/23 Project Title: 1408 Fisher House Report date: 03/14/23 Data filename: Page 6 ofl3 Data filename: Page 7 of13 Data filename: Page 8 of13 Data filename: Page 9 ofl3 Data filename: Page 10 ofl3 Section Section Section P f' Field Verified Plans Verified Verified Field Verified Plans Ve f Plans Verified Field Verified Io # final Inspection Provisions C nts Assum tion P Value Value omplies. Comme p s # i Final Inspection Provisions Complies. Comments/Assumptions # Final Inspection Provisions � Compiles. Comments/Assumptions & Recl & Req.ID�- Value Value &Re ID Value Value -- - -- -- --- -------- - -i ---- 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelo?e Assemblies 403.6.1 All mechanical ventilation system []Complies Requirement will be met. 303.3 Manufacturer manuals for ❑Complies Requirement will be met. 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. [F125]2 fans not part of tested and listed ❑Does Not [FI18]3 mechanical and water heating ❑Does Not {�pr'• ■n /+ ■R{{�+ ^ 402.2.2, Steel Steel HVAC equipment meet efficacy systems have been provided. ❑Not Observable E 1 �I 'c i e n cy e E i [c E.e 402.2.E ❑ ❑ []Not Observable and air flow limits per Table [Fll]i ❑Not Applicable R403.6.1. ❑Not Applicable e ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies Exception:Requirement Is Additional Comments/Assumptions: 303.1.1.1, Ceiling insulation installed per ❑Complies Requirementwill be met. [FI26p through one-or two-pipe heating Does Not not applicable. systems have outdoor setback , ^ � �,;, _""- _- -- - - -----------------------"---"-------- 303.2 manufacturer's instructions. ❑Does Not ❑Not Observable N�. Date Issue (F1211 Blown insulation marked every control to lower boiler water „- - 300 ft'. ❑Not Observable temperature based on outdoor ❑Not Applicable Above-Grade Wall 32.60 ❑Not Applicable - -temperature. - ----------___----------------------- - - --- - - - - -- -- ----------- Below-Grade Wall 24.00 A 402.2,3 VPntl attics with air pprmeahle []Complies Exception:Requirement is 403.5.1.1 Heated water circulation systems ❑Complies Requirement will be met. 0`I, 14.2023 Buidling Department [F122]2 insulation include baffle adjacent ❑Does:Not not applicable. [F12811 have a circulation pump.The ❑Does Not to soffit and eave vents that system return pipe is a dedicated Floor 10.40 extends over insulation. ❑Not Observable return pipe or a cold water supply []Not Observable Submittal ___ _ ❑Not Applicable pipe.Gravity and thermos- ❑Not Applicable Ceiling/Roof 44.00 402.2.4 Attic access hatch and door R- R- ❑Complies Requirementwill be met. syphon circulation systems are Ductwork(unconditioned spaces): [F1311 insulation ZR-value of the not present.Controls for ❑Does Not circulating hot water system adjacent assembly. , �4°j:�t at3alsf §ka:.�w >,N 1eLe&r []Not Observable pumps start the pump with signal for hot water demand within the _-. i ❑Not applicable Window 0.32 0.40 - - --- - -- - ----- ----------- - -- - -- -- occupancy.Controls 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50=_ ACH 50=_ ❑Complies Requirementwill be met, automaticallyturn off the um Door 0.32 0.40 [FI1711 ach in Climate Zones 1-2,and ❑Does Not pump <=3 ach in Climate Zones 3-8. when water is in circulation loop ❑Not Observable is at set-point temperature and Skylight 0.55 0.40 ❑Not Applicable no demand for hot water exists. 403.3.3 Ducts are pressure tested to -cfm/100 -cfm/100 ❑Complies Exception:All ducts and air 403.5.1.2 Electric heat trace systems ❑Complies Requirement will be met. [F12711 determine air leakage with ft2 ft2 ❑Does Not handlers are located within [F12912 comply with IEEE 515.1 or UL ❑Does Not Heating System: either:Rough-in test:Total conditioned space. 515.Controls automatically ❑Not Observable leakage measured with a (--]Not Observable adjust the energy input to the pressure differential of 0.1 inch ❑Not Applicable heat tracing to maintain the ❑Not Applicable Cooling System: w.g.across the system including desired water temperature in the Water Heater: the manufacturer's air handler __.. _ ._._piping. enclosure if installed at time of 403.5.2 Demand recirculation water ❑Complies Requirement will be met. test,Postconstruction test:Total [F13012 systems have controls that ❑Does Not Name: Date: leakage measured with a manage operation of the pump pressure differential of 0.1 inch and limit the temperature of the []Not Observable Comments w.g.across the entire system water entering the cold water ❑Not Applicable Including the manufacturer's air piping to<=104QF. _ _ handler enclosure. 403.5.4 Drain water heat recovery units - - - - ❑Complies Exception:Requirement Is 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Exception:All ducts and air [FI31]2 tested in accordance with CSA []Does Not not applicable. IF1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not handlers are located within B55.1.Potable water-side ❑Not Observable <=3 cfm/100 ft2 without air conditioned space. pressure loss of drain water heat handler @ 25 Pa.For rough-in ❑Not Observable recovery units<3 psi for ❑Not Applicable 9 rY p tests,verification may need to ❑Not Applicable individual units connected to one occur during Framing Inspection. or two showers.Potable water- a°�t► ' 403.3.2.1 Air handler leakage designated ❑Complies -Requirementwill be met. side pressure loss of drain water heat (FI24]1 de manufacturer at<=2%of ❑Does Not -individual s connected psi for --- _- ---- -- - - { , g 4.1 design air flow. W r f". . ❑Not Observable three or more showers. ❑Not Applicable_ - 404.1 90%or more of permanent ❑Complies Requirement will be met. 403.1.1 Programmable thermostats ❑Complies Requirementwill be met. [F1611 fixtures have high efficacy lamps. ❑Does Not [F19]2 installed for control of primary ❑Does Not heating and cooling systems and []Not Observable []Not Observable ❑Not Applicable initially set by manufacturer to -__- _ ,,«.•�^" ; codes specifications. ❑Not Appficable -- p 404.1.1 Fuel gas lighting systems have ❑Complies Exception:Requirement is 403.1.2 Heat pump thermostat installed ❑Complies Exception:Requirement is [F123]3 no continuous pilot light. ❑Does Not not applicable. [FI10]2 on heat pumps. ❑Does Not not applicable. +_ []Not Observable []Not Observable ❑Not Applicable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies Requirement will be met. 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [F17]2 ❑Does Not [FI11]2 systems have automatic or ❑Does Not - --- -- ------ accessible manual controls. ❑Not Observable ❑Not Observable ❑Not Applicable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 LaN Impact(Tier 3) 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) i-1 --- J--1-- - -- r-, - -- -- �_ --- -� -j - T. - --�- - - -` ---- - -. Project Title: 1408 Fisher House Report date: 03/14/23 Project Title: 1408 Fisher House Report date: 03/14/23 Project Title: 1408 Fisher House Report date: 03/14/23 El Data filename: Page 11 of13 Data filename: Page 12 of13 Data filename: Page 13 of13 Energy Analysis Fisher Island House 2680 Peninsula Road Fishers Island, NY 06390 ARCHITECT: Murphy Burnham&Buttricks Architects 48 West 37th Street. 14th Floor New York, NY 10018 BUILDING ENVELOPE DIAGRAM-NORTH: BUILDING ENVELOPE DIAGRAM-EAST: BUILDING ENVELOPE DIAGRAM-NORTHEAST: BUILDING ENVELOPE DIAGRAM-SOUTHEAST: Telephone 212.768.7676 www.mbbarch.com WALL TYPE: AREA: WALL TYPE: AREA: WALL TYPE: AREA: WALL TYPE: AREA: EX.1 1250 sqft EX.1 0 sgft EX.1 0 sgft EX.1 0 sgft EX.1 slab edge 84 sgft EX.1 slab edge 0 sgft EX.1 slab edge 0 sgft EX.1 slab edge 0 sgft STRUCTURAL ENGINEER: EX.2 0 sgft EX.2 323 sgft EX.2 711 sgft EX.2 286 sgft EX.2 slab edge 0 sgft EX.2 slab edge 19 sgft EX.2 slab edge 42 sgft EX.2 slab edge 20 sgft EX.3 1351 sgft EX.3 185 sgft EX.3 0 sgft EX.3 387 sgft EX.3 column face 22 sgft EX.3 column face 12 sgft EX.3 column face 0 sgft EX.3 column face 9 sgft EX.3 beam face 119 sgft EX.3 beam face 0 sgft EX.3 beam face 0 sgft EX.3 beam face 0 sgft 611man EX.4 0 sgft EX.4 444 sgft EX.4 602 sgft EX.4 0 sgft Silman WINDOWS<95ft 442 sgft WINDOWS<95ft 300 sgft WINDOWS<95ft 346 sgft WINDOWS<95ft 97 sgft 32 Old Slip, 10th Floor WINDOWS=>95ft 0 sgft WINDOWS=>95ft 0 sgft WINDOWS=>95ft 0 sgft WINDOWS=>95ft 0 sgft New York, NY 10005 GLAZED DOORS 527 sgft GLAZED DOORS 0 sgft GLAZED DOORS 174 sgft GLAZED DOORS 93 sgft Telephone 212.620.7970 OPAQUE DOORS 0 sgft OPAQUE DOORS 23 sgft OPAQUE DOORS 0 sgft OPAQUE DOORS 0 sgft www.silman.com ;; . --- ------ - 1st fl.EX.3 column face 12ft2 MEP ENGINEER: --------- _1st fl.EX.3 !185 ftz DERIVE - ---- - -- ----. ENGINEERS -----lstfEX. Imam 119 ft ----- _ -- -- - E-41a ,. .3 column facefl EX z -22 ft --1st fl.and GARDEN LEVE --- ... - -_ - �• - ---1st fl.EX.3 L EX.4 _ � 1st fl.EX,4 -- -- - _- - - - - - --- ---- -_ - � � 1st fl EX 31351 ftz -- 444 ftz - ---- _ 602 ftz -- __- - - - - - � -- z i V - -_ [ = Telephone 646.866.6933 , 387 ft N LEVEL EX.1 slab edge -----GARDEN LEVEL EX.2 slab -- - - - - - ---- ---GARDENEX.2www.deriveen ineers.com g ab edge - N LEVEL EX 2 slab edge LEVEL slab e ,,. ^, •. � GARDE G z r.-•-- - - - ,__-� a � � ' GARDE - - g , 84ft 19ft 2ft _ -- ------ -- - z -- - ----- - -- - -- EX.2 - ,, , GARDEN LEVEL EX.1 r GARDEN LEVEL EX.2 GARDEN LEVEL -----GARDEN LEVEL EX.2, de de 1250 ftz / o - 230 ftz k r > y { k k F x x 711 ftz < L z „-- r rI 2asft CIVIL ENGINEER: DIAGRAM: BUILDING ENVELOPE - NORTH 2 DIAGRAM: BUILDING ENVELOPE - EAST 3 DIAGRAM: BUILDING ENVELOPE - NORTHEAST q, DIAGRAM: BUILDING ENVELOPE - SOUTHEAST CHA SCALE: 1/16°= 1'0" SCALE: 1/16°= 1'-0° SCALE: 1/16°= 1'-0" SCALE: 1/16"= V-0" 400 Capital Boulevard, Suite 301 Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com BUILDING ENVELOPE DIAGRAM-SOUTH: BUILDING ENVELOPE DIAGRAM-SOUTHWEST: BUILDING ENVELOPE DIAGRAM-WEST: WALL TYPE: AREA: WALL TYPE: AREA: WALL TYPE: AREA: EX.1 740 sgft EX.1 675 sgft EX.1 269 sgft EXA slab edge 54 sgft EX.1 slab edge 47 sgft EX,1 slab edge 20 sgft EX.2 175 sgft EX.2 0 sgft EX.2 0 sgft EX.2 slab edge 10 sgft EX.2 slab edge 0 sgft EX.2 slab edge 0 sgft EX.3 806 sgft EX.3 785 sgft EX.3 513 sgft EX.3 column face 26 sgft EX.3 column face 23 sgft EX.3 column face 21 sgft EX.3 beam face 117 sgft EX.3 beam face 0 sgft EX.3 beam face 43 sgft EX.4 187 sgft EX.4 0 sgft EX.4 0 sgft WINDOWS<95ft 371 sgft WINDOWS<95ft 234 sgft WINDOWS<95ft 109 sgft WINDOWS=>95ft 0 sgft WINDOWS=>95ft 0 sgft WINDOWS=>95ft 0 sgft GLAZED DOORS 166 sgft GLAZED DOORS 0 sgft GLAZED DOORS 85 sgft OPAQUE DOORS 0 sgft OPAQUE DOORS 0 sgft OPAQUE DOORS 0 sgft I i 1 I 1 �- - -1st fl.EX.3 beam face - -- ae 1st fl X 3 beam face 117 ftz _ � - _ - -- -- - - -- '`- - - -- - - - =---1 st column aceTIE1 fl.EX.3 co mn f z26 ftz 23 ftz21 ftz 3 ` - - --- - 4 -- r k r - ------ ---- g - - 3 E 1 st fl.E - 1 st fl.EX. X G 1st fl.EX.806 ft X �� 1 187 ft X 785 ft 513 ftz z z - z-Or' - - - _ -- -- - - - ---- - N LEVEL EX 2 slab ---------- -- ---- _ -- -- s a e g - --- -------- N LEVEL \, .,,• . . ., ; :`,,. .• ,_ GARDEN LEVEL GARDE d e _ GARDEN LEVEL GARDE EX.1 slab edge 10 ftz \ EX.1 slab edge EX.1 slab edge z I -------- - �' z g z 54 ft -- GARDEN LEVEL EX.2 47 ft 20 ft --- ¢ > --- GARDEN LEVEL EX.1 _ 175 ftz ;�' �' " GARDEN LEVEL EX.1 �`� � ------- ---- GARDEN LEVEL EX.1 740 ftz 675 ftz 269 ftz I I I 5 DIAGRAM: BUILDING ENVELOPE - SOUTH 6 DIAGRAM: BUILDING ENVELOPE - SOUTHWEST 7 DIAGRAM: BUILDING ENVELOPE - WEST SCALE: 1/16"= 1'0" SCALE: 1/16"= 1'0" SCALE: 1/16"= V-0" 7 � �x x x x x x x - --- - _- -_---- - - -- 1 -------- - ---- ------------'-------------------- - - --SKYLIGHT - -- - U-0 55 I -q� j - sa ftZ �r _ 0 - �r 0 o r oa Y �'Y y..ro I u � 1 LAB N GRAD I lstfl,S O G E --- � I moo. S" d I I - .4 i R 10 c � l7`a. 1 l I Lj 423 lab perimeter) C r•,ro 2 ft s im r P l �. I C I' o o I i� II 0 I' o 0 o. , : • , , - , �- 777 - - I ^ •� '-=;; �;' y� SKYLIGHT 1. i 1. w. W' C -� o 0 Xv LLI r U-0 55 O o ( ) , I r .. _ .. .• - U`1 H flllfffi j Ifil d k d E A --- �J No. Date Issue o _ i fl.R OFA SEMBLY o st 0 S 4975 ft 4,041 202 3 Buidlin De artment 9 p J J � � Submittal 076 0 o 1 o _ o ',o• o \ _ 0^.- LEVEL ROOF TERRACE ASSEMBLY 0 r-DA DIAGRAM: BUILDING ENVELOPE - GARDEN LEVEL PLAN Q DIAGRAM„ BUILDING ENVELOPE - 1ST FLOOR PLAN IAGRAM: BUILDING ENVELOPE - ROOF PLAN 8 SCALE. 1/16 - 1 0 SCALE. 114 =1-0 SCALE: 1/4"= 1'0" 3, . s �� OF N I i0 0 ,0*4, Energy Analysis sis j Fisher Island House 2680 Peninsula Road Fishers Island, NY 06390 ARCHITECT: T T I n �,.: _ — - __ _ _ < Murphy Burnham& Buttricks Architects - � -\ � � 48 West 37th Street. 14th Floor _ --- + i New York, NY 10018 1�- -- y - - -- CONDITIONED RESIDENTIAL 1 r < F < r r r > RESIDENTIAL Telephone 212-768.7676 [_ -- �.� - 77177 www.mbbarch.com STRUCTURAL ENGINEER: _771 Iman .. ' Silrnan 32 Old Slip, 10th Floor New York, NY 10005 Telephone 212-620.7970 www.silman.com DIAGRAM: THERMAL ENVELOPE — SECTION SW-NE 2 DIAGRAM: THERMAL ENVELOPE — SECTION W—E SCALE: 1/16"= 1'0" SCALE: 1/16"= 1'-0" MEP ENGINEER: M= RIVE ENGINEERS x x X X X X x Derive Enginners 665 Broadway Suite 701 - - - - t, - - - - - - - - - ��-� - - - - _��. - - - - - - - - -_ - - - - - - - --- - _ -- -- New York, NY10012 -- —CONDITIONED RESIDENTIAL - ffi ° www.deriveengineers.com ®® _ n � � CONDITIONED RESIDENTIAL 0L1 { - _ -_ CIVIL ENGINEER: ICI �' l - CHA V 0 levar Suite 301 0 Ca Ital Bou d, S ' if T" =L 4 p 1 1`,,� ---- -- -_----------- ffi Rocky Hill, CT 06067 Telephone 860.855.1055 www.chacompanies.com y �1; o a- 3 DIAGRAM: THERMAL ENVELOPE — GARDEN LEVEL PLAN 4 DIAGRAM: THERMAL ENVELOPE — 1 ST FLOOR PLAN SCALE: 1/16"= 1'0" SCALE: 1/16"= 1'-0" i I II No. Date Issue 04.14.2023 Buidling Department Submittal �� . D L7N �003 Energy Analysis