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Home My WebLink About41148-Z �SWO�UFFOI,��oGy Town of Southold 4/15/2019 0 P.O.Box 1179 53095 Main Rd � o�� Southold,New York 11971 .'Jlpl CERTIFICATE OF OCCUPANCY No: 40310 Date: 4/12/2019 THIS CERTIFIES that the building COMMERCIAL Location of Property: Off East End Rd;Fishers Island SCTM#: 473889 Sec/Block/Lot: 4.-6-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/11/2016 pursuant to which Building Permit No. 41148 dated 11/9/2016 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including screened porch and covered porches, to an existing club house as applied for. The certificate is issued to Fishers Island Dev Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-16-0002 5/4/2018 ELECTRICAL CERTIFICATE NO. 41148 4/4/2018 PLUMBERS CERTIFICATION DATED 4/10/2019 Armani Plumb' g Autho ' ed Signa re SOFFnc;r, TOWN OF SOUTHOLD BUILDING DEPARTMENT .CnTOWN CLERK'S OFFICE oy...• SOUTHOLD, NY o . 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#: 41148 Date: 11/9/2016 Permission is hereby granted to: Fishers Island Dev Corp Attn: F I Utility Co Drawer E Fishers Island, NY 06390 To: partially demolish existing club house and construct new foundation ONLY as applied for per Planning. Dispose of lead paint as required by EPA regulations. 'AMENDED (4/6/17) to construct additions and alterations to existing club house as applied for per SCHD, Planning & Trustees approvals. At premises located at: Off East End Rd, Fishers Island SCTM # 473889 i' Sec/Block/Lot# 4.-6-9 Pursuant to application dated 10/11/2016 and approved by the Building Inspector. To expire on 5/11/2018. Fees: DEMOLITION $3,490.00 FOUNDATIONS UNDER EXISTING BUILDINGS $200.00 CO.-COMMERCIAL $50.00 ELECTRIC $125.00 NEW COMMERCIAL, ALTERATION OR ADDITIONS $11,041.60 Total: $14,906.60 di - Inspector �gV ,r TOWN OF SOUTHOLD ��o copy BUILDING DEPARTMENT TOWN CLERK'S OFFICE "oy • o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41148 Date: 11/9/2016 Permission is hereby granted to: Fishers Island Dev Corp. Attn: F I.Utility Co Drawer E Fishers Island, NY 06390 To: demolish existing club house and construct new foundation ONLY as applied for per Planning. Dispose of lead paint as required by EPA regulations. At premises located at: Off East End Rd, Fishers Island SCTM # 473889 Sec/Block/Lot# 4.-6-9 Pursuant to application dated 10/11/2016 and approved by the Building Inspector. To expire on 5/11/2018. Fees: DEMOLITION $3,490.00 FOUNDATIONS UNDER EXISTING BUILDINGS $200.00 CO -COMMERCIAL $50.00 Total: $3,740.00 agnspector OF SO(/j,�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �p • �� roger.richerKD-town.southoId.ny.us �yCourr�,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fishers Island Development Corp Address: Off East End Road City: Fishers Island St: New York Zip: 6390 Building Permit#: 41148 Section: 4 Block: 6 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: BD Electric License No: 35821-ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service Only Commerical X Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph Heat elec Duplec Recpt 131 Ceiling Fixtures HID Fixtures Service 3 ph 1200 Hot Water gas GFCI Recpt 197 Wall Fixtures Smoke Detectors Main Panel 3-40 A/C Condenser 5 Single Recpt Recessed Fixtures 145 CO Detectors Sub Panel A/C Blower 28 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture7 Time Clocks Disconnect R3-40 Switches R137 Twist Lock Exit Fixtures 41 TVSS Other Equipment: 1200a-3 phase service, 3-400a main disconnects and panelboards, 2-100a sub panels,3-200a sub panels, 1-400a generator panel, 1-200a generator panel Notes: 7-paddle fans,33-track lights, 154 decorative fixtures, 123-LED fixtures new section heat and ac by 5 heat pumps(electric)with 28 air handlers Inspector Signature: Date: April 4 2019 81-Cert Electrical Compliance Form.xis SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a�. roger.richerKD-town.southoId.ny.us Southold,NY 11971-0959 olyCUU ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Fishers Island Development Corp. Address: Off East End Road city,Fishers Island st: New York zip: 06390 Building Permit#: 41 148 Section: 4 Block: 6 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: B.D, Electric NY LLC License No: 35821-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C,Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency FixturesH Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Supply 100A-Temporary Power to Construction Trailer. Notes: Inspector Signature: Date: November 15, 2017 0-Cert Electrical Compliance Form.xls Town Hall Annex ' Telephone(631)765-1802 54375 Main Road "`' Fax(631)765-9562 P.U.Box.1179 h' Southold,NY 11971-0959 ' nDD L5 BUILDING DEPARTMENT TOWN OF SOUTHOLD APR 1 2 2019 *,D .CKRT,IFICATION: Date: - Building Permit No..-Y// v8 Owner: (Please print) Plumber:: (Please print) I certify that the solder used in.the water supply system contains Fess than 2/10 of I% lead. _.. lumbers a ...... Sworn to before me this day of 20� ✓/ TERRY ANNE KELLOWAY Notary Public,State of New York Oual.in Onon.Co.No.OIKE6260296 My Commission Expires April 30,20-ZO Notary Public, vJ)Jc_., C1_Cattnty OF Soblyo! l 1 � • �o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 00'r� 1 NSPECTION ; '0'"- `[ FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6-9� DATE 40 3° i7 INSPECTOR SOUTyo� —r G Q �O Comm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � � V DATE 1054 /3 17 INSPECTOR - �- F SOUTyo N 0 coum,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECION [ ] FOUNDATION 1ST [ ROUGH PLEIG. 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UGH PLBG: [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] IFE AL [ ] F EPLACE & CHIMNEY [ SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 01. 4mw4,bpls, . � `� 1�'8A�► ul �v✓ A �� 'w crus W . twt� s. 4V All- lft7 "MXPdW on fl S, I fire in wS NX w ceiL DATEINSPECTOR `� OF SO(/ TOWN OF SOUTHOLD BUILDING DEPT.- 765-1602 INSPECTION [ ] FOUNDATION IST [ ] PdUGH PLBG. [ ] FOUNDATION 2ND 1v6NSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS -t4 A- )(A Vte 0�` or� ra d� aV�• ri t�/k►'� - 011 DATE 0 INSPECTOR SOF s0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. 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[ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY 'ZFIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: FJ4*)sj- em DATE INSPECTOR I /�� Of SOUL utm,�c� TOWN OF SOUTHOLD BUILDING DEPT. . 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FI [ ] FIREPLACE & CHIMNEY ( FI E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R RKS: i�& 44K-I+v w I k?l ore/' 1 -61 • i cP/�e - P IS�d q'�P� wbo✓P/ -4 v DmIM A+ of C¢t I IVILIS, Arz ci wee/ f?i Fl I CAl/Q/ r �Vwei U7 �'�► / � � � Q N�IdS �s �(�/• �iray�� ; �r� N A��Ui re/- M PVuV Sf ©MI S � 1�►� �V 9 KQ/ 1/11�?i1�, DATE 1 V5- INSPECTOR OF SOUT ti O �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) p' [ ] ELECTRICAL (FINAL) REMARKS: .Pr�- V DATE I VdW9 INSPECTOR SO(/l�o cout 1 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [`FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 r6" &roi OK/ ✓14 ny �\a;; - UL/ kA DATE1-1/16hINSPECTOR r4f s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION-. I FOUNDATION IST ] ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY RE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING RE"ARKS: bon. 15jd�b&T -4DK_ C-0 bST ::�34 L L 7 o Aj , &q/<L F/ncP GW24Z3 C-ID MyRe- 2/1// tnoc DATE ANSPECTO �oF sorry � V coUNTI,� / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ], RE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TION [ ] CAULKING ARKS: L;LL-- ov, DATE INSPECTOR SOF SO(/r�, • ao eouM'I,N - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [- ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [y IRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ory rev— j7j DATE �I 1 NSPECTOR v o�aOF SOUTh� I� # TOWN OF SOUTHOLD BUILDING DEPT. Cour, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ' J DATE 8 INSPECTOR PERMITS TO OPERATE A FOOD ESTABLISHMENT AND PERMIT FEE PAYMENTS ARE NOT TRANSFERABLE. Notify the Bureau of Public Health Protection of any change of ownership,type of business activity,business name,or billing address by calling 631-852-5999.Permits become void upon change of ownership.New owners must apply and pay for a new permit prior to beginning operation.Operating without a valid permit may subject you to legal action,including a hearing,fines and possible suspension of the operating permit. FISHERS ISLAND CLUB,INC FISHERS ISLAND CLUB P.O.BOX 605 FISHERS ISLAND,NY 06390 DETACH PERMIT HERE AND DISPLAY PROMINENTLY TO THE PUBLIC ———————————————————————————————————— Suffolk County Department of Health Services 360 Yaphank Avenue Suite 2A STEVEN BELL E J/MES L.TQMPRI(EN,MlI,MPN,MBA,MSW SUHFOLHCWNTV EXECBTNE WMM�SBIONEA Yaphank,NY 11980 631-852-5999 SUFFOLKCWNW www.suffolkcountyny.gov/health DERIwWENTOFHEA S WCES PERMIT A Facility ID: 0001 Facility R001004042 TO OPERATE A FOOD ESTABLISHMENT Issued: 6/13/2017 FISHERS ISLAND CLUB 20449 E MAIN RD FISHERS ISLAND,NY 06390 OWNER NAME:FISHERS ISLAND CLUB,INC Restaurant Seats=250 Permit ID Number:PT0000352 Mechanical Dishwasher Required Exterior Seats=50 Limited Duration Seasonal Operation Catering Seats=0 Valid From 6/12/2017 To 6/30/2018 Bar Seats=50 Total Seats=350 This permit will expire upon the date specified or upon a change of ownership. This permit is NOT transferrable and is granted subject to compliance with the provisions of Article 13 of the Suffolk County Sanitary Code and all applicable state,local, and municipal laws,ordinances,codes,rules,and regulations. THIS PERMIT MUST BE PROMINENTLY DISPLAYED TO THE PUBLIC \Id11F!'.Ihsl..\Y;.►RCI11TIiC'1'�.AIA - \nemrlalrm: .\ Isn:mminc.a:� January 22,2019 Mr. Michael J. Verity � F �� IR Chief Building Inspector u �f La D Town of Southold, NY Town Hall Annex.Building JAN 2 3 2019 54375 Route 25 Southold, NY 11971 RE: Fishers Island Club TOWN OF SOTT fl�� Addition and Renovation Dear Mr.Verity, To the best of,my information, knowledge and belief,the Fishers Island Club Addition and Renovation Project,has been completed and,has been,constructed in-accordance-with the plans and specifications on file at the Town of Southold and in compliance.with the New York State Building Code in affect at the time of permittlhg. Sincer ly, :�c> is oseph P.Mu an , a" er f 0232a� ii O 96 OLD POST ROAD,SUITE 2001 S.O'UTHPORT,CT 068901(203)25:1-23,381(203)254-1704 1 www.marklinlay.com INNOVATIVE ENGINEERING SERVICES, LLC LIES - AN INTEGRATED ENGINEERING + DESIGN FIRM -= D 'DaL D . JAN 2 4 2019 January 22, 2019 Mr. Michael J.Verity TOWN OFSOUT,&OLD Chief Building Inspector Town of Southold, NY Town Hall Annex Building 54375 Route 25 Southold, NY 11971 Re: Fisher Island Country Club, Fisher Island, NY Commissioning Approval Dear Mr.Verity, To the best of my information, knowledge, and belief,the system as installed is in accordance with chapter 4 of the 2015 International Energy Conservation Code, including section C408 "System Commissioning," but limited as referenced below. In addition,the plans and specifications on the file with the Town are in compliance with the New York State Building Code. Section C402"Building Envelope Requirements"of the 2015 International Energy Conservation Code is excluded from this review. Please do not hesitate to contact me with any questions. Sincerely, to J Innova ve e 5 is LC ��'� co Peter J. yc la, �, 75 Princlpa p �� 9oFESill I 33 No.Plains Industrial Rd.,Wallingford,CT 06492 Page 1 of 1 228 Park Ave.S#88637,N@w York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz .r UNIFORM CODE ADMINISTRATION AND ENFORCEMENT REPORT (REPORTING YEAR: 2018) When the Municipality determines the construction documents to be in compliance with the applicable requirements of the Energy Code and accept the documents, does the Municipality stamp the construction documents"Reviewed for Energy Code Compliance"and endorse the documents in writing? No Where the construction documents are required to be prepared by a New York State registered architect or licensed professional engineer, does the Municipality require that the documents bear the seal or stamp and signature of such registered architect or licensed professional engineer and include,immediately above the signature, a statement substantially similar to the following:"To the best of the knowledge,belief, and professional judgment of the undersigned [registered architect or licensed professional engineer],the plans and specifications depicted on these drawings are in compliance with the applicable provisions of the New York State Uniform Fire Prevention and Building Code and the New York State Energy Conservation Construction Code, as currently in effect."? Yes Are inspections completed for each of the following(where applicable): Inspections of footings and foundations to verify compliance with the Energy Code as to R-value, location,thickness,depth of burial and protection of insulation as required by the Energy Code and approved plans and specifications? Yes Inspections at framing and rough-in, made before application of interior finish and to verify compliance with the Energy Code as to types of insulation and corresponding R-values and their correct location and proper installation,fenestration properties(U-factor and SHGC and, in the case of a commercial building,VT),and proper installation and air leakage components as required by the Energy Code and approved plans and specifications? Yes Inspections at plumbing rough-in to verify compliance as required by the Energy Code and approved plans and specifications as to types of insulation and corresponding R-values and protection, required controls,and required heat traps on potable water heaters? Yes Inspections at mechanical rough-in to verify compliance as required by the Energy Code and approved plans and specifications as to installed HVAC equipment type and size, required controls,system insulation,and corresponding R-value;system and damper air leakage(in the case of a commercial building)or system air leakage control(in the case of a residential building);and required energy recovery and economizers (in the case of a commercial building)or programmable thermostats,dampers,whole-house ventilation,and minimum fan efficiency(in the case of a residential building)? Yes Inspections at electrical rough-in to verify compliance as required by the Energy Code and approved plans and specifications as to installed lighting systems,components and controls and, if applicable,installation of an electric meter for each dwelling unit? Yes A final inspection that verifies, in the case of a commercial building,the installation and proper operation of all building controls required by the Energy Code, the receipt of documentation verifying that activities associated with building commissioning required by the Energy Code have been conducted and that findings of noncompliance corrected,and the receipt of the HVAC system certification required by the Energy Code;and the final inspection shall verify, in the case of a residential building,the installation of all building systems,equipment,and controls" required_by the Energy Code and their proper operation and the installation of the number of high-efficacy lamps and fixtures required by the Energy Code? Yes In the case of residential buildings: Does the Municipality require that a permanent certificate listing the predominant R-values of insulation installed be completed by the builder or registered design professional and posted on a wall in the space where the furnace is located? Yes Does the Municipality require that building envelope values be confirmed as code compliant by at least one of the following methods? Prescriptive,Trade-off method(RESCheck), Energy Rating Index(2015 IECC Section R406) Yes In case of detached one-and-two family dwellings,townhouses,and multiple family dwellings of three stories or less,does the local government require that an air leakage test(blower door test)be performed on the completed building envelope? Yes - h ® Ili ® - utu EM' E :S it t T r 1. 5 I •:f i NQ THE LOCATION IN QUESTION DOES NOT EXCEED THE 30"HEIGHT • DETERMINATION THAT WOULD REQUIRE ADDITIONAL FALL PROTECTION. - 1003.2.12 GUARDS: GUARDS SHALL BE LOCATED ALONG OPEN SIDED WALKING SURFACES WHICH ARE LOCATED MORE THAN 30 INCHES ABOVE THE GRADE BELOW. 1003 2.12.3 SCREEN PORCHES: PORCHES AND DECKS WHICH ARE ENCLOSED WITH INSECT SCREENING SHALL BE PROVIDED WITH GUARDS WHERE THE WALKING SURFACE IS LOCAIgAUQU THAN 30 INCHES ABOVE THE FLOOR OR GRADE BELOW. P FI y��F TIAL EXTERIOR ELEV. WEST ELEV /16"= 1'-0" SCREEN PORCH DRAWING REFERENCE: DATE: SKETCH ION FOR: MARK P. FINLAY ELEV 10/08/18 NO.: . D ARCHITECTS,AIA CLUB SE 96 OLD POST ROAD DRAVIN By. JOB NO.: CL-✓S 11 FISHERS ISLAND, NY S0�2033--2-254-2 a3 8o6a90 JM TL 1502 i i INNOVATIVE ENGINEERING SERVICES, LLC — ' ES r— AN INTEGRATED ENGINEERING+ DESIGN FIRM. � l f ce er 7, 2018 Mr.Joseph Mulligan Mark P. Finlay Architects,AIA 1 96 Old Post Rd.,Suite 200 i Southport,CT 06390 Re: Fisher Island Country Club, Fisher Island, NY Commissioning Approval Dear Joseph, To the best of my information, knowledge and belief,the system as installed in accordance with section C408"System Commissioning" based on the 2015 International Energy Conservation Code along with the plans and specifications on the file with the Town are incompliance.with the New York State Building Cade. Please don't hesitate to contact me with any questions. f)` 1 Sincerel , Inno ativ rinaijae6r,20 SeyMcgs.LLC Peter J. y , PE ir42 Prin i alp �r � ) 0876 �FESSIdN �. 33 No.Plains Industrial Rd.,Wallingford,CT 06492 Page 1 of 1 228 Park Ave.S 488637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz i INNOVATIVE ENGINEERING SERVICES, LLC — 1 ESRE00 — AN INTEGRATED ENGINEERING +,DESIGN FIRM December 7, 2018 Mr.Joseph Mulligan Mark P. Finlay Architects,AIA 96 Old Post Rd.,Suite.200 c Southport, CT 06390 Re: Fisher.Island Country Club, Fisher Island, NY Commissioning Approval Dear Joseph, To the best of my information, knowledge and belief,the system as installed in accordance with section C408 "System Commissioning" based on the 2015 International Energy Conservation Code along with the plans and specifications on the file with the Town are in compliance with the New York State Building Code. Please don't hesitate to contact me with any questions. Sincerel , Inno/atW i ri Se ices LLC PeterJ. y , PE co Prin i al O 875 1� �'l ' R�FESSIONP� DEC 192018 �I o ud �k *n 1 33 No.Plains Industrial Rd.,Wallingford,CT 06492 Page 1 of 1 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz William J. Madden 100 New Roc City Plaza Professional Engineer New Rochelle, New York 10801 (914) 539-5996 Mr. Michael J. Verity March 22, 2019 Chief Building Inspector Town of Southold, NY Town Hall Annex Building 54375 Route 25 R ( [`� Southold, NY 11971 MAR 2 7 2019 Regarding: Fishers Island Club Addition and Renovations ,�iG 71211s Subject: Elevators I &2 TOWN OF SOUT"010' Dear Mr.Verity, I inspected and witnessed the testing of the subject elevators on March 21, 2019. The elevators have been completed and have been constructed in accordance with the plans and specifications on file at the Town of Southold. Further,these elevators are compliant with the New York State Building Code in effect at the time of permitting. If you have any further questions, please don't hesitate to contact me at(914)539-5996. '( Or- NEW), Sincer '�P�v�pM�•Mq�O��Q,�- william - S11 NYS Professiona ngmeer Mar.22, 2019 Qualified Elevator Inspector C-5940 NAESA William d. Madden : '- 100 New.Roc City Plaza Professional Engineer New Rochelle, New York 10801 ' (914) 539-5996 Mr. Michael J.'Verity March 22, 2019 Chief Building Inspector Town of Southold,-NY Town Hall An Building. . . . ��. ' 54375 Route 25- Southold, NY 11971 DD ' :. ,4R 2b- 20 Regarding: Fishers Island Club Addition and Renovations Subject: Elevators I&2 : • . : : TOWN OF SOUHOLD Dear Mr.Verity, I inspected and witnessed the testing of the.subject'elevators on March 21,.2019. The elevators.have been completed and have been constructed in accordance with the'plans and specifications on file at the Town of Southold. Further,these elevators are compliant with1hie New York State Building Code in effect at the time of permitting. If you have any further questions, please don't hesitatelo contact me at.(914)539-5996. OF NEW, - Sincer �pM J.MqO O William3 �FESSIONP� NYS Professiona ngineer . ...Mar.22, 2.019 Qualified Elevator.Inspector C-5940 NAESA CHECKLIST FOR PERIODIC INSPECTION OF TRACTION ELEVATOR GENERAL NOTES: (a)See ASMEA17.2-2004 for detailed inspection information on each item number (b)OK meets requirements;NG=insert number to indentify comments below;NA=not aeplicable. Location #: Golf Club Date of Inspection: 3/21/15 Location: Fisher Isla,n_d _ Current Code Adopted by the AHJ:_A17.1 2013 Address: �- ASME Code Installed: A17.1 2013 City Fisher Island Date of Installation: 4/20/2018 State: N.Y. Moderation ASME Code: Contact Name: Corey Violette �. Date of Moderation: Phone:- - -1=860-250-6730 Contact email address: Corey.violette@kone.com Notes: Inspected by: w.Madden Type of Inspection: visual Certification #: 63923 Certifying Organization: New York State Board of Regents .Date of Annual/3yr _ _ _ Signature: Date of Full Load 4/20/2018 w Unit# #1 passenger M _ Owner ID: #1 passengers_ Unit T pe: ~Passenger Manufacture:�Kone jMachine Type: Gearless Freight Class: Rated Load: 2,000 Lbs. Speed: 150 1 ELEVATOR -INSIDE OF cAR OK NG NA 2 ELEVATOR -MACHINE ROOM(Cont'd) OK NG NA i.i Door reopening devicem- ^� X 2.27 Rope fastenings X 1.2 Stop switches X 2.28 Terminal stopping devices X 1.3 Operating control devices ' X 2.29 Car and counterweight safeties _ X 1.4 Sills and car floor X 2.30 Low oil protection X 1.5 Car lighting and receptacles X 2.40 Maintenance Records X 1.6 Car emergency signal _ X 2.42 Static control X 1.7 Car door or gate X 3 ELEVATOR -TOP OF CAR 1.9 Door closing force X 3.1 Top-of-carplin stop switch 1.9 Power closing of doors or gates X 3.2 Car top light and outlet My X 1.10 Power opening of doors or gates X 3.3 Top-of-car operating device X _ 1.11 Car vision panels and glass car doors X . 3.4 Top-of-car clearance,refuge space,and standard 4 X �_ 1.12 Car enclosure X 3.5 Normal terminal stopping devices X 1.13 Emergency exit X 3.6 Final and emergency terminal stoppi�devices X 1.14 Ventilation X 3.7 Car leveling and anticreep devices X i.15 Signs and operating device symbols X 3.8 Top emergency exit X 1.16 Rated load,platform area,and data plate X 3.9 Floor and emergency identification numbering X 1.17 Standby power operation X 3.10 Hoistway construction w X 1.18 Restricted opening of car or hoistway doors X 3.11 Hoistway smoke control X 1.19 Car ride X 3.12 Pipes,wiring,and ducts X ) 2 ELEVATOR -MACHINE ROOM 3.13 Windows,projections,recesses,and setbacks ! X 2.1 Access to machine space X 3.14 Hoistway clearances X 2.2 Headroomw X 3.15 Multiple hoistways X 2.3 Lighting and receptacles X 3.16 Travelingcablesandjunction boxes X 2.4 Machine space X 3.17 Door and gate equipment X 2.5 Housekeeping X 3.18 Carframeand stiles X 2.6 Ventilation X 3.19 Guide rails fastening and equipment X 2.7 Fire extinguisherw X 3.20 Governor rope X 2.8 Pipes,wiring,and ducts X 3.21 Governor releasing carrier X 2.9 Guarding of exposed auxiliary equipment X 3.22 Wire rope fastening and hich plate X 2.10 4 of elevators,machines,and disconnect switches X 1 3.23 Suspension rope X 2.11 Disconnecting means and control X 3.27 Crosshead data plate&rope data tags - X 2.12 Controller wiring,fuses,grounding,etc X r3.28 Counterweight&counterweight buffer X 2.13 Governor,overspeed switch,and seal. x 3.29 wCounterweight safeties X 2.14 Code data plate - !x 3.30 Speed test X 2.15 Static Control X r 3.31-�Slack rope device-roped-hydraulic elevators installed under 2.16 Overhead beam and fastenings X A17.1b1989 and later editions X 2.17 Drive machine brake X ) 3.32 Traveling sheave-roped-hydraulic elevatos installed under X t 2.18 Traction Drive Machines X! A17.1b-1989 and later editons 2.19 Gears,bearings,and flexible couplings X 3.33 Compensating ropes and chains X 2.20 Winding drum machine and slack cable device X 3.34 Compensating ropes and chains X 2.21 Belt-or chain-drive machine X 2.37 Presssure switch X 2.22 Motor generator X 2.23 Absorption of regenerated power X i 2.24 AC drives from a DC source X 2.25 Traction sheaves X 2.26 Secondary and deflector sheaves X 1oft Unit# #lpassenger Date of Inspection 3/21/2019 4 ELEVATOR -OUTSIDE HOISTWAY OK NG N Y 5 ELEVATOR -PIT OK NG NA 4.1 Car platform guard X 5.1 Pit access,lighting,stop switch,and condition x - 4.2 Hoistway doo_rs - X 5.2 Bottom clearance,runby,and minimum refuge space X 4.3 Vision panels _ X L 5.3 Final and emergency terminal stopping devices x 4.4 Hoistway door locking devices X 5.4 Normal terminal stoppinLdevices x 4.5 Access to hoistway X 5.5 Traveling cables � _ x 4.6 Power closing of hoistway doors X 5.6 Governor-rope tension devices �- x 4.7 Sequence operation - X 5.7 Car Frame and platform _----�¢ �X -_-_ 4.8 Hoistway enclosure �� X 5.8 Car safeties and guiding members-including roped- _ 4.9 Elevator Parking devices X hydraulic elevators installed under A17.1b-1989 and f x 9 4.10 Emergency doors in blind hoistways X later editions 4.12 Standby power selection switch -�- X 5.9 Buffers and emergency terminal speed limiting 3 x 1 4.13 Emergency identificationnumbering X 5.10 Compensating chains,ropes, sheaves 4.14 Lobby Fire Signage X 5.12 Car buffer x 3 Building members -+ g xL-L - u -6 -FIREFIGHTERS'SERVICE - 1 6.1 A17.1b-1973through A17.1b-1980 t 6.2 A17.1-1981 through A17.1b-1983 6.3 A17.1-1984 through A17.1a-1988 and A17.3 w. 6.4 A17.16-1989 through A17.1d-2000000 x Comments: E 2of2 CHECKLIST FOR PERIODIC INSPECTION OF TRACTION ELEVATOR GENERAL NOTES: �� (a)See ASMEA17.2-2004 for detailed inspection information on each item number _ _ ��b)OK=meets requirements; NG=insert number to indentify comments below NA=not applicable. Location #: _Golf Club Date of Inspection: 3/21/19 Location: -_ _ Fisher Islander r _ Current Code Adopted by the AHJ: A17.1 2013 _ Address: - _ _ ASME Code Installed: A17.1 2013 City Fisher Island - - _Date of Installation: 4/20,L2018 - State: N.Y. Zip: Moderation ASME Code: Contact Name: Corey Violette Date of Moderation: Phone: 1-860-250-6730 Contact email address: Corey.violette@kone.com Inspected by _w Madden _w of Inspection: visual Certification #: ssszs Certifying organization: New York3tateaoardofRegents__ Date ofAnnua_I/3yr Signature Date of Full Load 4/20/2018 Unit# #2 passenger -- Owner ID: #2 assen er Unit Type: Passenger _ - Manufacture: Kone _ Machine Type: Gearless Freight Class: Rated Load: 2,500 Lbs. _ Speed: 150 1 ELEVATOR -INSIDE OF CAR OK NG NA 2 ELEVATOR_-MACHINE ROOM(Cont'd) OK NG NA 1.1 Door reopening device X 2.27 Rope fastenings X - 1.2 Stop switches X 2.28vTerminal stopping devices 1.3 Operating control devices X 2.29 Car and counterweight safeties _ X _ 1.4 Sills and car floor X 2.30 Low oil protection IL= -1 X 1.5 Car lighting and receptacles X 2.40 Maintenance Records _w-__.___-�, _ X 1.6 Car emergency signal X 2.42 Static control X 1.7 Car door or gate X 3 ELEVATOR -TOP OF CAR 1.8 Door closing force _ X 3.1 Top-of-car stop switch X 19 Power closing of doors or gates X T3.2 Car top light and outlet 1.10 Power opening of doors or gates X 3.3 Top-of-car operating device X 1.11 Car vision panels and glass car doors N_.. X 3.4 Top-of-car clearance,refuge space,and standard X r f 1.12 Carenclosure � X 3.5 Normal terminal stopping devices, W_ X 1.13 Emergency exit _ X 3.6 Final and emerged terminal stopping devices X �1.14 Ventilation X 3.7 Car leveling and anticreep devices X 1.15 Signs and operating device symbols .. X 3.8�Top emergency exit _ X 1.16 Rated load,platform area,and data plate X 3.9 Floor and emergency identification numbering X 1.17 Standby power operation X 3.10 Hoistway construction_ __ X ~1.18 Restricted opening of car or hoistway doors - X 3.11 Hoistway smokcon e trol_ - X 1.19 Car ride �^ ^�X -- � 3.12 Pipes,wiring,and ducts X 2 ELEVATOR -MACHINE ROOM I 3.13 Windows,projections,recesses,and setbacks 4NX 2.1 Access to machine space X 3.14 Hoistway clearances _Headroom-__ X 3.15 Multiple hoistways 2.3 Lighting and receptacles X I 3.16 Traveling cables and junction boxes 2.4-Machine space X 1 3.17 Door and gate equipment --o X 2.5 Housekeeping T 3.18 Car frame and stiles X 2.6 Ventilation s - X 3.19 Guide rails fastening and equipment X 2.7 Fire extinguisher !X 1 3.20 Governor rope X 2.8 Pipes,wiring,and ducts X _3t 3.21 Governor releasing carrier X 2.9 Guarding of exposed auxiliary equipment X + 3.22 Wire rope fastening and hich plate X _2.10 #of elevators,machines,and disconnect switches i X 3.23 Suspension rope _ X 2.11 Disconnecting means and control X I 3.27 Crosshead data plate&rope data tags X 2.12 Controller wiring,fuses,grounding,etc X 3.28 Counterweight&counterweight buffer X r 2.13-Governor,overspeed switch,and seal X 3.29 Counterweight safeties X 2.14 Code data plate x 3.30 Speed test W X 2.15 Static Control X 3.31 Slack rope device-roped-hydraulic elevators installed under 2.16T Overhead beam and fastenings M )(' A17.1b1989 and latereditions X 2.17 Drive machine brake �-- X 3.32 Traveling sheave-roped-hydraulic elevatos installed under 2.18 Traction Drive Machines I X �J A17.1b-1989 and latereditons X 2.19 Gears,bearings,and flexible couplings --��X 3.33 Compensating ropes and chains I X 2.20 Winding drum machine and slack cable device X 3.34_Compensating ropes and chains 2.21 Belt-or chain-drive machine X 2.37 Presssure switch X r 2.22 Motor generator -�� X I (� 2.23 Absorption of regenerated power X I 3 2.24 AC drives from a DC source X 2.25 Traction sheaves X 2.26 Secondary and deflector sheaves X 1oft Unit# #Ipassenger Date of Inspection 3/21/2019 4 ELEVATOR —OUTSIDE RbFS-"ffN-KY----O-K--N-G--N--Al —PIT —"—'-'-------OK NG NA L 4.1 Car platform guard X t 5.1 Pit access,lighting,stop 7- switch, condition I i 5.2 Bottom clearance,runby,and minimum refuge space x 1 3 -3.--V-i's-io'Vision a-;—els and emergency terminal stopping devices X— L-14-4------koTis—tway d8-or—lockiniTevice-s �-.5-4'--N-Gr-mal te—rminii-ii�Fp-i�g—d;-V-lr'c��-'-- ccess t hoistway 5.5 Traveling cables .6Power closing of hoistway doors x x :H Governor-rope tension devices 4J�6��ceoperafjon'-------- 5.7 Car Frame and platform X'H-1-LI ay enclosure Car safeties and guiding members-lncludJn`groF."d:T"" I 5.8 1 4.9 Elevator Parking devices X hydraulic elevators installed under Al 7.1 b-1 989 and x r-4.TO-Em—ergen�Waoors in blind hoistw later editions 4.12 Standby power selection switch 6'u'ff-e-r-s-a-ndd--emergency'-'-----ermn-a'1--s...... -x r4 b XXT- - 1� X 4 4 F 5.9L Peed limitinq 4.173 Emergency—identification numbering Compensating g i 5.10 Cpensating chains,ropes, sheaves x 13 Building members x 6 —F1REF1dHit—Fi§r SERVICE- -- i,_L� LT_2lb-1973 through A17.1b-1980 j 6.2 A17.-f--l'99i't-hro—ughAl-7.lb-1-983------'- 1_63 A17.1-1984 through A17.1a-1988 and A17.3 _6.'4' A17.1b-1989 through A17.1d-2000 W------------ --- -* -A 0, 92 2 of 2 ..: MARK P. 171k LA-V.tARC11f1t CTS.AIA . - January 22, 20.19 Mr.Michael J..Verity : ... : ... : ... : ... : ... : ... Chief Building Inspector: Town of Southold, IVY..'. Town HallAnnex Building 54375 Route 25 . or Southold, NY 1.1971 - - - - - RE::' :::'Fisher-s Is Club:.' : ... : ... : ... : ... : ... Addition and:Renovation :'Dear Mr.Verity, To the.best of my information, knowledge and.belief,the.Fishers Island.Club Addition and-Renovation Project:has been- - completed and been::constructe.d.in:accordance with:tFie:plans:and:specifications on file:at the Town of Southold and.': . . in compliance.with the New.-York State-Building.Code in.effect at the.time of permitting.. Sincer lyl. .. : ! . seph P. Mu gan arth r 0232p�' °ri K11-AR 4.: 96 6.LD POST ROAD, SME'200 SOUTHPORT.CT 06390:1:(203)2.54' 2388 1(203)254-i704.(www.niatkfinlay.ebiii:.' _ AMMEML INNOVATIVE ENGINEERING . . •• SERVICES, LLC AN INTEGRATED ENGINEERING + DESIGN FIRM Field Report Project: Proposed Addition & Renovation for Fisher Island Club Location: Fisher Island, NY IF Contractor : Stephen Clark—Project Manager- C.E.Floyd Company, Inc. J y Present: Thomas Abbasi, P.E. — IES, LLCCO Project No.: 15169.00 Report No.: 001 g r 0 Date: 04/20/2017 PcBSP� Area(s) The foundation walls and footings for the proposed addition and the review of Observed: the existing Kitchen framing around the new Service.Elevator. The field inspection was limited to visual observation only and no material testing or probing was done Comments: The purpose.of site visit was to review the general installation of the foundation walls and footings and to review the existing framing of the Kitchen around the new Service elevator. It-appears that the installation of the foundations walls and interior column footings is approximately 95% complete. The remaining foundation work are limited to some interior column footings along line 1 and thePorch footings located o.n the north side of the building. The work in place appears to be satisfactory except for the following.which requires some minimal remedial work: 1. Remedial work for.damaged or misplaced anchor bolts at columns E-3, S- 13, 5-16 and T-18. Refer to SKS=15 forremedial work. 2. There are some damages to the pier vertical.reinforcing at few-interior piers north of line 11., GC to issue field sketch or sketches that remedial work can be addressed with a.construction field sketch: 3. Installation.of Steel framing.can be installed in the phase 1 area as shown on the Steel sequence plan starting from column line N moving easterly to column line V. Installation of structural steel is not recommended in areas where foundation work is less than 7 days old. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Pagel of 1 228 Park Ave.5#88637,New.York,NY 10003-1502 T 203.467.4370 T 212.627.5035' F 203.793.7729 www.iesllc.biz INNOVATIVE ENGINEERING - 1 SERVICES, LLC ESI= AN INTEGRATED ENGINEERING.+ DESIGN FIRM Field Report Project: Proposed Addition & Renovation for Fisher Island Club Location: Fisher Island, NY Contractor: Stephen Clark—Project Manager- C.E.Floyd Company, Inc. Present: Joseph Gargiulo—IES, LLC Project No.: 15169.00 Report No.. 002 n l ' IImoI.. 7 Date: 04/20/2017 A� 08753 �ESSIO��' Area(s) As requested by the local code officials: Observed: We reviewed the existing relocated'electrical panel that will serve the existing kitchen. The installation is.acceptable and has been installed in accordance with the plans and specifications issued for permitting. Other.observations: New MDP's in the existing basement are installed. Existing RTU has been located to grade and is on crushed stone. Existing RTU has been put into temporary operation at this location. Underground plumbing piping,installation underway at the lower.level. Sleeves in foundation walls have been installed for sprinkler service and associated piping. Propane gas supply has been reworked, regulators have been installed and gas to the existing kitchen is in operation. The existing gas fired water heater serving the.existing kitchen has been removed. New oil fired boiler has been installed in the:existing basement.. Grease interceptor has been installed in the basement. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 1 of 2 228 Park Ave.5#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz Comments: Relocated electrical panel requires a typed circuit directory, currently a hand written directory provided. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 2 of 2 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz �. INNOVATIVE ENGINEERING SERVICES, LLC J E S F- AN INTEGRATED ENGINEERING,+ DESIGN FIRM Nor- Field Report Project: Proposed Addition & Renovation for Fisher Island Club Location: Fisher Island, NY Contractor: Stephen Clark—Project Manager- C.E.Floyd Company, Inc. Present: Joseph Gargiulo—IES, LLC J. Project No.: 15169.00 co Report No.: 003 y�l� Date: 06/02/2017 �� 0 531 .wrtfi+db' Area(s) As.reguested by the local code officials: Observed: We reviewed the new underground sanitary waste and vent piping at the lower level of the building.The installation is acceptable and has been installed in accordance with the plans and specifications issued.f6r permitting. We reviewed the new underground electrical conduit at the lower level.of the building. The installation is acceptable and has been installed in accordance with the plans and specifications issued for permitting. Other observations: New underground sanitary waste and vent piping has been tested, 10 feet of head for 36 hours. Waste water pump at the lower.level has been installed. The existing kitchen is occupied and in operation 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 1 of 1 228 Park Ave.S.#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz I SUBSOIL INVESTIGATIONS `. SOIL MECHANICS i QOao H(l ) gOa[�EL aped 3770 MERRICK ROAD • SEAFORD, L.I., NEW YORK 11783 (516) 221-2333 FAX (516) 679-4373 June 2, 2017 Fishers Island Club Re: Proposed Addition P.O. Box 605 Fishers Island Club Fishers Island,NY 06390 Fishers Island,NY Attn: Mr. Paul Giles Job# 16-826 Gentlemen: This is to confirm that Soil Mechanics Drilling Corp., 3770 Merrick Road, Seaford, N.Y. 11783 has been retained by Fishers Island Club,P.O. Box 605, Fishers Island,NY 06390 to provide requisite construction inspection services at the referenced site. Accordingly,the undersigned, or a qualified technician under his supervision,has inspected the structural steel and tested the high strength bolts incorporated into the project. We have also visually inspected whatever field welding that may have been required. We have also inspected the Nelson shear studs and found that they were installed as per the approved framing plans. We have determined that the structural steel framing was constructed and/or installed in conformity with the approved plans and generally accepted construction practices. If you have any questions please do not hesitate to call us. OF NEW Y Vn truly yours, Q��VERN�cOco ,y,`r SOIL MEC CS DRILLING w �41 c;L 463 63 arl Vernick,P.E. ROFESs�O�� President CV/sdh TEST BORINGS• GROUND WATER DETERMINATIONS•FOUNDATION RECOMMENDATIONS •HOLLOW STEM AUGER BORINGS LABORATORY ANALYSES• CONTROLLED LANDFILL•DIAMOND CORE DRILLING •SAND&GRAVEL PROSPECTING BEARING VALUES, WELL POINT INSTALLATIONS•ENGINEERING SUPERVISION •PERCOLATION TESTS SANITARY INVESTIGATIONS• UNDISTURBED SAMPLING •TEST PITS •TOP SOIL ANALYSES I.NNOVATIVE-ENGINE&RING S,ERVICES,-LLC, E S EEft AN INTEGRATED ENGINEERING.+. DESIGN FIRM Field Report Project: Proposed Addition & Renovation for Fisher Island Club Location: Fisher Island, NY � . .. Contractor: Ray Pagliarini—Project•.Superintendent-'C.E:Floyd Company, l�` FJN U Present. . . Joseph Mulligan,James:Bradley.and Thomas Abbasi. 0 Project No.: 15169.00 ti Report No.:, 004 Date:. .. : `08/07/2017 - Area(s)-- Construction Progress Review. ..: Observed: Areas of completed work of first floor level, and partial installation.of roof and attic framing: The fo:llowirig is the sumr-nary.of'myobservations: : 1, 100%.Completion of first floorframing.and.structuralslab.. At some locations; steel ledger angle connection. (for support of slab deck)to top of basement : wall is not comple'ted.'. 'United:Steel is scheduled to•corriplete this'work. .. 2. :.Slab control joints.are not extended to column isolation:joints. This occurs.at: some locations in the basem.entfloor slab on:gra.de:. 3. Connect•i6h design between teiling'joist and rafter to be reviewed as,shown ' in - • sectional/S :'. '4:: Web bolted—connection can not be installed due to missing bolt hofes:in the . . b s 8, 13 er typ.e c . eams.along line and N. Powder.Actuated fasten onnecfion to•: : be used.in:lieu of bolted.connection: Siie and spacing to:be determined by IES 5.:- At few tVL headers; insufficient header bea:ri.ng•length is observed:attoo .of pos1 . ts..Ray to. provide locations.•Structural design of each header to be reviewed for.each condition. 6: : 'Diagonal bracings:are:missing at:.gable' walls,•refe'r to sections 5/$-7 and.9/S=7. 7 - icalexterior walls. At:sh.ear walls; Solid. Blocking.missing at mid height of typ solid:blocking to b.e'installed at-sheathing.panel edges'per shear wall nailing schedule.•.' 8 - .• Installation of anchor bolts has started at exterior'walls using Hilti'Hit HY 200 Adhesive anchoring system as shown on:sectioh 1/S:5.: 'Contractor to submit . for review on type of.arichoring.system to be used at shear wall iioldown anchors._ . 33.No.'P16ins Industrial Rd,Wallingford,.CT 06492 Page 1 of 2 228 Park Ave.S#88637,New.York,NY 10003-1502 T 203.467.4370' - T.212.627.5035' . .. E'203.793.7729 www.iesllc:biz 9. Attic and roof framing between the new and existing Kitchen roof to be reviewed 10. Existing Kitchen gable wall framing and foundation support to be reviewed. The foundation design concept to be reviewed by the Geotechnical engineer prior to IES's review. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 2 of 2 228 Park Ave.5#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz SUBSOIL INVESTIGATIONS SOIL MECHANICS [ LDnO Aped 3770 MERRICK-ROAD • SEAFORD, L.1. NEW YORK 11783 (5.16) 221-2333 •- FAX (516) 679=4373 August 21, 2017 Fishers.Island Club. Re:. . Fishers.Island Clubhouse PO Box.605 Fishers Island,NY Fishers Island;NY 06390: Job#:.16-826 Attn: Paul Giles Gentlemen: This is to confirm that Soil Mechanics Drilling Corp.,-3770 Merrick Road, Seaford, . N.Y. I J 783.has been retained by Fishers Island Club,PO Box 605, Fishers Island,NY. 06390 to-provide requisite construction inspection services at the referenced_site. Accordingly,the undersigned, or a qualified technician under his.supervision,has:inspected and tested the subgrade prior to the placement of all footings acid foundations. We further confirm that the footing subgrade has a minimum bearing capacity of 1.5 tons per square foot. If.you have any questions please do not hesitate to call us. Very y yours, SOIL MECHANI S DRILLING -Carl Vernick,P-E. President CV/emm- ,t TEST BORINGS•.GROUND-WATER DETERMINATIONS•FOUNDATION RECOMMENDATIONS •HOLLOW STEM AUGER BORINGS LABORATORY ANALYSES•CONTROLLED LANDFILL• DIAMOND CORE'DRILLING •SAND&GRAVEL PROSPECTING BEARING VALUES• WELL POINT INSTALLATIONS•ENGINEERING SUPERVISION •PERCOLATION TESTS SANITARY INVESTIGATIONS• UNDISTURBED SAMPLING •TEST PITS •TOPSOIL ANALYSES SUBSOIL INVESTIGATIONS ". oa SOIL MECHANICS DG�0 H9 C�OG�G1� Qua 3770 MERRICK ROAD • SEAFORD, L.I., NEW YORK 11783 (5161 221-2333 FAX (516) 679-4373 August 21,2017 Fishers Island Club Re: Fishers Island Clubhouse PO Box 605 Fishers Island,NY Fishers Island,NY 06390 Job No. 16-826 Attn: Mr. Paul Giles Gentlemen: This is to confirm that Soil Mechanics Drilling Corp. of 3770 Merrick Road, Seaford, NY 11783 has been retained by Fishers Island Club, PO Box 605,Fishers Island,NY 06390 to provide requisite construction inspection services at the referenced site. Accordingly,the undersigned, or a qualified technician under his supervision, has inspected,tested and approved the masonry work, including the horizontal and vertical reinforcement. It is also noted that all test cylinders have conformed to the required specifications. If you have any questions please do not hesitate to call us. Ve ly yours, OF NEW SOIL MECH LLING J ERticO,A� co ?:r � .t S•_ W Carl ernick, P.E. President `��s 4 63-1 CV/emm �OpAOF=ss,oN�� TEST BORINGS• GROUND WATER DETERMINATIONS•FOUNDATION RECOMMENDATIONS •HOLLOW STEM AUGER BORINGS LABORATORY ANALYSES•CONTROLLED LANDFILL•DIAMOND CORE DRILLING •SAND&GRAVEL PROSPECTING BEARING VALUES• WELL POINT INSTALLATIONS•ENGINEERING SUPERVISION •PERCOLATION TESTS SANITARY INVESTIGATIONS• UNDISTURBED SAMPLING •TEST PITS •TOP SOIL ANALYSES SUBSOIL INVESTIGATIONS P".64 SOIL MECHANICS [DnO IRGJ 3 C�OG��3770 MERRICK ROAD • SEAFORD, L.I., NEW YORK 11783 (516) 221-2333 • FAX (516) 679-4373 August 21, 2017 Re: Fishers Island Clubhouse Fishers Island Club Fishers Island,NY PO Box 605 Fishers Island,NY 06390 Attn: Mr. Paul Giles Job# 16-826 Gentlemen: This is to confirm that Soil Mechanics Drilling Corp., 3770 Merrick Road, Seaford, N.Y. 11783 has been retained by Fishers Island Club, PO Box 306, Fishers Island,NY 06390 provide requisite construction inspection services at the referenced site. Accordingly, the undersigned, or a qualified technician under his supervision, has inspected and tested the concrete footings, slab on grade and slab on metal deck, as well as the reinforcing steel and determined that all work has been constructed and/or installed in conformity with the approved plans, specifications and generally accepted construction practices. If you have any questions please do not hesitate to call us. ERNic SOIL CS.• ;RIL ORP. CV/sdh TEST BORINGS• GROUND WATER DETERMINATIONS•FOUNDATION RECOMMENDATIONS •HOLLOW STEM AUGER BORINGS LABORATORY ANALYSES•CONTROLLED LANDFILL•DIAMOND CORE DRILLING •SAND&GRAVEL PROSPECTING BEARING VALUES• WELL POINT INSTALLATIONS•ENGINEERING SUPERVISION •PERCOLATION TESTS SANITARY INVESTIGATIONS• UNDISTURBED SAMPLING •TEST PITS •TOP SOIL ANALYSES SUBSOIL INVESTIGATIONS ". oa SOIL MECHANICS [ GD 0D �[]H(J® 9OG3GL, pfd 3770 MERRICK ROAD • SEAFORD, L.I., NEW YORK 11783 (516] 221-2333 • FAX (516) 679-4373 August 21, 2017 Fishers Island Club Re: Fishers Island Clubhouse PO Box 605 Fishers Island,NY Fishers Island,NY 06390 Job#: 16-826 Attn: Paul Giles Gentlemen: This is to confirm that Soil Mechanics Drilling Corp., 3770 Merrick Road, Seaford, N.Y. 11783 has been retained by Fishers Island Club, PO Box 605, Fishers Island,NY 06390 to provide requisite construction inspection services at the referenced site. Accordingly,the undersigned, or a qualified technician under his supervision,has inspected and tested the subgrade prior to the placement of all footings and foundations. We further confirm that the footing subgrade has a minimum bearing capacity of 1.5 tons per square foot. If you have any questions please do not hesitate to call us. V truly yours, OF N E(N Y SOIL MEC CS DRILLING CO Q,Lj ERtA,',, o,A� �Pf Carl Vernick, P.E. President IsF 463 CV/emm \°RO Es TEST BORINGS• GROUND WATER DETERMINATIONS•FOUNDATION RECOMMENDATIONS •HOLLOW STEM AUGER BORINGS LABORATORY ANALYSES• CONTROLLED LANDFILL•DIAMOND CORE DRILLING •SAND&GRAVEL PROSPECTING BEARING VALUES, WELL POINT INSTALLATIONS•ENGINEERING SUPERVISION •PERCOLATION TESTS SANITARY INVESTIGATIONS•UNDISTURBED SAMPLING •TEST PITS •TOP SOIL ANALYSES SUBSOIL INVESTIGATIONS SOIL MECHANICS [ GDD0 1H® 9OGQUEL, QGa 3770 MERRICK ROAD • SEAFORD, L.I., NEW YORK 11783 (516) 221-2333 • FAX (516) 679-4373 August 21,2017 Re: Fishers Island Clubhouse Fishers Island Club Fishers Island,NY PO Box 605 Fishers Island,NY 06390 Attn: Mr. Paul Giles Job# 16-826 Gentlemen: This is to confirm that Soil Mechanics Drilling Corp., 3770 Merrick Road, Seaford, N.Y. 11783 has been retained by Fishers Island Club, PO Box 306, Fishers Island,NY 06390 provide requisite construction inspection services at the referenced site. Accordingly, the undersigned, or a qualified technician under his supervision,has inspected and tested the concrete footings, slab on grade and slab on metal deck, as well as the reinforcing steel and determined that all work has been constructed and/or installed in conformity with the approved plans, specifications and generally accepted construction practices. If you have any questions please do not hesitate to call us. ery truly yours, SOIL ME ICS DRILLING C NEW y0 Carl Vernick, P.E. w President ` CV/emm SFS pROFESS�O�P TEST BORINGS• GROUND WATER DETERMINATIONS•FOUNDATION RECOMMENDATIONS •HOLLOW STEM AUGER BORINGS LABORATORY ANALYSES• CONTROLLED LANDFILL•DIAMOND CORE DRILLING •SAND&GRAVEL PROSPECTING BEARING VALUES• WELL POINT INSTALLATIONS•ENGINEERING SUPERVISION •PERCOLATION TESTS SANITARY INVESTIGATIONS• UNDISTURBED SAMPLING •TEST PITS •TOP SOIL ANALYSES [NNOVATIVE ENGFUEERING AN::INTEGRATED FENGI NEERINIS+'DESIGN 3.FI1RM September 11,,2017 Mr.Joseph Mulligan Mark P.Finlay Architects,AIA .96 0ld..Past.Rd.,.Stfi.te 200 Southport,CT 06390 Re: Proposed Renovations/Addition to Fisher Island Club Fisher Island,'NY Dear Joseph, To the best of my information,knowted.9p,and"beffet,thelf6und�tibn�and'.the-fli-st-floor steelframing-of, the building are installed in accordance With structural drawings for the above,project. Please don't hesitate tocontitct-me-with any, -questans. Sincerely, e,q1 Clifford Barone,Sr.,PE Structural`Senior Associate Innovative Engineering Services,LLC OF NEF Or 33 No.Plains Industrial Rd.,Wallingford,Cr 06492 Page I of 1 228 Park Ave.5 898637,New York,NY 10003-1502 T203A67.4370 T212-627—NM F 203.723.7729 %vwwJeh1Icbiz INNOVATIVE ENGINEERING SERVICES, LLC ^.I E Q. ' .. AN INTEGRATED ENGINEERING + DESIGN FIRM Field Report Project: Proposed Addition & Renovation for Fisher Island Club Location: Fisher Island, NY Contractor: Stephen Clark—Project Manager- C.E.Floyd Company, Inc. Present: Joseph Gargiulo—IES, LLC J y�, Project No.: 15169.00 Report No.. 005 +it Date: 09/22/2017 d,� 08 531 S10N��. Area(s) As.reauested by the local code officials: Observed: We reviewed the rough plumbing and electrical work at the lower level of the building. The installation is acceptable and has been installed in accordance with the plans and specifications issued for permitting. Other.observations: Most of the sprinkler distribution piping and upright sprinklers have been installed at the lower level. Rough plumbing at the lower level is substantially completed. Domestic water piping mains at the lower level are installed. Rough Electrical work is substantially completed. Ductwork mains at the lower level are installed. Fire sealing of MEP penetrations at the lower level is ongoing. Temporary covers on floor drains and floor sinks at the lower level are wearing out and need to be maintained to avoid dirt and debris from entering the buried waste water piping. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 1 of 1 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz �Z\ iO EQ. A EQ. A I I I PRO /LOWER LEVEL SHOP HALL#1 001 005 I CENTER ALL THE OPENINGS THROUGHOUT THI5 GOORIDOR. MAINTAIN j. EQUAL LENGTH OF WALL ON EITHER 5IDE OF ALL OPENINGS. I EQ. B D A ///. gC�i�//i 7 7, . r02 �- WOMEN's I I ��ri//l N ,\�� CHANGING 008 { TCH PROPOSED RENOVATION FOR: MARK P. FINLAY DRAWING REFERENCE: DATE: No: FISHERS ISLAND ARCHITECTS,AIA FFB 11/06/17 CLUBHOUSE 96 OLD POST ROAD DRAWN BY: JOB NO.: SK-24. 1 FISHERS ISLAND, NY SOU i�054 2388 6890 JM TL 1502 3 1/4" 2" ol 1 5/8" 1/2" 5/8" GMU WALL 1/2" AIR GAP oo METAL STUDS o 16" O.G., TYPICAL 1/2" PLYWOOD FURRING STRIPS looe I I oo I I 2" POLYISOCYANURATE I FOIL FACED RIGID I I INSULATION BOARD, R-13 I 114 • I I I I • I I I I 5/8" THICK GYPSUM I I WALL BOARD I I I I BASE. REFER TO ROOM �� •( RC I I FINISH SCHEDULE I I I I AGOUSTIGAL SEALANT I I ® FULL PERIMETER OF ALL &YF5UM_ RD PANELS, TYPICALOF •� ��\�� a .4 WALL TYPE - 2A LOWER LEVEL INTERIOR INSULATION SCALE: 6" = F-0" PROPOSED RENOVATION FOR: MARK P.FINLAY DRAWING REFERENCE: DATE: No: ARCHITECTS,ATA WALL TYPES 11/03/17 FISHERS ISLAND CLUBHOUSE 96 OLD POST ROADSK-24.2 FISHERS ISLAND,NY SOUTHPORT,CT 06890 DRAWN BY: )OB NO.: 203-254-2388 TL 1502 SUBSOIL INVESTIGATIONS SOIL MECHANICS D�DL []H(� 3 GOG�Fk pGa 3770 MERRICK ROAD • SEAFORD, L.I., NEW YORK 11783 (516) 221-2333 FAX (516) 679-4373 November 1,2017 Fishers Island Club Re: Fishers Island Clubhouse PO Box 605 Fishers Island,NY Fishers Island,NY 06390 Job # 16-826 Attn: Mr. Paul Giles Gentlemen: This is to confirm that Soil Mechanics Drilling Corp., 3770 Merrick Road, Seaford, N.Y. 11783 has been retained by Fishers Island Club,PO Box 605,Fishers Island, NY 06390 to provide requisite construction inspection services at the referenced site. Accordingly,the undersigned, or a qualified technician under his supervision,has inspected the post installed anchors incorporated into the project. We have performed pull out testing on a minimum of twenty-five percent of the drilled and epoxied threaded anchor rods installed for the wall framing, as well as those installed for the hold down anchors. All anchors tested had a value equal to 125%of the design load applied, and held for a minimum of five minutes,with no failures recorded. If you have any questions please do not hesitate to call us. ery truly yours, SOIL C G CORP. arl P.B� si�ent -� CV/sdh °As s 7'1 O SS1014 TEST BORINGS• GROUND WATER DETERMINATIONS•FOUNDATION RECOMMENDATIONS •HOLLOW STEM AUGER BORINGS LABORATORY ANALYSES• CONTROLLED LANDFILL•DIAMOND CORE DRILLING •SAND&GRAVEL PROSPECTING BEARING VALUES• WELL POINT INSTALLATIONS•ENGINEERING SUPERVISION •PERCOLATION TESTS SANITARY INVESTIGATIONS• UNDISTURBED SAMPLING •TEST PITS •TOP SOIL ANALYSES A INNOVATIVE .ENGINEERING SERVICES, LLC' I ES A,N."INTEG'RATED ENGM;EEFUNG+DESIGN tF'MM P�. November 8,2017 Mr.Joseph Mulligan _ Marla'.Finlay Architects,AIA 96 Old Post Rd.,Suite 200 Southport,CT 06390 Re: Proposed Renovations/Addition to Fisher Island Club—New Wood Framing i Fisher's Island, NY 4 Dear Joseph, i To thebest of my information;knowledge and beret,the new timber framing for the building has been- installed in accordance with structural drawings for the above project. In addition,on October 23,2017 I visited thebuilding an&inspected the new wood framing. It is my professional opinion,based on my observations,that the new wood framing is being installed in accordance with the structural drawings x for the above project. f .Please don't:hesitatelo coatact-me with any questions. 0'F NEW Sincerely, Q�'�p IN- BAHpy�O� � 'v "ff�� ✓ w.� �." fd. +' T ;fes .j Clifford Barone,Sr.,:PF cid 07230'4 Structural Senior Associate ARG1 NPS' Innovative Engineering Services,LLC i 4 s 33 No.Plains Industrial Rd.,Wallingford,Cr 06492 Page 1 of 1 228 Park Ave.S 1188637,New York,NY 10003-1502 T203,467.4370 T 212.627'5035 F 203.793.7729 www.iesllc.biz 77 SUBSOIL INVESTIGATIONS ". SOIL MECHANICS [ GDD0 ]M(] 3 9OG�UEL, Qua 3770 MERRICK ROAD • SEAFORD, L.I., NEW YORK 11783 (516) 221-2333 0 FAX (516) 679-4373 November 13, 2017 Fishers Island Re: Fishers Island Clubhouse P.O. Box 605 Fishers Island,NY Fishers Island,NY 06390 Job# 16-826 Attn: Mr. Paul Giles Gentlemen: This is to certify that Soil Mechanics Drilling Corp. of 3770 Merrick Road, Seaford, NY 11783 has been retained by Fishers Island,P.O. Box 605, Fishers Island,NY 06390 to provide requisite construction inspection services at the referenced site. Accordingly, the undersigned,has inspected the wood framing found that it was constructed and/or installed in conformity with the approved plans and generally accepted construction practices. If you have any questions please do not hesitate to call us. ery trul ours, 1d�101SS�� SOIL ME G ORP. CV/sdh j O s TEST BORINGS• GROUND WATER DETERMINATIONS•FOUNDATION RECOMMENDATIONS •HOLLOW STEM AUGER BORINGS LABORATORY ANALYSES•CONTROLLED LANDFILL•DIAMOND CORE DRILLING •SAND&GRAVEL PROSPECTING BEARING VALUES, WELL POINT INSTALLATIONS•ENGINEERING SUPERVISION •PERCOLATION TESTS SANITARY INVESTIGATIONS• UNDISTURBED SAMPLING •TEST PITS •TOP SOIL ANALYSES Job M 16-826 S®IL. MECHANICS o o JUR99a MECK 377f7 ROAD a SEAt�irW. LL NEWYORK" MOW �:fS -or, a.Lc:� _ j516;J ZZI X333 0 TAX Ti 9m,e Off'Site: AASNYO Accreditation No.4669 NYC Concrete Testing Lab license No.M t Field Report Ctient:.-idlers island Date: October n,2017 ..C�ntractgr: C.1=-.Floyd Attu Pt`JI �rmject:Fishers island clubhouse_ Air Temp General Location:Anchor Rod.and Hold Down Pullout Testing Weather Remarks: Visited the above referenced project to conduct anchor rod pull out testing.The areas worked today were the 518"diameter anchor rods, drilled-arid-epaew f far Zhe sift plate and-iaU dfowir arretrd m Rtruag out the fimt floor frarrfurg Far the extension.. The anchor rods tested today for the sill plate;were randomly selected;and tested in.accordance-with an email dated"9-2717.A-minimum of 25%of the anchors were tested.The sill plate anchors were tested to 3000 lbs of force,plus the 125%above requirement (3750 1b of force). The hold down anchors were tested according to the chart on drawing S-12,dated 11-9-15.These anchors were also tested randomly, with a- minimum of 25°/e of the anchors tested.They were also tested to a minimum of 125%above the values listed in the wall type tabla an drawing 8-12.(Le 5 kip design anchor rods were tested to a minimum pull outforce of'6250:pounds). All testing.was conducted witha calibrated center holed jack and.gauge-The load was slowly applied and held-for a minimum:of 5.minutes-All. anchors tested today held therequired forces,for the five minute interval. :t OF S�GPR� R��- -33 w N�OA9� 637-7 1 �SSIONAt-�� Inspector: Brian Tobin TET ICC 8025232 : - 809L MECHANICS o M LURU(g©O o o 3770MEMUCKRoAv a SEAT . LL NEW YORK 117& 31 � '��is: � Hifi 2FI-Z333 e T.$X#s'� .:x'�'..•�^-�: T9F1#g Site: 1516) Accreditation N10.4669 NYC Concrete Testing flab License No.29 r field Report CtiGrat< Fishers islandDate: October 20,2017 ALVi I'illi Prroje Fishers.islamd clubhouse Air Temp General Location:Anchor Rod and Hold Down Pullout Testing Weather Remarks: Visited the above referenced project to conduct anchor rod putt'out testing.The areas worked today were the 5I8"diameter anchor rods, drilled-and-c- axred rvr gte si}P 0aate dad hold down aro.*,oars ihraupoat Phe Fast It I"fro-rrarg for ttre exterrs-joi r.. The anchor rods tested today for the sill plate,were randomly-selected,and tester-in.accordance-with an email dated 9-2717.Xminimurn of 25%of the anchors were tested_The sill plate anchors were tested to 3000 lbs of force,plus the 125%above requirement (3750 lbs of force)_ The hold down anchors were tested according to the chart on drawing S-12,dated 11-9-15.These anchors were also tested randDmn y, with a minimum of 2576 of the anchors tested.They were also tested to a minimum of 12W.above the values listed in the wall type table an drawing 8-12.(Le 5 kip design anchor rods were tested to a minimurn pull out force of,6250 pounds). All testing;was.conducted with.a calibrated center holed jack and gauge_The toad was slowly applied and held for a minimum:of 5 minutes_All anchors tested today held the required forces,for the five minute interval. � G�aLl.V�Rti � egg N�oA9�6 3 7 7 � G\y�di.Q t �SSIONAt-�N t Inspector: Brian Tobin ID#:[CC 8025232 Yps_U71IW/f4 SUBSOIL INVESTIGATIONS oa SOIL MECHANICS i Gao []G�� GOD EL Q�d 3770 MERRICK ROAD • SEAFORD, L.I., NEW YORK 11783 (516) 221-2333 • FAX (516) 679-4373 Revised: January 12, 2018 November 13,2017 Fishers Island Re: Fishers Island Clubhouse P.O. Box 605 Fishers Island,NY Fishers Island,NY 06390 Job# 16-826 Attn: Mr. Paul Giles Gentlemen: This is to certify that Soil Mechanics Drilling Corp. of 3770 Merrick Road, Seaford, NY 11783 has been retained by Fishers Island, P.O. Box 605,Fishers Island,NY 06390 to provide requisite construction inspection services at the referenced site. Accordingly,the undersigned,has inspected the wood framing and found that it was constructed and/or installed in conformity with the approved plans and generally accepted construction practices, including but not limited,to the Simpson Strong tie anchors, strapping, Tecos and required fasteners. The work was found to have met or exceeded the standards set forth in Chapter 23 of the New York State Building Code. If you have any questions please do not hesitate to call us. V �a �P at VF �i- SOIL fCS'Q� 2 } CORP. llf P. N��Q Pr IONA-ENG CV/sdh TEST BORINGS• GROUND WATER DETERMINATIONS•FOUNDATION RECOMMENDATIONS •HOLLOW STEM AUGER BORINGS LABORATORY ANALYSES•CONTROLLED LANDFILL•DIAMOND CORE DRILLING •SAND&GRAVEL PROSPECTING BEARING VALUES• WELL POINT INSTALLATIONS•ENGINEERING SUPERVISION •PERCOLATION TESTS SANITARY INVESTIGATIONS• UNDISTURBED SAMPLING •TEST PITS *TOPSOIL ANALYSES J INNOVATIVE ENGINEERING SERVICES, LLC - IES-- AN INTEGRATED ENGINEERING+DESIGN,FIRM 'ter- L January 17,2018 Mr.Joseph Mulligan r Mark P. Finlay Architects,AIA 96 Old Post Rd.,Suite 200 Southport,CT 06390 a Re: Proposed Renovations/Addition to Fisher Island Club—New Wood Framing Metal Connections Fisher's Island, NY i i Dear Joseph, To the best of my information, knowledge and belief,the new timber framing metal connections for the building has been installed in accordance with structural drawings for the above project and in accordance with the latest State of New York Building Code. In,addition,on October 23,20171 visited the building and inspected the new wood framing along with the associated new metal connections. It is my professional opinion,'based on my observations,that the new wood framing metal connections are being installed in accordance with the structural drawings for the above project and the latest State of New York Building Code. Please don't hesitate to contact me with any questions. i Sincerely, � �7 OE NFA .P9✓o � i Clifford Barone,Sr.,PE Ccr Structural-Senior Associate Innovative Engineering Services,LLC A FE2a10pN��' t 33 No.Plains Industrial Rd.,Wallingford,CT06492 Page 1 of 1 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.6275035 F 203.793.7729 www.iesllc.biz SUBSOIL INVESTIGATIONS SOIL MECHANICS 99LURUCg 4 LETTER OF TRANSMITTAL 3770 MERRICK RD. • SEAFORD,L.1,NEW YORK 1x783 (516)221-2333 •-FAX(516)679-4373 V' : DATE: March 15, 2018 JOB NO.: 16-826 TO: RE: Fishers Island Club Fishers Island Club Fishers Island, NY PO Box 605 Fishers Island, NY 06390 ATT: Mr. Paul Giles WE ARE SENDING YOU THE FOLLOWING ITEMS: ATTACHED ❑ UNDER SEPARATE COVER ❑ Prints ❑ Plans ❑ Change Order ❑ Samples ❑ Shop Drawings ❑ Specifications ❑ Copy of Letter Other: COPIES DATE .NO. DESCRIPTION 1 Final Report of Special Inspections signed by Carl Vernick, P.E. THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For Approval ❑ Approved as Noted For Your Use ❑ Returned for Corrections As Requested ❑ Resubmit Copies for Approval ❑ For Review and Comment ❑ Submit Copies for Distribution ❑ Approved as Submitted ❑ Return Corrected Prints ❑ Other ❑ For Bids Due 20 ❑ Prints Returned after Loan to Us REMARKS: r COPY TO: SIGNED Final Report of Special Inspections Project: Proposed Renovation/Addition for:Fishers Island Club Location: Fishers Island,New York Owner: Fishers Island Club Owner's Address: P.O. Box 605 Fishers Island, NY 06390 Architect of Record: Joseph P. Mulligan;Mark P. Finlay Architects,AIA, Southport, CT. 06890 Structural Engineer of Record: Cli fA. Barone, Sr., P.E. Innovative Engineering Services, LLC, Wallingford, CT. 06492 To the best of my information, knowledge and belief, the Special Inspections required for this project, and .itemized in the Statement of Special Inspections submitted for permit, have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: NONE (Attach continuation sheets if required to complete the description of corrections) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Special Inspector CZiA. Barone, Sr., P.E. (Type or print name) 3/14/18 Signature Date Licensed Professional Seal CASE Form 102 Final Report of Special Inspections ©CASE 2001 Final Report of Special Inspections Agent's Final Report Project: Proposed Renovation/Addition for:Fishers Island Club Agent: Soil Mechanics Drilling Corporation Special Inspector: Carl Vernick, P.E. To the best of my information, knowledge and belief, the Special Inspections or testing required for this project, and designated for this Agent in the Statement of Special Inspections submitted for permit, have been performed and all discovered discrepancies have been reported and resolved other than the following: Comments: None (Attach continuation sheets if required to complete the description of corrections.) Interim reports submitted prior to this final report form a basis for and are to be considered an integral part of this final report. Respectfully submitted, Agent of the Special Inspector E OFA 5 GpFtiL VF F Carl V i k, P.E. :Sigpnatur e pri t"name) ba+•� 761 3/14/2018C 3 GHQ Date Licens al or Certification CASE Form 102 • Final Report of Special Inspections • ©CASE 2001 CertainTeed SAINT GOBAIN April 12,2018 fohn Martin Eagle Rivet Roof Service Corporation 15 Britton Drive Bloomfield CT 06002 Re:Fishers Island Club Southold NY Dear Mr.Martin: Last Thursday,April 5`",I inspected the shingled roof on the clubhouse at the Fishers Island Club.I observed repairs taking place to CertainTeed Landmark shingles, some of which had been damaged by high winds.sixtce•their imtal`;l don during the extreme cold weather ia mid to late December. During cold weather months, the factory-applied sealant might not always activate. The sealant is responsive.,to roof deck temperatures which are driven by strong,solar exposure.:.We,expect that full shingle: sealing will take place during warmer months. The shingles I observed had been installed in accordance with the instructions printed on the bundle wrappers.I also observed.your.crew watking.diligently to carry out repairs.to shingles that had been damaged�by the wind."The workers were also prudently applying an approved cement to hand-seal the shingles they wereingalling,as-well as,the adjacent shingles that were being maniprilated during the Tepairs. Please.feel free to contact me at.7$1=27$-0464;,or on cell at 781-856-8147r.if you.have�any questions. Sincerely, Stephen D.Bern Field Technical Manager. CertainTeed Roofing Stephen,D.Hem,@saint gobain.com I� SAINT-GOBAIN CedainTeed Coryotation 18'Maores"Road••Mah+ern,?PA 19335 'USA•,Teh,$003+4311?t5Fina 275-277-2519•certainteed.com B Roof Consulting Inc. P1 1 Hartford Ave. It Granby,GT 06026 DPhone,*SM65.36779,- Fax 860-653'-6988 Field Report 3 To: Ray 122gliarini Trorm Bruce.Darling CC: -Jeff Palmer, .Steve Mark Date:.May 16, 2018 Re: Fishers Island CC I visited' the site on May 2018, to, review the, sealibg of the shingles with thd following noted. 1. 1 checked numerous. random locations, likely in excess, of'40 spots, all the locations checked had been adhered with roof cement. a. Two locations were found where the one end of the shingle had not been adhered and Mr. Martin of Eagle Rivet who was present during ,my-:sA,s4t-'seaL-d,those'two-4ocatiom. 2_1 cqnsay witty some cWdence that the Ao#.h,side:shingles.Dave been sealed down. ti. MAIM I'. FINLA1',r111 C'111'1'I:1"1'A,AlA Aw nn u'n ui \ Inunm m.u.s May 21, 2018 Mr. Michael J.Verity Chief Building Inspector Town of Southold, NY Town Hall Annex Building 54375 Route 25 Southold, NY 11971 RE: Fishers Island Club Addition and Renovation Fireplace Dampers Dear Mr.Verity, Based on recent site review and as confirmed by the Owner's mason who installed the work,the dampers at both the Casual Dining and the Living Room are fully functional and tight fitting in accordance with the Code,specifically Section C402.2.7 of the 2016 Supplement to the New York State Energy Conservation Construction Code. Sincerely, Joseph P. Mullig Partner Cc: David Cugini Bruce Kinlin James Bradley j% Stephen Clark P 3'c i //��y�lIIIIIII�1�� 96 OLD POST ROAD,SUITE 200(SOUTHPORT,CT 068)0 1(203)254-2385 1(203)25=4-1704 1 www,marklinlay.com MARK 1°-FI\L-is ARCHITECTS..11A July 3,2018 Mr.Michael J.Verity Chief.Building`Inspector Town of Southold, NY Town:Hall Annex Building 54375 Route 25 ,Southold, NY 11971 RE: Fishers Island,Club Addition and Renovation Interior Foundation Rigid Wall Insulation Dear Mr.Verity, Based on site reviews and visual inspections we offer that the Interior Foundation Rigid Wall Insulation at the Clubhouse Project has been.installed.in accordance with the.plans and!specifications and'.in zompliance-with the New York State Building Code for-flame spread'(25 actual;76 permitted)and;smoke developed(u450)maximum values. incerely, seph P. ulli an Partner Cc: David Cu - BruceXintin James Bradley .Stephen.Clark .023 F 14 �'ofllrfplll4441�� 96 OLD POST ROAD,SUITE 200 j'SOUTHPORT.CT 06390 3,(203)25 4-3:35 j(303)254-170=4 J www.markfinlay.com A1.uss P.FI]L.\Y Aicrut'nxrs.AL% July 3,2018 Mr. Michael J_Verity Chief Building Inspector Town of Southold, NY Town Hall Annex Building 54375 Route 25 Southold, NY 111971 RE_ Fishers Island Clue Addition,and Renovation Foundation Waterproofing/Damproofing Dear Mr.Verity, Based on reviews and visual inspections we offer that the Foundation Waterproofing at the Clubhouse Project has been-installed=in-accordance with the plans and specifications on file with the Town and in compliance with the New York State Building Code. incere , Joseph P.Mulfi n Partner `�� \�11Qt� !! Cc: David Cugini: �� i` Bfuce`:ICinlin c .ptit.® V James Bradley y �' _Stephen.Clark OF 96 OLD POST ROAD,SUITE 209 SOUTHPORT,CT 06890-1(203)254"23881(203)25447041 www.markfinlay.-coin INN'OVATIVF— EN'GWEERING SERVICES,-LLC IES- AN 4rtTF_GRA7rF_D--ENGINEERING+DESIGN FIRM J t#y 120 2018 JOSEPHT. MULLIGAN Architect,Partner. 'Mark,P.,Finlay Architects,AIA 96 Did iPost4fload,.Suite,200 -Southport;CT06890 'RE: Fishers,Island-Countr ress Z y;Club�Low P ure.Ductwork- To'the°best,of.out,knomdedgeandberidfI the'Low-pressure ductmork,has-been-InsWiled in accordance. with the plans andspecifications on filie with the Town and complies with the New York State Building Codeforthemnstruction and.reriavation,stathe Risher Island-Cm,". Zl-u4. 'Please,cOfItaCt-'US'-IfVDU'haveany�questions�or needaddition6linformation. Respectfulty submitted,, InnovativAin ineerinaervices,ug �Peter.Y cdji,PE Mem 75 33 No.Plains industrial Rd,Wallingford,Cr 06492 Page ILaf 1 229 ParkAve.S 1188637,New York,MY 10003-I502 T 203.467.4370 T 212,EW5035 F 203.793.7729 wwwiesHt_bb �"' tP++ti4',I�OV;ATF*a!E'Ei'e&6�'ISfEERtt+�l��. SERVICES,"LLC -AIv INTEGRATED ENtIGI NEERINC-4 DESIGNFIRM, July 12,2.118 JOSEPH-P.MULLIGAN Architect,Partner Mark P.Finlay,Architects,AIA 96,01d fbst Road,.Suite 200 Svuthport;.I r Q689Q RE: Flshers.lsland Country Club-,UndeW. uAd;Plumbingsystems Too thetest of.ourAnovwledge andIelief,.the vnderground.plumbing systems.are lnstdtled]n accordance with the plans and specifications on file with the Town and complies with the New York State Building ,code>#or:the constructicm and:Tenovations to tine Fisher Island Country t lub,: 'Please,conta&us.1fyou have:any:sluestians-or.need-addition :i6formatlon. Respectfullysy iveiE neitted,� lnnovaterin Sloes.LLC PeterJ.7PjOfa E Member ? �� Ao . X7:5 33 No.Plains Industrial Rd;Wallingford,Cr,06492 Pagel of 7 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.6275035 F 203.793.77291 www.lesllcb& INNOVATIVE ENGINEERING �� SERVICES, LLC - 1 ES AN INTEGRATED ENGINEERING+DESIGN'FIRM July 18, 2018 Mr.Joseph Mulligan Mark P. Finlay Architects,AIA 96 Old Post Rd.,Suite 200 Southport,CT 06390 Re: Proposed Renovations/Addition to Fisher Island Club I Fisher Island, NY l Dear Joseph, To the best of my information, knowledge and belief,the foundation and the first-floor steel framing of i the building are installed in accordance with the plans and specifications on file with the Town and in compliance with the New York State Building Code. I Please don't hesitate to contact me with any questions. Sincerely, a OF NEbV Y fid' Cliff A. Barone,Sr., P.E. 0 'its - LU Structural Senior Associate Innovative Engineering Services,LLC 07230? . 100 i 33 No.Plains Industrial Rd.,Wallingford,CT 06492 Page 1 of 1 228 Park Ave.5 888637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.Iesllc.biz L INNOVATIVE ENGINEERING ��- SERVICES, LLC -1 ES NEW- AN INTEGRATED ENGINEERING f DESIGN FIRM June 18 2018 JUN 1 9 2018 JOSEPH P.MULLIGAN Architect,Partner Mark P.Finlay Architects,AIA BUILDING DEPT' 96 Old Post Road,Suite 200TOWN OF SOMOLD Southport,CT 06890 RE: Fishers Island Country Club—Fire.Sprinkler System To the best of our knowledge and belief,the sprinkler system is installed in accordance with the plans and specifications on file with the Town and complies with the New York State.Building Code for the Construction and Renovations to the Fisher Island Country Club. NFPA 13-Standard for the Installation of Sprinkler Systems(2007 Edition). NFPA 20-Standard for the Installation of Stationary Pumps for Fire Protection(2007 Edition). NFPA 22-Standard.for Water Tanks for Private Fire Protection(2008 Edition). Building Code of New York State(2010 Edition). Fire Code of New York State(2010 Edition). Please contact us if you have any questions or need additional information. Respectfully s mi ed, Innovativ En i eerin a 'cep.LLC Peter J.Fe.la,r1t c Member- �Ep �P FppRo 87 FE$S1 33 No.Plains Industrial Rd,Wallingford,LT 06492 Page 1 of 1 228 Park Ave.S 4186637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729_ www.lesllc.biz 001- F ( ) . FOUNDATION(1ST) ------------------------------------- 1 • 1 rye &IV IF,I..a�, ROUGH FRAMING& PLUMBING 6 _ NO -�Ir�' � ' / �,,� ' � � � •.ata � / � � �I`I� L✓i� � l i'� I�Lfi�_� �V ' I ' i -� - e rub jog OWN �M!I F1 /' �� .♦ ll !/ 1 L _1 i 0111 it uI..M.; �f r '� 1.�/ • It,!RNA w v mm mw � FAVIA `It .F• ' 1 s gm 1 1 1 • ' • ' .1� COMMENTS n! . —[! Mm, all MIM-71W9- ro 11 Wb ITTA PLUMBING pr mim rd 7A 7/1 11 kit= ►� r no, ` ��t�,Pau • li 'AV NIB i► jlj��il 111!11 rW ADDITIONAL COMMENTS nmimv low ;L t Lw / " .Lam ` dA 1 - � / � r r � �' * `► tilt.�� „ �� • . • . M • lam '" 1, i ffiL aL t11 o ' LdI[f - r . - - _VW ilriA N M W, r ' tel m. M PM M ONCE fY INSULATION PER N.Y-. STATE ENERGY .D ADDITIONAL COMMENTS M1 L_ ' 'its .O 'VAP' �` /i, 7AFMZd , AIL • v MAILING ADDRESS: PLANNING BOARD MEMBERS ��OF SUUTyoP.O.Box 1179 DONALD J.WILCENSIU Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N ,c Town Hall Annex PIERCE RAFFERTY16 ® y0� 54375 State Route 25 JAMES H.RICH III �� (cor.Main Rd. &Youngs Ave.) MARTIN H.SIDOR cou I►,� Southold,-NY Telephone:631765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD October 4, 2016 Ms. Lisa Poyer Inter-Science Research Associates, Inc. P.O. Box 1201 Southampton, NY 11969 Re: Approval -Amended Site Plan for Fishers Island Club Additions Located at 20449 East Main Road, ±820' s/w/o of East Main Rd. & East End Rd., F.I. SCTM#1000-4-6-9 Zoning District: R-120 Dear Ms. Poyer: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, October 3, 2016: WHEREAS, this Amended Site Plan is for the proposed addition of 10,471 sq. ft. to expand the existing use areas within the club house and increase the existing 14,270 sq. ft. Fishers Island Country Club to 24,741 sq. ft., including the addition of 28 parking stalls and a new sanitary system on 12.3 acres in the R-120 Zoning District, Fishers Island; and WHEREAS, on May 2, 2016, Lisa Poyer, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on May 16, 2016, the Planning Board formally accepted the application as complete for review; and WHEREAS, on June 6, 2016, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any,of the criteria on the Type II list of actions; and WHEREAS, on June 9, 2016, the Planning Board, pursuant to Southold Town Code §280- 131 C., distributed the application to the required agencies for their comments; and WHEREAS, on June 20, 2016, the Suffolk County Planning Commission (SCPC) reviewed the proposed project and considered it to be an act for local determination as there appears to be no significant county-wide or inter-community impact(s); and Fishers Island Club Page 2 October 4, 2016 WHEREAS, on June 23, 2016, the Fishers Island Fire District determined there was adequate fire protection for the site; and WHEREAS, on July 11, 2016, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on July 11, 2016, a public hearing was held and closed; and WHEREAS, on July 19, 2016, the Southold Town Engineer reviewed the proposed application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on August 4, 2016, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on August 4, 2016, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on August 9, 2016, the New York State Department of Environmental Conservation (NYSDEC) reviewed the proposed project and provided a Letter of Non- jurisdiction; and WHEREAS, on August 9, 2016, the.Southold Town Trustees reviewed the proposed project and determined that the construction is out of the Coastal Erosion Hazard Area (CEHA/Chapter 111) and no permit is required but will require an Administrative Wetland Permit for minor activities proposed within 100' of the bluff; and WHEREAS, on August 11, 2016, Lisa Poyer, authorized agent, submitted an Engineering Report and revised Septic Plan for the subject site; and WHEREAS, on August 18, 2016, Lisa Poyer, authorized agent, submitted revised information for review; and WHEREAS, on August 31, 2016, Lisa Poyer, authorized agent, submitted revised Site Plans and additional information for review; and WHEREAS, on September 12, 2016, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on September 19, 2016, the NYSDEC received a complete Notice of Intent (NOI) for proposed construction activities on the subject site for Reference #NYR11 B248; and WHEREAS, on September 21, 2016, the Southold Town Trustees issued an Administrative Work Permit (#8870A) for the subject site; and Fishers Island Club Page 3 October 4, 2016 WHEREAS, on September 22, 2016, the Suffolk County Department of Health Services (SCDHS) granted approval to Reference #C10-16-0002 for a country club @ 3,810 gallons per day; and WHEREAS, on September 29, 2016, the Southold Town Chief Building Inspector reviewed and certified the proposed golf club as a permitted use in the R-120 Zoning District; and WHEREAS, on October 3, 2016, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the Site Plan with three (3) conditions entitled "Fishers Island Club", prepared by CME Associates, dated January 25, 2016 and last revised September 23, 2016, and authorizes the Chairman to endorse the Site Plan. Condition: 1. Provide a Photometric Plan compliant with Chapter 172. 2. An alternative onsite wastewater treatment system capable of limiting nitrogen in effluent from the Fishers Island Club's septic system to 19 mg/L or less shall be installed within five (5) years of the issuance of a Certificate of Occupancy for the addition approved herein. This system must be approved by the Suffolk County Department of Health Services (SCDHS). In the event that such a system is not available to be permitted by the SCDHS, the timing of this condition may be extended until such time that it is available. The condition as set forth herein shall also be detailed in a covenant, a draft of which must be provided to this office within 60 days of the date of this letter, and filed with the Suffolk County Clerk within 30 days of the Planning Board's approval of the draft covenant. 3. Best Management Practices for water conservation and water quality: a. Use of native, drought-tolerant plants in decorative landscaping; b. No application of fertilizer products containing nitrogen, phosphorus, or potassium between November 1st and April 1St; c. Apply only the minimum amount of slow-release and organic fertilizer needed to sustain healthy turf on golf courses and that fertilizer application rates shall be limited to 3 lbs. of nitrogen/1000 sq. ft. per year, over the golf course as a whole. (Consistent with the Organic Maintenance Plan adopted via Suffolk County Resolution No. 608- 1998.) Fishers Island Club Page 4 October 4, 2016 D Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 4. Approved Site Plans are valid for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Very truly yours, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: I SGf Pot Applican Agent Signature: Date: /0/7 �O 4 APPLES BOARD MEMBERS ®� ®re Southold Town Hall Ruth D. Oliva, Chairwoman �� %A 53095 Main Road Gerard P. Goehringer P.O.Box 1179 Lydia A.Tortora ® Southold,NY 11971-0959 Vincent Orlando �' ®� Tel. (631) 765-1809 James Dinizio,Jr. Fax(631)765-9064 http://southoldtown.northfork.net BOARD OF APPEALS RECEIVED P TOWN OF SOUTHOLD 3 :,5 5- �/►? FINDINGS, DELIBERATIONS AND DETERMINATION OCT 1 2004 MEETING OF SEPTEMBER 7, 2004 qU4 e ZBA File 5553—FISHERS ISLAND CLUB I haIdg- Property Location: South Side of East End Road, Fishers Island CTM 4-6-9 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's parcel is improved with an existing maintenance building, adjacent to the Fishers Island Golf Club facility on this 12.3+-acre parcel. BASIS OF APPLICATION: Zoning Code Section 100-31B(7) which states that a Special Exception is required for: Beach clubs, tennis clubs, country clubs, golf clubs and annual membership clubs and accessory playgrounds, beaches, swimming pools, tennis courts, recreational buildings and maintenance �a buildings catering exclusively to members and their guests, subject to the following requirements: - (a) No building or part thereof or any parking or loading area shall be located within 100 feet of any street line or within 50 feet of any lot line. (b) The total area covered by principal and accessory buildings shall not exceed 20% of the area of the lot. (c) No such use shall occupy a lot with an area of less than three acres. The applicant proposes new construction of a tennis pavilion and related structures (pro shop with office, bathroom, screened porch area, tennis court, and related) for private use by members of the Fishers Island Golf/Beach/Tennis Club'on this 12.3+- acre parcel, as shown on the January 14, 2004 map prepared by CME Engineering Land Surveying and Architecture, PLLC, revised May 25, 2004. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 19, 2004 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, and personal inspections, the Board makes the following findings: Page 2—September 7,2004 App ,No.55532—Fishers Island Club 4. 1) The applicant seeks approval to build tennis club structures for private use by members of the Fishers Island Club. It is the determination of this board that the operation as a tennis club facility will not in any way alter the character of the neighborhood or district. 2) Section 100-31B(7) authorizes tennis clubs catering exclusively to members and their guests, subject to the following requirements: (a) No building or part thereof or any parking or loading area shall be located within 100 feet of any street line or within 50 feet of any lot line. (b) The total area covered by principal and accessory buildings shall not exceed 20% of the area of the lot. (c) No such use shall occupy a lot with an area of less than three acres. 3) In addition, the Board has reviewed the General Standards governing Special Exception uses set forth in Section 100-263 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. B.That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. C.That the safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the proposed fitness facility use and its location. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility, scale and overall appearance. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. - BOARD RESOLUTION: In considering all of the above factors and applying the standards under New York Town Law 267, motion was offered by Member Dinizio, seconded by Chairwoman Oliva, and duly carried to GRANT a Special Exception, as applied for, to establish a tennis pavilion and related structures Page i—September 7,2004 Appl.-No. 55532—Fishers Island Club + 4-6-9 related to the membership club. Vote of the Board: Ayes: Members Oliva (Chaff an); ortor ,, o r' �gyer, ando, and Dinizio. This Resolution was duly adopted (5-0). Vincent Orl ndo,Acting Chairman 9/.P0 /04 Approved for Filing SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES CERTIFICATE OF APPROVAL OF FOODSERVICE ESTABLISHMENT FOR CONSTRUCTION,ALTERATION OR REMODELING Applicant Establishment Location Fishers Island Club 20449 East Main Road Fishers Island Approval is issued under the provisions of Article 13, Section 1304 of the Suffolk County Sanitary Code for: 1) _ New Application 2) X Remodeling THE FOLLOWING CONDITIONS APPLY: 1) PROPOSED CONSTRUCTION IS IN CONFORMITY WITH THE PLANS AND SPECIFICATIONS APPROVED BY THIS DEPARTMENT. 2) REVIEW IS BASED UPON THE APPLICATION, PLANS AND MENU YOU PROVIDED, ANY CHANGES REQUIRE WRITTEN APPROVAL FROM THE DEPARTMENT OF HEALTH SERVICES BEFORE THE CHANGES CAN BE MADE. 3)THE APPLICANT MUST CONTACT THE FOOD CONTROL UNIT AT 631-852-5873 TO ARRANGE AN INSPECTION OF COMPLETED CONSTRUCTION PRIOR TO OPERATION. 4) THIS CERTIFICATE IS NOT A PERMIT TO OPERATE A FOOD SERVICE ESTARLISHMENT. OPERATION WITHOUT A SATISFACTORY PRE-OPERATIONAL INSPECTION AND/OR A PERMIT TO OPERATE WILL RESULT IN LEGAL ACTION. 5) PLEASE MAINTAIN YOUR SET OF APPROVED PLANS AT THE ESTABLISHMENT FOR USE DURING CONSTRUCTION AND INSPECTIONS. 6)THIS APPROVAL DOES NOT CONSTITUTE APPROVAL BY ANY OTHER STATE OR LOCAL REGULATORY AGENCY. 7) THE APPROVAL TO CONSTRUCT IS VALID FOR 2 YEARS. AN EXTENSION MAY BE GRANTED UPON'WRITTEN REQUEST WITHIN 30 DAYS OF EXPIRATION. 8) THE APPLICANT SHALL ASSURE CONFORMANCE WITH THE FOLLOWING AMENDMENTS TO PLANS AND SPECIFICATIONS: a) Water heater Cis a 119 gallon 300,000 Btu unit. b) Field inspections to confirm an adequate amount of hot hold equipment. c) Provide a splash guard between numbers 121 & 122. d) Final approval from the Office of Wastewater Management ISSUED FOR THE COMMISSIONER OF HEALTH DESI67NATED REPRESENTATIVE DATE 09/27/16 TRAINING AND PLAN REVIEW UNIF 360 Yaphank Ave.Yaphank MY 11980(631)852-5873 06110 i COUNTY OF SUFFOLK I STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L TOMARKEN,ARD,MPH,BABA,MSW Commissioner TO: Nadine Roe FROM: Brad P. Schleier DATE: May 03,2018 RE: Country Club The following food establishment has been issued approval by Wastewater Management: Name of Establishment: Country Club H.D.Ref.No.: C10-16-0002 Property Location: No.&So. Side of East Main Rd.,2500' of Castle Rd. Hamlet: Fishers Island Town: Southold Tax Map Number(s): District(s): Section(s): Block(s): Lot(s): 1000 4,(5) 6,(2) 9,11,12,7,(7.5) . APPROVED SEATrKo: Restaurant: Catering: Bar: Outdoor/Patio: -250 Seat Max - -50 Seats Max -50 Seats Max i ® Comments: Main Club Dining House approved for 250 seats for restaurant, 50 seats for bar area and 50 seats for outdoor for a total of 350 seats. ' LM Preliminary approval for construction was issued on: September 25,2016 Final approval was issued on: - May 03,2018 Date: May 03,2018 Reviewed by:Brad P. Schleier i i DIVISION OF ENVIRONMENTAL QUALITY Offlce of Wastewater Management•360 Yaphank Avenue,Suite 2C,Yaphank NY 11880 (631)852-6700 Fax(631)852-5755 PublfaHealth TESTING MECHANICS CORP. ENVIRONMENTAL TESTING AND MONITORING 3770 Merrick Rd. Seaford U New York 11783 (516) 221-3800 October 25,2016 Southold Building Department City Government Office 54375 New York-25, Southold,New York 11971 Re: Asbestos containing materials inspection at the Fisher's Island Club-20449 East Main Road Fisher's Island,New York 06390 Dear Sir or Madame: Testing Mechanics Corporation, on behalf of the owner of the above referenced premises,has conducted an asbestos investigation on October 12,2016 and October 25,2016,and declare that the portions of the premises to be demolished are free of any known asbestos containing material (ACM). The inspection was performed by Paul Calzolano who is a New York State Licensed and Certified Asbestos Inspector. If you have any questions,or require additional information,please feel free to contact me. Respectfully submitted TESTING MECHANICS CORPORATION Paul Calzolano Technical Director New York State Department Of Labor Certificate Number 89-07649 PC/eb Encl.: Copy Of Paul Calzolano's Inspectors License Page 1 of 2 TESTING MECHANICS CORP. ENVIRONMENTAL TESTING AND MONITORING 3770 Merrick Rd. Seaford Ll New York 11783 (516) 221-3800. dOFfNEWiYORK-'D PAAT ME F •- - - i - �' - AS6FaSTC);S{CER71Ff ({ PAU�LzS`CAIIOtAIO. 'Act W S(f? PiRES);' `' ?E�IUIJ6 LQft;7):`',I �CT�� 8 -0.7G 9a fi`.�.9.Q(]7$,1:3�9- v i titUS ,BEfCARy ED®N�A 05'PR�O�J[E<<,fs jr s -� �C N�II�IIIIBIIIIIIII�IIII��llllhl � � IF FOUND RETURN TO: EYES BRO NYSDOL — L&C UNIT �o —� HAIR BRO ROOM 161A BUILDING 12 Z o HGT 5 10" STATE OFFICE CAMPUS 0 ALBANY NY 12240 .o Page 2 of 2 1 f� bad on 2"!, (p '1 (38 4��OF SO�jyo . ti 1p Town Hall Annex : 41 41 Telephone(631)765-1802 54375 Main Road y &W(6 OW(63 )765 P.O.Box I179rOQerlChert1SOuhOQ nV us -0959Southold,NY 11971 i i I: BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. _h r 15% �,_ Ga F ec k e-- Date: Company Name: 13 D _ -c t ( C_ �.. Name: c-i S �..r C--3,::!1.1 e- License No.: Jn-g':- Address: *00 7- /+�L e ,� j l i 61 �i"/7 i_ 5 callMY -Phone No.: /—'7f's£ --`'��1`� ��l X00 JOBSITE INFORMATION: (*Indicates required information) *Name: F4 5b i *Address: 1j,9 rota. c� *Cross Street: *Phone No.: Permit No.: Lf 1141?) s Tax-Map District: 1000 Section: Block: (o Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ore-)Z 1,e 4-c W . i (Please Circle All That Apply) �, l Is job ready for inspection: YES N Rough In Final *Do.you need a Temp Certificate: YES !UO Temp Information (it needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Over ead rti PAYMENT DUE WITH APPLICATION 017 vtp, V , I^ .82=Reques o tion Form TOS OF SOL TUOV) .F 5 0 '`0 U t - RUING`=DEPARTM 4 - S W N OF� TH'OL o D: -' Town.Hall,Annez 54375.Mairi Roan.;.PO'.Boz`w11;Z9..,Southold;:NY:11971=09 ! 802:%'.Fait 631 765=9502 a"; t = :Tele hone:631'`:765 1 ( J elf , - rtificate �� ' ber of•Meters�.. - - - - -�'�='- - - mpo"nary C =.Te - %�. �fiase 'Size: d:=Ovtaerredroute ' Yt Ezisf in- S ervic .rV'ce. connec di .e) - Chari-a of`Se i 9. ^.New Ser c 9 - r�~ :Location' _ Issuecl'to''-/°'Y�t 72g� Installed bY, - "r'ise:e ui`merit is on'f'ile.with°the Town,of:Southold:.Ori applicant's h6 ification. Application-f&Aectrical se y q_ p '.that;thisinstallatiorr'is,complefe;.the;tovirn wilj,conduct,a"premises inspectiori:of ftie,senrice'equipmerit.: .,._.. . _ -`_"1"his'v ificat'i .�Authorized'b,Y" - . - - _ �ti Scott A. Russell ,��°SU k STO�]l�.I��l WA\T]ER. SUPERVISORMANAGEMENTz SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLIAWING: . Yes NO (CHECK ALL THAT APPLY) Q❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. �❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ©❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department wit our Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #' 1 OQO Date: Fishers island Club District NAME: c/o Richar H. Strouse, P.E.L.S_ 004 6 9 01-06-2016 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY*** Contact Information 860-928-7848 Reviewed By: Date: Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 20449 East Main Road Stormwater Management Control Plan Not Required. Fishers Island - - — — — — — — — — — — — — — — — i Stormwater Management Control Plan is Required. C (Forward to Engineering Department for Review.) �) FORM * SMCP-TOS MAY 2014 L * subdivision pending MARK P. FINLAY ARCHITECTS, AIA TRANSMITTAL 96 Old Post Road, Suite 200 60 East 661 Street Southport,CT 06890 New York,NY 10065 T(203)254-2388 T(212)933-4834 F(203)254-1704 mpfaia@markfinlay.com To: C.E.Floyd Company,Inc. Date: 10.05.16 101 Centerpoint Drive Attn: Mr. Michael Skapczynski Middletown, CT 06457 P: 860 635-7111012 Re: Fishers Island F: 860 635-8111 C: 860 929-2115 File: 1502 www.cefloyd.com WE ARE SENDING YOU as checked below: ® Attached ❑ Under separate the following items. cover via ❑ Shop Drawings ® Prints [ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order [ Other COPIES DATE NO. DESCRIPTION 4 Sets 09/23/16 Permit Set Complete Set with all disciplines 4 Sets 09/23/16 Demo Set Complete Set with all disciplines 2 Copies 09/29/16 Project Manual _ 1 Copy 9/27/16 Approved Health Services Stamped Returned Copy Dw s 1 Copy 9/27/16 Stormwater Management Stamped Returned Copy Worksheet THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For Your Use ❑ Approved as noted ❑ Submit copies for approval ❑ As Requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Other ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Hi Mike, Enclosed are all the documents for the Fishers Island Permit Submittal. Good Luck Signed: Ted Leviss C.E.Floyd Company,Inc. 306 Industrial Park Road Tel:860.635.7111 Middletown,Connecticut 06457-1517 Fax 860.635.8111 October 28,2015 Mike Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold,NY 11971 REE: Fishers Island Club Certificate of Utilities Made-Safe Dear Mike: This letter shall serve as a certification that all utilities will be properly and safely disconnected,cut, capped or otherwise"Made-Safe"prior to the selective and partial building demolition planned the Fishers Island Club Project. All sub_ject utilities are fed underground to the Kitchen/Casual Dining portion of the Club that is to remain.After the mass.demolition is complete,.the Kitchen/Casual Dining portion of the Club will be re-energized and put back into service including the fire alarm and fire protection systems_These services will be in-place for the duration of the reconstruction of the Club. Please contact me should you have any questions or concerns relative to our utility Make- Safe plan. kyou, ki Senior Pzoject Manager Bedford MA general contractor/construction manager Middletow- MARK 1'.I'INLAY ARCHITECTS.AIA ARC111FE IURF. R IN]I.R10R neacv March 1, 2017 Mr. Michael J. Verity Chief Building Inspector Town of Southold, NY Town Hall Annex Building 54375 Route 25 Southold, NY 11971 RE: Fishers Island Club Addition and Renovation Building Permit Application Dear Mr. Verity, Attached please find a complete set of Construction Documents for the Fishers Island Club. I believe we have made all of the requested modifications to the set as enumerated below and in accordance with the list received from the General Contractor, also as attached. Drawing: Changes made: Coversheet Updated issue date C-01 Updated Code information, added BTU loads, removed references to IBC, added note regarding compliance with required travel distances. SP-2 Added note to clarify Guard Rail heights and requirements A-12 Added detail notation to indicate Guard Rail detail per drawing A-25 1-9 Added vertical grab bar at accessible toilet 1-12 Added vertical grab bar at accessible toilet and modified handshower for compliance 1-13 Added vertical grab bar at accessible toilet and modified handshower for compliance 1-14 Added vertical grab bar at accessible toilet and modified handshower for compliance S-0 Highlighted Snow, Seismic and Wind load data We have also attached a revised ComCheck indicating compliance with the New York State Energy Code (IECC 2015) Placarding of occupancy will be provided by the Club in accordance with the Code. We have included your original notations as a separate set of drawings for reference and the new drawings have been included in the complete overall set. If you find the changes acceptable I will prepare an additional 3 sets to be submitted to your office. Please feel free to call me with any questions or comments. y Mull gan 96 OLD POST ROAD, SUITE 200 1 SOUTHPORT,CT 06890 1(203)254-23881(203)254-1704 1 www.markfinlay.com MARK P. FINLAY ARCHITECTS, AIA TRANSMITTAL 96 Old Post Road, Suite 200 Southport, CT 06890 (203)254-2388 (203)254-1704 Fax mpfaia@markfinlay.com To: Mike Verity Date: March 1,2017 Chief Building Inspector Attn: Mike Verity Town Hall Annex Suite 1179 Southold,NY 11971 Re: Fishers Island Club File: WE ARE SENDING YOU as checked below: x Attached Under separate cover via the following items. Shop Drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Other COPIES DATE NO. DESCRIPTION (7) 30 x 52 Resubmittal for Building Permit THESE ARE TRANSMITTED as checked below: ❑ For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For Your Use ❑ Approved as noted ❑ Submit copies for approval ❑ As Requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Other ❑ FOR BIDS DUE ❑ RETURNED AFTER LOAN TO US REMARKS: D [EC[EDV[E DD MAR - 2 2017 BUILDING DEPT. TOWN OF SOUTHOLD Ted Leviss MARIA P. FINLAY ARCHITECTS, AIA TRANSMITTAL 96 Old Post Road, Suite 200 60 East 66a`Street Southport,CT 06890 New York,NY 10065 T(203)254-2388 T(212)933-4834 F(203)254-1704 mpfaia@markfinlay.com To: Mr. Michael Verity Date: 03/29/17 Chief Building Inspector Attn: Mr. Michael Verity Town Hall Annex Building 54375 Route 25 Re: Fishers Island P.O. Box 1179 Southold,NY 11971 File: 1502 WE ARE SENDING YOU as checked below: ® Attached ❑ Under the following items. separate cover via ❑ Shop Drawings ® Prints [ Plans ❑ Samples ❑ Specifications ❑ Copy of Letter ❑ Change Order [ Other COPIES DATE NO. DESCRIPTION 4 Sets 03.29.17 Full Size Prints Building Permit Re-Submittal THESE ARE TRANSMITTED as checked below: ® For Approval ❑ Approved as submitted ❑ Resubmit copies for approval ® For Your Use ❑ Approved as noted ❑ Submit copies for approval ❑ As Requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ Other ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Signed: Ted Leviss SUBSOIL SOIL MECHANICS D � o IIwESTICATIOIvs LETTER OF TRANSMITTAL 3770 MERRICK RD. • SEAFORD,L.I.,NLA!YORK 11783 (516)221-2333 FAX(516)679-4373 : DATE: November 1, 2017 JOB NO.: 16-826 TO: RE: Fishers Island Clubhouse Fishers Island Club Fishers Island, NY PO Box 605 Fishers Island, NY 06390 ATT: Mr. Paul Giles WE ARE SENDING YOU THE FOLLOWING ITEMS: 0 ATTACHED ❑ UNDER SEPARATE COVER ❑ Prints ❑ Plans ❑ Change Order ❑ Samples ❑ Shop Drawings ❑ Specifications ❑ Copy of Letter 0 Other: Certification Letter COPIES DATE NO. DESCRIPTION 3 Certification Letter for Post Installed Anchors THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ For Approval ❑ Approved as Noted For Your Use ❑ Returned for Corrections ❑ As Requested ❑ Resubmit Copies for Approval ❑ For Review and Comment ❑ Submit Copies for Distribution ❑ Approved as Submitted ❑ Return Corrected Prints ❑ Other ❑ For Bids Due 20 ❑ Prints Returned after Loan to Us REMARKS: COPY TO: SIGNED: INTERSCIENCE RESEARCH ASSOCIATES, INC. ENVIRONMENTAL PLANNING & DEVELOPMENT CONSULTANTS RICHARD ERIK WARREN,AICP President May 9, 2018 -Via Hand Delivery- D Michael Verity, Chief Building Inspector Building Department VAY — 8 2018 Town Hall Annex Building 54375 Rt. 25 c ;r ;�;z- ,r+:;gig+. Southold,NY 11971 ��1�� TOWN OF SOUTHOLD RE: Building Permit No. 41148 Fishers Island Club Situate: 20449 East Main Road, Fishers Island SCTM No. 1000-04-06-09 Dear Mr. Verity: Please find the enclosed original SCDHS final approval for the Fishers Island Club property. This information has been provided for the pending of the Certificate of Compliance for the clubhouse improvements. If you have additional questions regarding the project in general, do not hesitate to contact this office. Sincerely, VPr oyer Environmental Planner LP:lp L:\Fishers Island Club\bdTRANfinal SCDHSapprovals ub05092018.docx POST OFFICE BOX 1201 • 36 NUGENT STREET • SOUTHAMPTON, NEW YORK 11969-1201 • 631-283-5958 • FAX:631-283-5974 r':�.)�('rI J'(�I� i �nf-•�J uis�c,, t_�s s it cc.-s•r ��t'li'I.ji'.rj_ tv r:d VF js 41e-i6Y•i7'tz:N...;-Cit .....r�? Pl-e ser_rc:L��);J, UJ r ivP 5 YVI,� Cs N O O ZO U O. O O N o a a �' a 0- a Suffolk County Department of Health Services — L 0 0 0 W 0 0 0 4 Approval for Construction-Other Than Single Family c� ``' t] a vNi x x a p (n J tl �- J J J FReference No. G— ( —�ri�r - Design Flow. (N6 j( Tvl>� fGc� > Z) m m can = = x Uj /'' 0 0 0 0 These 104 C14 plans have been reviewed for general conformance with Suffolk � County Department of Health Services standards,relating to water supply o o o N N o `� `� N N' � 0 � �� and sewage disposal. Regardless of any omissions,inconsistences or lack o 0 0 0 0 0 0 0 0 of detail,construction is required to be in accordance with the attached permit conditions and applicable standards unless specifically waived by z N M CO � °0 0, ' the Department. This approval expires 3 years from the approval da. unless extend or renewed. =s G �� / a A val Date Reviewer a Q 0 ; f D N N pp co WATER LTN9(0) BUST BE INSPECTED BY` lqE LnCr = o o SUFFOLK COUNTY DEPT, OF HEALTH CERVICES. m W CALL 852-5754, 41.6 HOURS 1K AE? mcv, O � o 0 0 z 2 W 0 J LLJ O w 2 O d m 0 U U f DATE: 01/25/2016 O NOTED FLKCAVATTION INS EG ION iE( �.IIPIK ; SCALE: AS FOR SANITARY SYSTEM ° PROJECT: #2015825 i i_ Y HEALTH DEPARTMENT SHEET 95.33' .: r 1 73 S41-4332 W " � U J 11100 E 0 01 0 .7 F- o F Y U Co a) �s LL _o a) W Cn E E L_ CL � .> U W < � o72 06 a CZ m 3 Q t 0'-C C V _ - S S I S LA ND C UB Cn `� V O N C',•^ I; Z3 p L1J M o § T 03 W co 00 V c c� J 1 CURVE DATA TABLE CURVE DATA TABLE LINE TABLE UNE TABLE UNE TABLE LINE TABLE LINE TABLE LINE TABLE LINE TABLE ft CURVE DELTA RADIUS LENGTH CHORD CURVE DELTA RADIUS LENGTH CHORD LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH LINE BEARING LENGTH C1 0°48'08" 3687.32 51.63 N33°41'26"W 51 .63' C12 ' 89°01 '35" 301 .00 467.70 N86°14'19"E 422.05' L1 N01°29'30"W 200.00' L12 N75°36'00"E 103.12' L23 i S82°51 '10"W 152.83' L38 S43°37'40"E 112.00' L49 N40'06'30"E 141.16' L60 S87'13'1 1 "E 83.00' L69 N41°43'32"E 94.38' C2 1'53'15" :5642.32 119.98 S33°09'41 "E 119.98' C13 33'32'32" 348.00 203.73 N58'29'48"E 200.83' L2 N34'05'30"W 241 .26' L13 S24°49'00"E 270.52' L24 N34'37'49"W 187.16' L39 S84°24'10"E 155.12' L50 N85'07'48"E 202.50' L61 N16°20'20"E '130.30' L70 N86'50'42"E 46.30' C3 40'54'57" 248.01 177.11 S65°53 31 'W 173.37 C14 11'34'38" 973.78 196.76 N81'03 23 E 196.43' L3 N57°03 00 E 154.41 L14 S24'49 00 E 188.69 L29 N45°26 03 E 132.82 L40 N56°19'10 'E 144.89' L51 S86'46 42 E 159.53 L62 N45°28 40 W 46.07 L71 N74'54 49 E 75.02 C4 12°02 54" 473.79 99.63 N87°37'28"W 99.45 C15 11°55'53' 905.00 188.46 N80°52'46"E 188.12' L4 N89°04'30"E 70.38' L15 S44°24 00"E 244.00' L30 N81°35'44"W 80.10 L41 N23°02 15 W 37.90 L52 N73°21 48 'E 115.31 ' L63 S44°31 20'W 77.00' L72 N34°05'30 'W 228.56 ' °� ,'' C. C5 35°45 49" 232.46 145.10 N80°31 23 E 142.75' C16 104°10'58 255.00 463.68 N86'10 59 W 402.39 L5 N89°04 30"E 47.04' L1 6 S89°59 00 E 62,.40 L31 S62°38 30 W 452.91 L42 N57'15'50"W 61.40 L53 N 17°40 18 E 304.56 L64 S 17°20'10 W 91 .96 L73 S41°43'32 W 95.33 ` C6 67°1 1 '50" 42.15 49.43 S49'56 15 W 46.65 C17 33'32'32" 388.00 227.14 S58'29 48 W 2 23.9 1 L6 N33°26'50"E 77.21 ' L17 S15°53 50 E 239.64 L32 N27'21 30 W 108.50 L43 N58'54 30 E 74.47 L54 S50°25'50 W 129.09 L65 S06'07'40'W 253.34 L74 S86°50'42 'W 46.30 C7 31'51 '00" 70.09 38.96 S00'24'S0"W 38.46' C18 11'34'38" 1013.78 204.84 S81°03'23"W 204.50' L7 N20'25'10"E 212.89' L18 S24°47'10"W 669.67' L33 S62°38'30"W 175.00' L44 N37°38'50"E 44.20' L55 N50'25'50"E 179.62' L66 S48°04'40"E 91 .00' L75 S74°54'49"W 64.49' C8 29'58'00" 129.93 67.96 S30'29'40"E 67.18' C19 1 1°55'53" 865.00 180.13 S80'52'46"W 179.80' L8 N 19°50'00"E 344.50' L19 S38°04'10"W 253.83' L34 S06'05'00"E 42.52' L45 N21'39'30"E 97.03' L56 N65'34'10"E 218.80' L67 N 16°20'20"E 130.30' L76 S45°26'03"W 122.30' C9 104°06'24" 20.00 36.34 N35'42'52"W 31 .54' C201 40°54'57" 288.01 205.67 S65'53'31 "W 201 .33' L9 S23°00'00"W 50.89' L20 N19°57'45"W 548.52' L35 N85°20'00"E 45.64' L46 S26°25'00"E 128.65' L57 N16°48'10"E 373.23' L68 N45°28'40"W 46.07' L77 N81'35'44"W 80.10' C10 31°51'00" 100.09 55.64 S00'24'50"W 54.93' C21 12°02'54 513.79 108.04 N87°37'28"W 107.84' L10 S68'23'00"E 145.80' L21 N78°56'50"W 240.94' L36 S84°06'00"E 160.30' L47 S52°09'36"E 229.16' L58 N18°02'30"E 518.33' L78 S62°38'30"W 100.00' C11 29°58'00 159.93 83.65 S30°29'40"E 82.70' LC_'_2 35°45'49" 192.46 120.13 S80°31 '23"W 118.19' L11 S55°56'00"E 142.90' L22FN60*47'50"W 114.87 L37 N51°09'30"E 81.80' L48 N19*45'24"E 68.52' L59 N87°46'07"W 313.07' L79 S38°44'14"W 126.49' MAP REFERENCES NOTES 1. "PARKING IMPROVEMENT PLAN PREPARED FOR FISHERS ISLAND 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYOUT" INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE DATE: 01-31-2002 SCALE: 1"=20' SHEET 1 OF 2 BY CME/CPK PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR DESIGN GROUP. CME FILE #2001878 EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY 2. SITE PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END ROAD FISHERS ISLAND, NEW YORK TENNIS PAVILION" DATE: PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. � 1-7 1 01-14-2004 SCALE: 1" = 20' SHEET No. 1 OF 1 REVISED THROUGH 7-4 \ 09/01/06 BY CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND PLI-C. CME FILE #2004800 SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL \ 7-12 / ARE THE PRODUCT OF THE LAND SURVEYOR. \ 7-6 3-1 `\ 2-2 2-1 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND 1-8 1 IGEODETIC SURVEY TRIANGULATION STATION "CHOCOMOUNT 2" 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF \ 7-5 L60 ISUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09. \ 7-11 O L59 G`O 6. SITE IS LOCATED IN ZONING DISTRICT R-120. \ \ 7-7 , N/F WRECK 1-9 N/F VANHENGEL FAMILY J ISLAND (NORTH) LLC / 7. BASE FOR LEVELS: NGVD 1929 \ PROPERTY TRUST "VACANT LAND" 1-12 / �1 /\ �' 1-10 N \ 7-10 7-SA N/F KINDER VH CORP LLC `S6 ,� O O \ O \ / m N E/ A 5 T H A #J ® 7-86 8-1 8-2 1-11 _j k-u N/F RICHARD A. MILLER Y r N/F MAARTEN R. & CLAUDIA "VACANT LAND" (if I 7-9 VANHENGEL / / z Q 0 \ I & 8-4A S6' Z O0 z Z Ld c- 12-3 N/F JOHN A. N / 8-8 LAN Q U 'VACANT LAND" / Q Ld \ x- 8-7\_ \ / 8-7 8-6A �y0 � W (n L1 0,4�4`�S z U) 0) , - I - \ Ll l / / 8-g N/F JONATHAN R. & MADORA �� 7 LL_ I..0 O _ 12-2 12 9-1 KIBBE / W N 17 / 1,750' 1000-4-4-16 8-11 PORTION ALONG SHORE V / , V L1 ( 39.95± ACRES J t ! N/F MARY DENNY WRAY + ' '' �'., `t _� 1996 TRUST N/F H. L FERGUSON MUSEUM, INC / 4-4-4 PORTION �- / 12-1 10-1, 10-8 10-2 "VACANT LAND' / 4 - `-•� �; 8-10 �. Y 4-4-5 8-12 / rn •s fit Q.. LI..I cJ°fM1 N/F CAINE GWATHMEY 1000-5-2-3 12-7 #16 PORTION L8 L14 N N/F SARA E. EVANS �7 / � 10-8, 10-7A,B � ✓✓J L52 C-� 4-4-6 L50 L51 1000-4-4-8 L1 L16 1000-5-2-2 v� �Aj 1000-5-2-4 FISHERS ISLAND DEVELOPMENT CORP. #2 ��g ,� <�t� �,�� J L35 36 � N/F HAMILTON <g? 11-4 #18 33.32± ACRES 'I$ �-� RESIDENCES LLC / C"' /+ #1 N/F BRANDYWINE TRUST CO., V- 7As TRUSTEE G 1000-4-4-9 C 1 C2 vEc / GAG L39 m = LOT 1 MILLIKEN 1�O -\ SUBDIVISION �, BE®CLUB / ALONG t 11-1 � 6 �� #3 / / \�_ / ALONG SHORE O N 1979 C2 UUUU "''�� / Z L3 L74 uj C19 �� / \ /� Z o LOT 2 C L71 / / MILLIKEN 1 C15 / \ \ uj u w SUBDIVISIONL17 _ -� / \ O 1979 y / 1000-4-6-8 L2 �1 / / Ld VACANT ® GOLF / J � � / w0 C16 LAND CLUBHOUSE / \ CAMPBELL Q O\ L1 L24 GAZ FISHERS ISLAND DEVELOPMENT CORP. E5 ® � PORTION 0 -1, 10-8 10-2 L22 l.� N/F L2 11.92± ACRES / 4-4-5 0 FISHERS ISLAND 1000-4-6-9 DE'JELOPMENT CORP. L21 LINE ND O / ( 5 L 10-8, 10-7A.0 10-3 L18 \ ® u I / 10-6 10-4 ~ � / \ NOTE: ALL DEVELOPED ABUTTING PROPERTIES ®aye Q O Leo CONNECTED TO MUNICIPAL WATER AND HAVE ,�-s Bim`" o Ln LO ON SITE SEPTIC SYSTEMS. o own / Ln Ln L1 ��` m I I y a I o F77 - ABUTTERS f Q 2 I �� 2, o o 0 o f r IL1:;) COVE M-S-B-L OWNER USE / GOLF / � Z z w � 15-16 & \ 250 125 0 250 CLUBHOUSE SUFFOLK COUNTY CZPAR T i iENT 07;;i !?1•_i N SE wo Y z Y � U O 1000-4-4-8 PRESTON REED, INC. SINGLE FAMILY RESIDENCE / 0NF „ R„ � o w � = o API'i^.OVAL Qt'C ..,.T<,I ICiFO I.' i„s,S a m o o U U L� / GRAPHIC SCALE IN FEET 1000-4-4-9 EDNUND M. CARPENTER SINGLE FAMILY RESIDENCE -- MAY 0 4' 20�� S r. N �� h / Date H.�,.�v:.�.� e1 Ir;O '"��a`t JOHN N. IRWIN, III & DATE. 03/08/2018 1000-4-6-8 VACANT LAND // \ / The cem ^dis osa!ond' m!u cup.p' r3611*'ies JEANETTE IRWIN 9� lv� f, 'y � '{ 1000-4-4-15 EMILY R. CRISP REVOC. TRUST SINGLE FAMILY RESIDENCE 8at�1:StOC3t10Rt�31:. ,�,£';11itS�.i?......ts..�;., Of SCALE: AS NOTED - certified b;th*s Q pa�:,ert cr of;",-r agencies 1000-4-4-16 KANE K. BAKER SINGLE FAMILY RESIDENCE / \ ' �./+� D and found L t 0<^y. QUALITY CONTROL CERTIFICATION / PROJECT: #2015825 1000-5-2-1 BR�,NDYWINE TRUST CO. SINGLE FAMILY RESIDENCE �� \ ��,��;j�!!�^_/,.�f.=^••Kj"' 1`(�Y 1 �� GROUP REVIEWED DATE 1000-5-2-2 CAINES GWATHMEY SINGLE FAMILY RESIDENCE > / 1� AY H 2018 41 l V PROJECT MANAGER SURVEY 1000-5-2-3 SARA E. EVANS SINGLE FAMILY RESIDENCE 01,w of Wastewater Manageme►tt { SHEET ENVIRONMENTAL 1000-5-2-4 HAMILTON RESIDENCES LLC SINGLE FAMILY RESIDENCE LOCATION MAP SCALE 1 "=400' T"., i ��►: '+`�='T CIVIL TON=civ OF SOUT]I ,D 1 OF 2 STRUCTURAL ARCHITECTURAL U r� W " f °D (7 G2GON' � .� _ L LEGEND r - 7 �P 01 p .� c 2 co PROPERTY LINE ABUTTERS LINE - - �� W EDGE OF PAVEMENT \ O i ro > U a \ Q y o EDGE OF GRAVEL ------------------- W -0 0 STONE WALL MP\N Q c a m m RETAINING WALL ,I,\I MP`N so�ER :- \ cv it ca L f0 N N. _ - STOCKADE FENCE �5' rS' FN Gs c °Ri' eiT�MN (� U �' TREE LINE \ w w \. - sE��5\NG �xsc\NG v:.- i srop OOS°Rife O '` V w w cm NOW OR FORMERLY N/F _ °R eqR to /+ � UTILITY POLE f 7 (n T N WATER VALVE Da '- 74 \ Q 00 wv \ M � EXISTING BUILDING � G - \ W (n s�� EXISTING LEACHING AREA `ter__ SEPTIC SYSTEM No. 1 _ - TE�, PERMIT C10-05-0006 �' \ ; � •- \% a eox / rlr� o p\s�R\pN.. \ 0s, A SWING ER TIES CORN \ y V a gena f opo°P p�\c M' ! 112 STORMTANK �\ \ \ �Nep �PNK \sE ! MODULES \ FROM TO DISTANCE '£ceaHONe 6X sEp / tE� (STORM WATER \ i _ pR°X\MPNEyj ETENTION SYSTEM \`\ 9�\\ BUILDING CORNER "A" CLEAN-OUT 1 30.5' \_ •, .-'' 200o ROPof ) 1 \\ y \\ BUILDING CORNER "B" CLEAN-OUT 1 8,5' ELEC. 80X \ / ( CATCH \\ �\ " --_ •;..-�� BUILDING CORNER A CLEAN-OUT 2 245' BASIN \ FPV7 n rr _ EDGE OF J \ \ BUILDING CORNER B CLEAN-OUT 2 12.5' BUILDING CORNER "A" GREASE TRAP 2 INLET MANHOLE 29,8' o I � BUILDING CORNER "B" GREASE TRAP 2 INLET MANHOLE 20.5' ^� BUILDING CORNER "A" GREASE TRAP 2 OUTLET MANHOLE 34.4' /'` \ I I ao ,1 RQ MEHrIc g\_DG• i BUILDING CORNER "B" GREASE TRAP 2 OUTLET MANHOLE 26.3' SEPTIC ` EXISTING 5,000 GAL. \��,--�\'\ BUILDING CORNER "A" CLEAN-OUT 3 M.H. SEPTIC TANK \-� 37.0' BUILDING CORNER "B" CLEAN-OUT 3 29,5' SEPTIC ^( y Rp1� NEX M.H. �� BUILDING CORNER "A" GREASE TRAP WYE 78.0' o PQP o �0 o RA1t HANDICAP p� ❑ '� I� � <v BOG ROP FENCE PARKING C30 S r / �Q,, BUILDING CORNER "B" GREASE TRAP WYE 60.2' O - 00BUILDING CORNER "A" CLEAN-OUT 4 76.6' E OQ APPROX. LOCATION ) BEUEStON K 0 a� 4" WATER SERVICE - 2 BUILDING CORNER "B" CLEAN-OUT 4 60.0' fr T is�.P'�M^ BUILDING CORNER "A" SEPTIC TANK 1 INLET MANHOLEq, 136.7' ~ ` 169 STORM TANK �,. I `t FiU Fi.5'T^i MODULES PORCH CORNER SEPTIC TANK 1 INLET MANHOLE 134.7 (STORM WATER %�`.,. TENNIS TENNIS COURT t� .^r ,• ; RETENTION SYSTEM) - PAVIWON n BUILDING CORNER "A" SEPTIC TANK 1 OUTLET MANHOLE 144.8' " Pf I I PORCH CORNER SEPTIC TANK 1 OUTLET MANHOLE 133.5' " RF- r GPPRSS°P EXISTING GREASE TRAP `,ET�"N5F _ _ BUILDING CORNER "A" SEPTIC TANK 2 INLET MANHOLE 145.5' `. \N GRP SEPTIC SYSTEM No. 1 l y�E NO �• Ex`s PERMIT C10-05-0006 / - - ,+ , PORCH CORNER SEPTIC TANK 2 INLET MANHOLE 132.7' x© l WG: NEW 2" COPPER / BUILDING CORNER "A" SEPTIC TANK 2 OUTLET MANHOLE 148 4' / a WATER SERVICE ELECTRIC CONDUIT ii % / r y -,_ - MARCH 2018 PORCH CORNER SEPTIC TANK 2 OUTLET MANHOLE 129,3' / WITHIN 5' OF SEWER BUILDING CORNER "A" SMH 1 153.1' CATCH LINES ENCASED i , / BASIN / IN CONCRETE HVAC o PORCH CORNER SMH 1 128,7' BUILDING CORNER "A" SMH 2 145.0' Q / .. 17.8' P BASEMENT (LOWER LEVEL) Z PORCH CORNER SMH 2 1 / KITCHEN (UPPER LEVEL) N W _ BUILDING CORNER "A" SMH 3m 164.1' 0 PORCH CORNER SMH 3 129,7' (� 6" PERFORATED PVC LLJ O IN STONE TRENCH- 29.7' O BUILDING CORNER "A" NORTHWEST CORNER OF LEACHING AREA 163.1' DISCHARGE TO CB / 15.8' PORCH CORNER NORTHWEST CORNER OF LEACHING O `\ AREA 122.7' RESTROOMS (LOWER LEVEL) Q '.,� BUILDING CORNER "A" NORTHEAST CORNER OF LEACHING AREA 140.1' I KITCHEN/DINING (UPPER LEVEL) DUMPSTER I AREA ,\ PORCH CORNER NORTHEAST CORNER OF LEACHING AREA 75.7' BUILDING CORNER "A" SOUTHEAST CORNER OF LEACHING AREA 105.3' `s CRAWL SPACE (LOWER LEVEL) PORCH CORNER SOUTHEAST CORNEROF LEACHING AREA 54.9' O I _ KITCHEN (UPPER LEVEL) LOADING 5 Z O AREA I BUILDING CORNER "A" SOUTHWEST CORNER OF LEACHING AREA 134.4' Q O PAVED ' PORCH CORNER SOUTHWEST CORNER OF LEACHING AREA 111.1' z O0 Z z Lij Z CART AREA RAMP J� � Q SEPTICU / 1 EXPANSION A � L AREA �`� �� SEPTIC SYSTEM No. 2 INVERT TABLE U Q 1— (� Y)) NOTE: UNLESS OTHERWISE INDICATED, ALL PIPING IS 6" SDR 35 PVC OJ w w 0 / PRO SHOP (LOWER LEVEL) >S STORAGE (LOWER LEVEL) 1 / � •1• D , J DINING (UPPER LEVEL) � DINING (UPPER LEVEL) EXISTING CLUB HOUSE / ' GREASE TRAP (GT 1) DISTRIBUTION MANHOLE No. 1 (SMH 1) z 1 STORY W/BASEMENT I TF=VARIES 136.0 TF=124.0 � o Lu 29,919± SQ FT ��go / INV.(BLDG)=32.11 INV.(ST 2)=18.05 W CV = \ �' INV.(SEWER)=31.61 INV.(SMH 2)=18.03 CHANGING ROOMS (LOWER LEVEL) RESTROOMS (LOWER LEVEL) INV.(SMH 3)-18.01 PORCH CORNER BAR (UPPER LEVEL) GATHERING AREA (UPPER LEVEL) f RAIN 1 SEPTIC TANK (ST 1) U) QP // / GARDEN TF=VARIES ±27 DISTRIBUTION MANHOLE No. 2 (SMH 2) INV.(BLDG)=18.67 TF=124.2 LL_ U J C ' Q~ / �t // BUILDING CORNER "B" ^� INV.(ST 2)=16.83 INV.(SMH 1)=17.84 KITCHEN (LOWER LEVEL) /ss ( INV.(GALLERIES)=17.81 KITCHEN (UPPER LEVEL) I j Q' _ �� O � INV=21.25 30-4 X4 X8 PRECAST SEPTIC TANK ST 2 LEACHING GALLERIES CLEAN-OUT 1 ____________ / MANHOLES TO GRADE a STORAGE (LOWER LEVEL) o -- 4 TF=VARIES DISTRIBUTION MANHOLE No. 3 (SMH 3) C? 3. RESTROOMS/OFFICE INV.(ST 1)=16.16.83 TF=f24.1 V J �p ON END UNITS �• (UPPER LEVEL) '� = INV.(SMH 1)=18.21 INV.(SMH 1)=17.87 \ v' 111 INV.(GALLERIES)=17.78 160 STORMTANK /// O O i O GT 2 �� RAIN - I MODULES �0 / CLEAN-OUT 4 3 0 ti _ I SEPTIC SYSTEM No. 2 GALLERIES STORM WATER �T 1• / c -00 �� GARDEN 111 (GALLERIES) `\ 1 TF=VARIES (RETENTION O QJ SMH 3 SMH 2 � O � �� \I ; � INV.(SMH 2)=17.60 SYSTEM) �� / OT WYE 3000 GAL. /' I III GREASE TRAP 2 / / \ HYDRANT = INV.(SMH 3)=17.60 SMH 1 w c >- I / \ �---� EQUALIZATION PIPES=16.60 0° / i / \ W.G. � III / /ST 2 BUILDING CORNER "A" \ i 9 11 / O CRUSHED v 6" PERFORATED PVC BLDR. III _ z o w / ST 1 / STONE PARKING \ - Z P P IN STONE TRENCH III _ \\ / BURIED WATER STORAGE v TANKS FOR FIRE _ w .- _ p v S'1PPRESSION SYSTEM `fir �� %' �_, V) mi RAIN CATCH f 2-4500 GAL. SEPTIC \ _ W � \ BASIN \ TANKS GARDEN v ��i- _ cn o 1 �\ ` III W ao QO o PAR CR SH TON -r \\` EtECTROX z _ -- -- - - - _ - 6" PERFORATED PVC e \1\ IN STONE TRENCH- DISCHARGE TO CB PAVED DRIVEWAY ,6 Oto G PIv Q\� Z 1\1 WASTAL EROSION HAZARD LIMITS 111 AS SHOWN BY COASTAL EROSION - < J -30 Q � w rL� AREA MAP, TOWN OF SOUTHOLD, > 1 � SUFFOLK COUNTY, NEW YORK, \\ �n Ln V -, o GP SHEET 41-Fl OF 49, 8/29/88 00 03 u 0 Un T� c ~) 1 O O I I � � � o \ AP BANK \�1 q \ \ ..�. :_...._ e Z w oz z z COASTAL EROSION HAZARD LIMITS /// P / r AS SHOWN ON COASTAL ER(nION /// \ ROXIMgTE TOP OF - 1 : 111 /\\ �� T. . , .. ;__ .; o o c��i1 a L� w AREA MAP, TOWN OF SOUTHOLD, !// - - 111 - 11 - \ / l 1 - Q� o w (1� = 0 -j SUFFOLK COUNTY, NEW YORK. - 111 = III = III = III = I I = III = - ii I ) = F.�� „ ° 1;'„' SHEET 41-Fl OF 49 8/29/88 - I \\ � '-'OVr.i. r't�`i" -�"• ^,""��``,' � � a m o o v v L� Date MAY 0 � 2018 �.�- t :� .�'�1� :._��P'UU��- � DATE: 03/08/2018 vi ..., .'.6,1.1. Li.�"�•' .;.. t rr f �, /// BITUMINOUS '•• APPROXIMATE LOCATION � L.^ a;. sr; r I c;.. isl.; - r, (,ter -O SHORELINE `- \\\ SHE PAVEMENT 1 , , J MEANH GH WATER -C In, g�; p•� SCALE: 1 = 30 I -j`` /ice\\ -r' `', 111 r,Caleir b,�i':6 ::�;.� ` ��r.i _�`'- �s :g_-ncies QUALITY CONTROL CERTIFICATION HE HE \� I 'r+C,�;`"°a:� .:�,��:�.,�. PROJECT: #2015825 GROUP REVIEWED DATE \ - - _ \ .• \\\ r' > 111 -4'- (, •.',...r"' / y, PROJECT MANAGER ` -- -- -_ • ///\\ 1) - 1 SURVEY � �( \ /, \ ��"('' -I !!// ENVIRONMENTAL \ ` •'' �� \\ V•IED �� `)' I I 3O 15 O 3O i Ice Of WastewatCl h�iUa2CC S �Ct`tCCtt SHEET CIVIL �•-- - _-___� _ _� = BOUNDARY LOCATED ----__ _ _ \ \\\� QED GRAPHIC SCALE IN FEET 2 OF 2 STRUCTURAL ARCHITECTURAL ALONG SHORELINE \\ 2,200'1 BARLEY FIELD COVE Ray Pa liarini From•. Ted Leviss <TLeviss@markfinlay.com> Sent: Monday, November 13,.2017 5:32 PM To: Stephen Clark;Ray Paglfaftf Cc: Ian Rogers;Joe Mulligan;Conor Daley Subject: Fishers - Fire Dampers Attachments: NY CODE -Table 601.pdf Hi Ray, Attached is the Table 601 from the NY Building Code. It pertains to the type of construction and the required fire resistance ratings per building type. We are categorized as type V B and are not required to provide fire resistance for the floor construction. 5in,ce th.e floor isnot required to be rated the fire dampersare-n©t required \i ithin.the-ductwrork. Ted Leviss Architectural Associate MF Mark P.Finlay Architects,AIA 96 Old Post Road,Suite 200 Southport,CT 06890 (p)203.254.2388 (f)203.254.-1704 www.markfinlay.com 1 V ! tABLE 601 MAE-RESISTANCE RATING REQUIAItMENTS FOR BUILDING ELEMENTS (hours) TYPE I TYPE 11 TYPE 111 TYPE IV TYPE V BUILDING ELEMtNT - A BAe B Ae B HT Ae g Structural framea 3 2 1 0 1 0 HT 1 0 Bearing walls Exteriorg 3 2 1 0 2 2 2 1 0 Interior 3b 2b 1 0 1 0 1/HT 1 0 Nonbearing walls and partitions Exterior See Table 602 Nonbe ng walls and partiti6fis See Section Interior 0 0 0 0 0 0 602 cc 6 0 0 Floor construction Including Supporting beams dhd joists 2 2 1 0 1 0 HT 1 0= Roof construction11/2c 1c,d 1c,d 0 d lc,d oc,d HT 1° d ; :� Including supporting beams and joists For SI: i fodt=304.8 mm. a The structural frame shall be cofisidered to be the columns and the girders;beams,trusses and.spandrels having diet connections to the columns and bracing members designed to carry gravity loads. The members of floor or rcidf panels which havo no connection to the columns shall be considered secondary members end not a part of the structural frame. b. Roof supports: Fire-resistance ratings of structural frame and bearing walls are permitted to be.reduced by I hour there supporting a roof only. c. Except in' Group F-1,H,M and.5-1 occupancies,fire protection of structural members shall not be required,including protection of roof framing and decking where every part of the roof construction is 20 feet or more above anrfioor immediately below.Fire-retardant-treated wood members shall be allowed to be used for such unprotected meitibers. d. In all occupancies, heavy timb€f shall be allowed wbc.re a I-hour or less'l"ire-resistance rating is required. e. An approved automatic sprinkler system in accordance with Section 903:3.1.1 shall be allowp4 to be substituted for 1-hour fire-resistance-rated construction, provided such system is not otherwise required by ether provisions of the code or used for aiI_allowable area increase in accordance with Section 506.3 or an allowable height increase in accordance with Section 504.2. The 1-hour substitution for the hire resistance of exterior walls shall not be permitted. f. Not less than the .fire-resistance rating required by other sections of this code. g. Not less'than the fire-resistance rating based on fire separation distance{gee Table 602}. Nunemaker, Amanda From: Paul Diglio <pdiglio@iesllc.biz> Sent: Tuesday, February 06, 2018 11:04 AM To: Nunemaker,Amanda Cc: Tom Massaro Subject: Fishers Island Club Load Calculations Attachments: Fisher Island CC room calcs.pdf, Fisher island CC system calculations.pdf Dear Ms. Nunemaker: We are the engineering firm that designed the HVAC system for the Fishers Island Club. We were forwarded your email to Kerry at Emonds Mechanical Contractors dated June 20, 2017. In it you stated that you would need manuals J, S and D (only if any ductwork is in unconditioned spaces). We did not calculate the HVAC loads, ductwork or size the equipment using these manuals since this is a commercial project. It is most unusual that we are requested to provide these manuals since the HVAC design drawings have been stamped by a professional engineer. We used Trane Trace to calculate the heating and cooling loads. We sized the ductwork using .08" static loss per 100' of equivalent duct length. The HVAC system is a Mitsubishi variable refrigerant flow(VRF) system with multiple indoor units per condensing unit. The condensing units are provided with between 2 and 4 variable speed corepressors. Additionally some of the condensers are heat-recovery and it is our understanding that the above types of systems are beyond the scope of manual S. Will you accept the Trace output attached? Do you want our hand calculations used to determine each HVAC system ductwork static requirements? The�duc.w"t„orkiri,th'�e'attic�isii a=semit m`eated's'"ac We selected the �_ .�:gyp•,;�',:_-,•-, Y...� equipment based on the heating and coo rng requirements and the adjusted capacities as provide by the Mitsubishi engineer. These capacities are listed on the mechanical schedule'of the stamped drawings. The capacities change based on the combined connected load of indoor units attached to the associated outdoor condensing unit. �10 Gaa p- -r- Please advise. Thank you, Paul Diglio CEM,CBCP 1 _ � I cell 203-415-0082 Innovative.Engineering Se►•vices,LLC 33 North Plains Industrial Rd Wallingford,CT 06492 Tel: 203.467.4370 1 Fax:203.793.7729 pdi.izlio@iesllc.biz I http://www.iesllc.biz CT Small Business Enterprise 2 I � tcoiel Submittal #15815-004.0 15815 - METAL DUCTS C.E.Floyd Company,Inc. Project:16-204-Fishers Island Club 311 Centerpoint Drive : 20449 East Main Road RECEIVED Middletown,Connecticut 06457 Fishers Island,New York 06390 Phone:(860)635-7111 By innovative Engineering Services,LLC at 4:19 pm,Sep 22,2017 Fax:(860)635-8111 Duct Pressure Test Documents SPEC SECTION: 15815-METAL DUCTS SUBMITTAL MANAGER: Ian Rogers(C.E.Floyd Company,Inc.) __-.---__.--.-- STATUS: Open DATE CREATED: 09/22/2017 ISSUE DATE: 09/22/2017 REVISION: 0 RESPONSIBLE M.J.Emonds Mechanical Contractors,LLC RECEIVED FROM: Michael Emonds CONTRACTOR: _........._...... RECEIVED DATE: 09/22/2017 SUBMIT BY: 09/22/2017 FINAL DUE DATE: 09/29/2017 LOCATION: TYPE: Test Report(s) COST CODE: ----------- ._ _ _ _..._.. _ APPROVERS: — BALL IN COURT: Contractor's Stamp Ian Rogers(C.E.Floyd Ccmpany-Inc� _ REVIEWED DISTRIBUTION: No Exception Taken ❑Approved As Noted This submittal has been reviewed for general DESCRIPTION: Rejected F-1 Revise&Resubmit conformance only in accordance with the plans arid,- - Duct Pressure Test Reports and Pictures for Signature specifications. -EF-1 with Picture E] Submit Specific Item 0 No Action Taken C.E. Floyd Co.,lnc. approval does not relieve Supplier -EF-2 with Picture or Subcontractor of contractual obligations or -VRF-1 Supply and Returr wiftlRidlueesnly for general conformance with the design compliance with the contract documents. -VRF-2 Supply and Returr wlthcRIbt(i!'espioject and general compliance with the -VRF-3 Supply and Returr wlthrpl ftg0 gn in the Contract Documents.Corrections -VRF-4 Supply and Retur wf6 f6V adeonthe shop drawings during this SPECIFICATION REFERENCE: 15815 � Q.qp lieve contractor from compliance with the -VRF-5 Supply and Retur �i i t�ytf� -VRF-8 Supply and Retur yy� u r s o the plans and specifications.Approval of a -VRF-10Su I and Retu n 1. n ( %11 not include approval of an assembly of C.E. FLOYD COMPANY, INC. __..-__..._..Supplyh.__'ict4fiPssacomponent. ATTACHMENTS: Contractor is responsible for: BY: IAN ROGERS DATE: 09/22/2017 15815-004-0 Duct Pressure T�j"beulj rt f' fid and correlated at the jobsite; i fnr ati n r at r ai c cola rh fa rir tin r r cc the means,methods,techniques,sequences and SUBMITTAL WORKFLOW,' uresofconstruction;coordination ofhis orher work a r # NAME safe ar slitOTTamr. SENT DATE DUE DATE RETURNED RESPONSE ATTACHMENTS COMMENTS Inno a�i rPc� Obr ng Services LC DATE 09/26/17 AK 15815-004-0 Duct 1 Ian Rogers Date g/ 2 2 17 9/22/2017 Submitted Pressure Test Documents.odf ��►ers 09/22/2017 BY DATE COPIES TO C.E.Floyd Company,Inc. Page 1 of 1 Printed On:09/22/2017 12:10 PM SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fisher Island CLub Duct system tested: EF-1 Building Reference: Elevator Machine Rom Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 6 Ambient air temperature(°F): 70.0 Specified test pressure (in.wg.): 2.0 Elevation at test site (ft): 0 Test duct surface area (ft'): 99.0 Orifice plate used: 2 SMACNA Leakage Class: 6 Orifice pressure drop(in.wg.): 0.02 Leakage Factor, F (cfm/100 ftz): 9.42 Orifice plate serial number: 22822 Max. allowable leakage (cfm): 9.3 System leakage rate (cfm): 7.6 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. W H Len. Diam. Len. W H Len. Area No. (in.) x (in.) (ft) (in.) (ft) (in.) x (in.) (ft) (ft') 1 10.0 8.0 33.0 99 2 0 3 0 4 0 5 0 6 0 7 0 g 0 g 0 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com i�T ORIFLOrlC1 Oriflow—Copyright 2015 �=:`�' Alr Lonkngo lost Equlpmonl p r —___ .�+W.'%'f�' SI;S 1,y,t>•ei 5ey L,4.= � �ti l" ��,, Mprl "r"?•� I`sduuluulnuhur 6 fy MAGNEHELIC �ya`K � � rAGPiEHEIIC � -d Input v/ph/Hz 4 _ t! — —–- - ' N 1-ph 05OH2 ]3-ph to 6OHz SIhIACNA Leakage Class Duct leakage Test Sheet ICT SYSTEM RESET SMACNA Leakage Class Duct Leakage Test Sheet 0 Submitted by: M.J. Emonds Project Name: Fisher Island CLub Duct system tested: EF-2 Building Reference: Basement bath &rize Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 2 Ambient air temperature(°F): 70.0 Specified test pressure (in.wg.): 2.0 Elevation at test site (ft): 0 Test duct surface area (ft'): 1,071.7 Orifice plate used: 2 SMACNA Leakage Class: 6 Orifice pressure drop (in.wg.): 2.70 Leakage Factor, F(cfm/100 ft): 9.42 Orifice plate serial number: 22822 Max. allowable leakage (cfm): 100.9 System leakage rate (cfm): 88.3 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. W H Len. Diam. Len. W H Len. Area No. (in.) x (in.) (ft) (in.) (ft) (in.) (in.) (ft) (ft) 1 14.0 10.0 77.0 308 2 12.0 8.0 25.0 83 3 14.0 8.0 13.0 1 48 4 16.0 16.0 16.0 1 85 5 6.0 150.0 236 6 8.0 30.0 63 7 10.0 30.0 79 8 16.0 18.0 j 9.0 51 9 18.0 18.0 11.0 66 10 12.0 8.0 16.0 53 11 0 12 0 Duct Tester Configuration U Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com <"y,®r�iEFi6 O Oriflow-Copyright 2015 �1''Ak Lonknpo]b¢I Equfpmvnl ti wd�Jt. O'vMSYa�t1 �. ��M 'V MgY4w.r tib S .. !. ..q.y +416 MMiN�,rwrMw4Tip M otv _ wtY ter wY+.rt• t4l.wtti .Yr wow � � � ** 1.y.„,.11...S alr,. 11'r.,�..sv� c. ^1-•.;'Y:.`. '. . . .,a a0»'ao w3lsxs lana alv t. •fir. to :Y'S`•ws,..,,++K � x . ..o-• wrt.. �7�i. SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fisher Island Duct system tested: VRF-1 Building Reference: Pro-Shop Supply Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 1 Ambient air temperature(°F): 70.0 Specified test pressure (in.wg.): 1.0 Elevation at test site (ft): 0 Test duct surface area (ftz): 529.5 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 3.50 Leakage Factor, F(cfm/100 ft-): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 63.5 System leakage rate (cfm): 25.5 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. No. W H Len. Diam. Len. W H Len. Area (in.) x (in.) (ft) (in.) (ft) (in.) (in.) (ft) (ft') 1 0 2 0 3 0 4 0 5 8.0 60.0 126 6 6.0 35.0 55 7 22.0 10.0 33.0 176 8 10.0 10.0 8.0 27 9 16.0 10.0 17.0 74 10 24.0 5.0 15.0 73 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com . ORIFLO W Oriflow—Copyright 2015 .. Ail L..k.V.Teat Eq-JP---1 3�a, v'# i• rJ , �� ' dam"'" "�" -•`'�^^ a � �� '4, � . , • �.r�` a; �, fir � �_ �`+ � •��,.�._--:.,.:;_ ' 8d t� •; n MAGt.IEHELfC /'J 1 MAGNENEf_IC 1i 1471. ± ' _ 1 111111 + • �.• • �f 1 .. •t• ' ... �4.. w� n° ORIFICE PULL E DUCT SYSTEM SMACNA leakage Class Duct leakage Test Sheet p,- �ftarnrir MoSnv y.:e x>tiv Mw+or _ pu'NIM,rWdallMM ICG.c'iCM' OiW lrgp llMd��. .wa1 IMT PHwr 4r.ry 1 ♦,[ IrritrAiOr Y.No wo Lk TrV qa,+.//1Kl wra✓r'' f4Jw Jura Otals ts,IN; SM.><'Hl.a4.Ot Cyiq. ;f- tiuclY�./kM�!•10/t'9 �:.0 %*dam OWW W Otto 7 mA*bvrt. =,.'f z5R�•.?1 Yf y� •+..4 'y � � � .4a.ww:r Valyl k7+'+ SI�Mer� � �' • 1` • _ t :.` ../• Hw••nwdln fyr Goo„7. Canpary Wlsrtno MM,vr+e� arwrvtn 'S��''1F�t t .f J' afY«k.sordly Cowpaq.. - �` .. �1y�;..} Ne}_ t 'C ..,' ,ryR� •� .,,;,tum+ ',�K� ad �W TMY*..^•.-x...:«., • •i " i1' sig•'+rt*1fy - - t� SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fisher Island Duct system tested: VRF-1 Building Reference: Pro-Shop Return Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 1 Ambient air temperature (eF): 70.0 Specified test pressure (in.wg.): 1.0 Elevation at test site(ft): 0 Test duct surface area (ft'): 305.9 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 2.50 Leakage Factor, F(cfm/100 ft2): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 36.7 System leakage rate (cfm): 21.6 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. W H Len. Diam. Len. W H Len. Area No. (in.) x (in.) (ft) (in.) (ft) (in.) (in.) (ft) (ft) 1 0 2 0 3 0 4 9.0 35.0 82 5 0 6 10.0 25.0 65 7 22.0 10.0 15.0 80 g 0 9 16.0 10.0 18.0 78 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 S 6 7 8 www.oriflow.com ORIFLO W Oriflow—Copyright 2015 -. Air Lo kap*Teat 60u1P-1 >4 � r r� r •t Rf t I ' �rF WK 4 O� JrtAGNEHE'_; It .b.�� a t •�•t'tP 7itt a ,��+ _ � •E SMACNA Leakage Class Duct Leakage Test Sheet nw FWw Idarxl D<Ity N,trm t<110. yRf.t ►.wM tli1^rr Mh Sh P D,yr.-1 M-"M l7mr *.KuftORIFL" Uwu tc,w.m"" QyRt tlwftTt rMYrdN!r% ' p .[snwctw+Cww 4"-j) t 1lmbwt^tl t.vtlwt W au I t Ot tl 0 .t tEG N1 . _ 5 ,krp tMi P.ywre un+Y 1 1 r. �} 4dD4 ddii PW'.t urrd Y- . +ett duct.vr1Mr uri tMl tZ On«cr yw,,s,,**"un rp I y taCfM trM.(t ilafs Oro"'.d„r,rr';.rdnDr `.1417 + .fr.... arr+P F.00 r tcP�t9f+K I t2 p0 goo 5eyten'ka• rat.:JmP _ C..%w. 4tl F,,,%m ch",cy tl.rstiN yrf, '«• AriNtl rur'w+w'<M. CanCa"r <.t a � J pyPt .._'— Fnt OrY S.rtl Iy✓ Vii' . .C`.'_ Ir`�" ""►"' ..--.....-t t't`'!; #a 4tlq,: rllP � µ � 1 SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fisher Island Duct system tested: VRF-2 Building Reference: Base Bath Supply W Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 11 Ambient air temperature (PF): 70.0 Specified test pressure (in.wg.): 1.0 Elevation at test site (ft): 0 Test duct surface area (ftz): 514.6 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop(in.wg.): 2.50 Leakage Factor, F(cfm/100 ftz): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 61.8 System leakage rate (cfm): 21.6 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. No. W H Len. Diam. Len. W H Len. Area (in.) x (in.) (ft) (in.) (ft) (in.) (in.) (ft) (ft') 1 14.0 10.0 8.0 32 2 20.0 12.0 14.0 75 3 20.0 10.0 9.0 45 4 10.0 j 100.0 262 5 6.0 40.0 63 6 16.0 7.0 10.0 38 7 0 g 0 g 0 - 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 S 6 7 8 www.oriflow.com ORIFLO W Oriflow—Copyright 2015 .. Ail toekspe Test EQUIP-1 A nZ ,f. ��. }fir « .� � .�� •�`�a. MAGNEH*O* SMACNA l oM,.tj;o Class Duct Lcak ge Test Sheet Al ,I t !t ond,x r t,+��`ti.t N.uitc` Ntahc+r lR1And !`i i,t '.\••trn, Ir Ir,I V1 41 7 til-%t��'itt ht`tt`�t?Nr,c• i�.atll'� 1'' Ath 1,41ppry W iii Jtt ini; N,l,111u•I ttr�\t(`rn1,tlluto t k I I o 0811"'k OW PmI Ik-11,1 i odcl, Lynx ih t ,�+t , .'.' t a. t I Aml,i nt ,111 (t'llllli•1.111m c 1"t ;� ...•.; ,�(.'• ., , y H.. I tt (lt`1.1i1,�11 at t�'St `il(' lfr) 0 114 ti °,1' 1, (d�A ii'.:�,;�;;' t '.,•.: 1.' i)iilnr iur•••.i1Y�• �tt,ti� ((rl WI'J �� .1t) 01 itn r plo ,ri I.tl lltinillt ! 2281 7 ,. ►?): 1 ; tit ,t� n! I.*al.;lKc i ate (� frit) 21 0 11on s c orritiany, w t.ntvncf»MrMinnicnl N�A�/I ,iil; PASS pact 5urfa:r+ Aw,i Caltulotion a h�inli�i ' 11.11 oval Sart( No. I a n t li.un I a n 1V` I I 11 t t'ra, Aran SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fisher Island Duct system tested: VRF-2 Building Reference: Base Bath Return W Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class(in.wg.): 11 Ambient air temperature (°F): 70.0 Specified test pressure(in.wg.): 1.0 Elevation at test site (ft): 0 Test duct surface area (ft'): 318.0 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 2.50 Leakage Factor, F (cfm/100 ftz): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 38.2 System leakage rate(cfm): 21.6 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. No. W H Len. Dia m. Len. W H Len. Area (in.) x (in.) (ft) (in.) (ft) (in.) (in.) (ft) (ft') 1 14.0 10.0 35.0 140 2 0 3 0 4 10.0 50.0 131 5 6.0 30.0 47 6 0 7 0 8 0 g 0 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com ORI FLOW oriflow-Copyright 2015 ' Ail Loekipa Teat 6pulpm-1 s rims AIL M c _ class Duct Leakage Test Sheet Lynx . 34 ate useO. itlS a t xt kin.Ng`)' � V� w. num11 v. =,E ',:3TC serial � ern ie ate (cfInI pars3ifait, PAS _ tat oval F s: nt. '' '.�" iii`1 � } SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fisher Island Duct system tested: VRF-3 Building Reference: Prep Kitchen supply Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class(in.wg.): 1 Ambient air temperature (aF): 70.0 Specified test pressure (in.wg.): 1.0 Elevation at test site(ft): 36 Test duct surface area (ft'): 210.4 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 1.20 Leakage Factor, F (cfm/100 ft): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 25.3 System leakage rate (cfm): 14.9 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. W H Len. Diam. Len. W H Len. Area No. (in.) x (in.) (ft) (in.) (ft) (in.) X (in.) (ft) (ft2) 1 0 2 20.0 12.0 29.0 155 3 12.0 10.0 12.0 44 4 0 5 9.0 5.0 12 6 0 7 0 g 0 9 0 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com ORIFLO W Oriflow—Copyright 2015 • Al,L—kapa Tast 6gWpmanl C TT �• a� T� C 1., .+� a r y..t ".r r t a.✓ Lk S� t � r.+ i Q ♦P -w. MAGNEHELICF r �• •� L Ir � 40 L Y s C � . SMACNA Leakage Class Duct leakage Test Sheet _- �'>�Q+Nlar t�vw.a+•q. .�. c�.cte t y+t :v 'It JL 1 ..:� /w-AM-4 MLQ 1 tt+w tarp {. ( F s;,74. Lr.q torrruaur. Cw?tr1G+t ,Y Ow[a•..t..rrnar Cta, �; ,. iwnburnr prswe r- anr.wn..inngrNKrj71 ,-, '� +a... - � '� CMYNyn ptM W vA. •1 l w li, '- .-..4. �r7Q OK.r:,1'rRM NQt(?; iQEC �• `� a'alcQ 0.NQ vfrJ (MAQ/A![NJ/r Urns pM[Q DrQ v,.Q �l I rrt,ye traYa,l(N,mrJ[a:.•q+t +^+v.,Ay. 4 «r' �. Ij"C GJur p--rlwQt r.YmMQ 7:'4�:• ' '•W rtwlva4M WAW ICM.; Q+y MrxQ�fN7 1 . T riDrtT testad by W4 Enyq �arprr:y Wfm.�ttm trr,p.ppy hwf.l . 6 + , •Y $ OtutSw(stE Arrr Glculrtan ww Nw4 Ra wr lair � r KM .., tip'•• ... 17 T t t y o✓'' ��W SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fisher Island Duct system tested: VRF-3 Building Reference: Prep Kitchen Return Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 1 Ambient air temperature ("F): 70.0 Specified test pressure (in.wg.): 1.0 Elevation at test site (ft): 36 49 Test duct surface area (ftz): 112.0 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 0.35 Leakage Factor, F(cfm/100 ftz): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 13.4 System leakage rate (cfm): 8.1 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. W H Len. Diam. Len. W H Len. Area No. (in.) x (in.) (ft) (in.) (ft) (in.) X (in.) (ft) (ft') 1 16.0 12.0 24.0 112 2 0 3 0 4 0 5 0 6 0 7 0 g 0 g 0 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com ORIFLO W Oriflow—Copyright 2015 All Leakage T."64u1P/nuM MAI;�EHEIlc r r .71 TLStSn�CC SMp�NALe Class.. uaka6'• r, W� J 14 y 1161 ♦tri t.• ` p�A SVt1'u 1nlrt,W1a W SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fisher Island Duct system tested: VRF-4 Building Reference: Base hall-West Supp Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 1 Ambient air temperature("F): 70.0 Specified test pressure (in.wg.): 1.0 Elevation at test site (ft): 0 Test duct surface area (ftz): 446.1 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 4.50 Leakage Factor, F (cfm/100 ft): 12.00 Orifice plate serial number: 22817 Max. allowable leakage(cfm): 53.5 System leakage rate(cfm): 29.0 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. W H Len. Diam. Len. W H Len. Area No. (in.) x (in.) (ft) (in.) (ft) (in.) X (in.) (ft) (ft') 1 18.0 10.0 14.0 65 2 16.0 10.0 16.0 69 3 14.0 1 10.0 17.0 1 1 1 68 4 10.0 8.0 25.0 75 5 10.0 6.0 37.0 99 6 6.0 30.0 47 7 12.0 5.0 8.0 23 g 0 9 0 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com ORI FLOW Oriflow-Copyright 2015 Ak L kap*Teal Equipment � �fry"' � 1� �. .• �tf t' •w A ,fieA�; � r4 iA hr•" X: va f MAGNEHELIC, Jt SA4gCo q Lcabage Class Duct Leakage Test Sheet ,�rovr trma c.r.+nria.t.u.,- .� frr'rr - br.rr.rr a.rr m,r.r��r.H. it �r"+vc.rwr Ok/t.dN t1r.v 4ih.M.a� .. � .♦ + Sw t+'nilrG i -,-,M pny,,~.1'+f. dlq Wfb nrr , 14 CW,rNan NtrM MR Pl1. ! 1� NrrMl Orn e7 on%.W m.r Orgtw p,- t�r'•t�kt"y{ttY�. a7 Dn a,*-Pam,sir �AIM.,rirr.*bw Ya.,Ir 1,::7 vr::rn v,wap,f.>0. < Awr..•rrrra t7 MM[.^war :whp.,� Wf^ ww^ .:w r,'fw . JW.w'-w..d Ourt Snrlxa Ar"Crkr.Wron r - _..r.� Rrct+^yJ,`___ -" _ f•nt P.at :s^ X'S t "-.h .. jw ri r a un ar.. Ofttomo'? 140 e4 t -. AIWA100 IJQ _....lM.. _ 40 a o . 370 --t--�_� �' � a�"•'',-, ,� 6 i 8 0 i k a. -_-_�_ --- V 0 a r p� M F SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fisher Island Duct system tested: VRF-4 Building Reference: Base hall- Return Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 1 Ambient air temperature (°F): 70.0 Specified test pressure (in.wg.): 1.0 Elevation at test site(ft): 0 Test duct surface area (ft'): 47.7 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 0.10 Leakage Factor, F(cfm/100 ft2): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 5.7 System leakage rate (cfm): 4.3 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. No. W H Len. Diam. Len. W H Len. Area (in.) x (in.) (ft) (in.) (ft) (in.) (in.) (ft) W) 1 0 2 16.0 10.0 11.0 48 3 0 4 0 5 0 6 0 7 0 g 0 g 0 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com ORIFLOW Oriflow—Copyright 2015 W Ali L—k.pu Tsat 6pulp—.t t �M. o 1Swr: r,1, i. s•� 1 t r lip ,j A ti - `54;,1.. _ r �:...�„ ..+•,'_"_��' S 0 r � MAGNEHELICa r c •N.'.'; � }�y'�, 1 ( .vn . HxY ex r61U y,• p, — •` ` _ 1 , 1 W SMAC'NA Leakage Class Duct Leakage Test Sheet rit"{t?&me {lell/i ix{a1W D"t"v"lerfto •tii Mµ Aftom-.4 t0urvpe lmwr.in YNa prawtn,Hurnper' WW1 xMsfvf Isla+al•r.>«•pr UIMtOJJ t thKf taint mc0•+ lynr 't Fr rk' + ambrnl iw trrn •u•IT1 too ' 81x4{Murwt.wlCww 4a++V1 Pn: %wttw Iev pe-of lm wo) 16 Iim•Uon.1 Ifu vtf tlfl 1e31441Rf 4vHaRewt•I Vr Pial•uf•i, 1 $"rA4t Ego Cm^ pl•tt+,rt a"op tie.9 1 lraaW r oerw.14r1^+.rICOJI'1 130o o+.nu ow..1a1++ bt` 41811 .*w •.• Max hR.r++b,•18*1.6*14#11 407 51H•rr.l•a.atr.m kymi wllttw lHled laY WA*boon" C"fftY M2 E•Ni1W Mw%WStl ea5.!(/N qqq}1 to wRrvtawd by CoR9✓ti'Y 8r. y Are.Cakulatbn y - •1-.i.i,:..' ....,.. _ ful - W A� � M lew T + ��W SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fishers Island Club Duct system tested: VRF-5 Building Reference: Wine Storage supply Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 1 Ambient air temperature (eF): 70.0 Specified test pressure (in.wg.): 1.0 Elevation at test site (ft): 0 Test duct surface area (ftz): 139.5 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 0.03 Leakage Factor, F(cfm/100 ftz): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 16.7 System leakage rate (cfm): 2.4 System tested by: Mike Emonds Company: M.J. Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. W H Len. Diam. Len. W H Len. Area No. (in.) x (in.) (ft) (in.) (ft) (in.) X (in.) (ft) (ft) 1 12.0 10.0 26.0 95 2 10.0 8.0 10.0 30 3 9.0 6.0 14 4 1 12.0 10.0 0 5 0 6 0 7 0 g 0 g 0 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com ORIFLO W Oriflow—Copyright 2015 «. air Loakape rest 6QIligeee1 `t s. ` Y J �1' ti '�"X" ,- A.!yyg., k W MAGNtfdElK ,� s MhGfwtt+u.iC 't all °.,. :`1�Y♦ ,••+tr,.,,y�l�t Wawa Co d°nputv'pN?p s � .., .- 61P L ORIFICE PLAT,> , gUCT SYSTEh1 SMACMA Leakage Vass Outt teakap Test Stwc { �narn aw�vatlnY 81ecM owrwlYS{flwrdAix, � � A4el l'iKMM41l�L'ffA'M+4yA.:1y �1w4VKNRi�k#+iyµy,i,uu•w ''., .. gYfM'..SY@'het M+�pw. rF s r+�IVN191Mh VAk,b4^,',%'=`:. •rm:ra+av�s+wiwj}N1' 29KtWi =a+ha # .. 'JN<.MNiMMy.tilh�. Rt. `w'WIYF ,a.,'w8. .. .l.�Rp/F f+}RS#r H 'G� S7ii�' �'JB�MNM"dMal�tReN'wp;A, ... "s I iY SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fishers Island Club Duct system tested: VRF-5 Building Reference: Wine Storage Return Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 1 Ambient air temperature(aF): 70.0 Specified test pressure (in.wg.): 1.0 Elevation at test site (ft): 0 Test duct surface area (ft'): 128.3 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 0.03 Leakage Factor, F(cfm/100 ft'2): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 15.4 System leakage rate (cfm): 2.4 System tested by: Mike Emonds Company: M.J. Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. W HLen. Diam. Len. W H Len. Area No. (in.) x (in.) (ft) (in.) (ft) (in.) X (in.) (ft) (ft') 1 12.0 10.0 0 2 10.0 8.0 0 3 9.0 0 4 12.0 10.0 35.0 128 5 0 6 0 7 0 g 0 g 0 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com ORIFLO W Oriflow—Copyright 2015 y:, Ai•leakage tact Equip-1 7.., � ; 'q•a\ i:p } .,t + ` u k y,(� MAGNEHELIC a �� MAGNfHEUC _ i � w Tast sheet 4 1 tik Sc:v n Leakage Gass Duct teaka6a ! aroma ymy cam,et,rw^v v '. • i i >r' v S`Y.•+'" 6Yr�»+::�W'"��p�� Y�k�^^.S� ^'""'v*£�A,ts 4►lultN�ia . ,ro ,. .� � 5 �l ` �; SMACNA Leakage Class Duct Leakage Test Sheet is Submitted by: M.J. Emonds Project Name: Fisher Island Duct system tested: VRF-8 Building Reference: Hall/Bath East Supp Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 1 Ambient air temperature ff): 70.0 Specified test pressure (in.wg.): 1.0 Elevation at test site (ft): 0 Test duct surface area (ft): 336.0 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 1.60 Leakage Factor, F(cfm/100 ftz): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 40.3 System leakage rate (cfm): 17.3 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. W H Len. Diam. Len. W H Len. Area No. (in.) x (in.) (ft) (in.) (ft) (in.) (in.) (ft) (ft) 1 20.0 12.0 3.0 16 2 14.0 8.0 17.0 62 3 12.0 10.0 21.0 77 4 8.0 30.0 63 5 9.0 50.0 118 6 0 7 0 g 0 9 0 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com ORIFLOW Oriflow—Copyright 2015 Al'L.A.Y.Ir.0 Egwp-t i �''�♦« �, ,�,d �a,� �' �� ,„,�xis►, ;t7 � � v ox- `'3"33t000i4i4i4 ` n µ D J �ttM�C' � t S 4 ^ luw •�., st 1 " f , f 9 • ■ Fif' PLATE DUCT SYSTEM 5MAC&A LeakaCe Classakrct W #akne Test sheet , �.ti .r.+ •,� i�c?ep„,y.,y�t4.t,�,y, `°"°".�',�ys,Sw •'°'�N�,un wr4w e�}?a"y� 4 �}y7!?�. �';:.1�tr;�j r ` ,. � d%�� ,,. ,�•n,ywt � t � t �kry_. 'fit �Wa ntlt�'A'1. "'nr'eraarr,�t. + y ai�„�ypK T;P « • a ,„, ,�+.� x a tiWcxyp„tC:wr ate'., '�'a` '"'+x"�n�.< � �•� �k. +. sf�. } q } SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fisher Island Duct system tested: VRF-8 Building Reference: Hall/Bath East Retu Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 1 Ambient air temperature (eF): 70.0 Specified test pressure(in.wg.): 1.0 Elevation at test site (ft): 0 Test duct surface area (ft'): 121.3 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 0.20 Leakage Factor, F(cfm/100 ftz): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 14.6 System leakage rate (cfm): 6.1 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. W H Len. Diam. Len. W H Len. Area No. (in.) x (in.) (ft) (in.) (ft) (in.) (in.) (ft) (ftZ) 1 18.0 8.0 28.0 121 2 0 3 0 4 0 5 0 6 0 7 0 g 0 g 0 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com OR1FLOw Oriflow—Copyright 2015 »• Nleekepe Teat 6Q WPnen1 i st r ti r ��I s i .r R M AGNEHEU f 9 t SMACNA Leakage Class Duct Leakage Test Sheet ;"•_ e4 No .. #k�Mr pwRf.M+4,wp�t4F A� ..twe v.iw 1`y v. � I�XVm Y4q tai Wr r F � SHr*Ah9MfXM aY ktar kn.wvn C�K�Y W t.N"cW17rf�kM?fM Y0.*aifA 1 A eau w:arwfiaa lFf.. {aurq�...r . ��W SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fisher Island Duct system tested: VRF-10 Supply Building Reference: Grill Kltch FI-Supp) Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 1 Ambient air temperature (°F): 70.0 Specified test pressure (in.wg.): 1.0 Elevation at test site (ft): 0 Test duct surface area (ftp): 468.2 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 4.50 Leakage Factor, F (cfm/100 ftz): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 56.2 System leakage rate (cfm): 29.0 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. W H Len. Diam. Len. W H Len. Area No. (in.) x (in.) (ft) (in.) (ft) (in.) X (in.) (ft) (ft) 1 22.0 12.0 37.0 210 2 20.0 10.0 14.0 70 3 1 12.0 60.0 188 4 0 5 0 6 0 7 0 g 0 9 0 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com ORIFLO W Oriflow—Copyright 2015 't'w VI L—kap.7pq EgWP--1 r; t Ff .. w , R f 'M. N• ralq� A M rA �'`' I� .,.! F r� P. -•s. • ' � "': ..11161 k; 1 �► �, �� y :mow' M' wr Cord 11 v+rph�it 4 e* + •„�M.+d �i0r' S �' r l9v 1.dlt C Slllii rr� .' t to SMACkA It.+ka�c Uau Wut halt r`¢IoN Srwr.1 ''+ �• :.: `•,.+'*r`. �S1fSTEM y Ari iw.`.w.tl...,,w.. .�ufu.. +d'w,. ,..._,,.. ..».. ,..._ ,... ...,,. ._„ .w.�.....,,a-•.,-..,..,.,iwv.. ....,.,.y.-, SMACNA Leakage Class Duct Leakage Test Sheet Submitted by: M.J. Emonds Project Name: Fisher Island Duct system tested: VRF-10 Return Building Reference: Grill Kltch FI-Retur Drawing Number: Duct tester manufacturer: ORIFLOW Duct tester model: Lynx Duct Construction Class (in.wg.): 1 Ambient air temperature(°F): 70.0 Specified test pressure (in.wg.): 1.0 Elevation at test site (ft): 0 Test duct surface area (ft'): 500.9 Orifice plate used: 1 SMACNA Leakage Class: 12 Orifice pressure drop (in.wg.): 4.50 Leakage Factor, F (cfm/100 ft'): 12.00 Orifice plate serial number: 22817 Max. allowable leakage (cfm): 60.1 System leakage rate (cfm): 29.0 System tested by: Mike Emonds Company: MJ Emonds Mechanical Pass/Fail: PASS Test witnessed by: Company: Duct Surface Area Calculation Sect. Rectangular Round Flat Oval Surf. W H Len. Diam. Len. W H Len. Area No. (in.) x (in.) (ft) (in.) (ft) (in.) (in.) (ft) (ft) 1 22.0 12.0 37.0 210 2 1 16.0 10.0 37.0 1 160 3 10.0 50.0 131 4 0 5 0 6 0 7 0 g 0 9 0 10 0 11 0 12 0 Duct Tester Configuration Orifice Plate No. Serial Number Orifice Diameter(in.) Orifice Coefficient 1 22817 1.00 13.65 2 22822 2.00 53.71 3 4 5 6 7 8 www.oriflow.com ORIFLO W Oriflow—Copyright 2015 +.- Ai,l kap.UM[aWpmenl 1 h , 1� 14. :C 0 MAGNENELIC r t < t y4 'ft �(� .�A. , is. rYa.«t��, r f�S'v i,J,�d to .�• x^- art f.1u. 'I+.: : fit'' y.,,, r..ui �}�7't6r j. .+ ,, '.'�►}r':tyw � 'fs TEM DU ORIFICE PLATE , • r 'art � r 5MACNA Leaka a Cass Duct Leakage Test Sheet t C tC s,�, ,?i r R L � C«x•...t•_..r H x..r: ` }}jj . F � 'rtP t s..•..� .w. .cle• tf t {o� of ? da.x rl..c±n dx xds,yfwl 7717 :.,1 „y..,•„,.,d ,. '._..x.o; L ite•.i}date+t snht,.xrtisa ... .. `, Clad Ultimate Double Hung Next Generation 2.0 Standard Wood Frame Construction-Method Al is r E ABSTRACT. Please read these instructions in their entirety before beginning to install your Marvin window product. These installation instructions demonstrate the installation of a Marvin wood window in new wood frame construction using an industry approved water management system. For installation using other construction methods, such as remodeling, replacement,and recessed openings refer to"ASTM E2112-01, Standard Practice for Installation of Ex- terior Windows, Doors and Skylights,"for installation suggestions. Information for ASTM E2112 can be found on the ASTM website, www.astm.org. For product specific issues visit our website at www.marvin.com, or contact your Marvin representative. When spe- cial circumstances arise, this document may not cover these instances- contact manufacturer at www.marvin.com or your Marvin representative. Regional standard practices, environmental conditions, and codes may vary and supersede the procedures con- tained within. The responsibility for compliance is yours: the installer, inspector, and owner(s). The procedures within these instructions are consistent with those used in testing to achieve the advertised DP rat- ing. The English language version of this Installation Instruction is the official version and shall take precedence over any translation. 411 , 2017-03-13 n d o w s and Doors 19915771 Built around you' Table of Contents Installer and Builder Information...................................2 Other Installation Methods.........................................13 After Market Products...................................................2 Single Hung Units.......................................................14 Requirements...............................................................4 Round Tops Installation..............................................15 Technical Specifications...............................................5 Flashing Application...................................................18 Rough Opening Prep....................................................6 Interior Insulating and Sealing....................................21 Type III Sill Pan Flash...................................................7 Exterior Sealing..........................................................21 RemovePackaging......................................................8 Sash Removal............................................................22 Installation Pre 9 Hardware Removal....................................................25 Nailing Fin Installation..................................................9 Sash Shipped Separate-Stationary Windows...........25 Through Jamb Installation..........................................11 Optional Jamb Jack Installation..................................13 Installer and Builder Information • Always provide a copy of these instructions for the strip and cladding/wood can occur. Protect with current homeowner. painters tape and/or protective sheathing as • Plan sizing of rough opening and clearance from required. Follow all guidelines regarding material exterior finishing systems to allow for normal use, preparation, personal safety and disposal. materials shrinkage or shifting (e.g. wood structure • Refer to the enclosed painting and staining with brick veneer; allow adequate clearance at sill). instructions on the last page for exterior and Failure to do so can void the Marvin warranty interior finish instructions. coverage. • Contact your Marvin supplier if you have any • Refer to the Technical Installation Specifications questions regarding product and materials used in section regarding the installation of this product. manufacturing or questions on replacement parts. These installation requirements as well as the . Please refer to the PDF version of this instruction details in this section must be followed to achieve for further information regarding best practices, the advertised design press (DP) rating of this installer and builder information, code, and other product. legal requirements. The PDF version is the official • It is the responsibility of the builder, installer and document of record. subcontractors to protect the interior and exterior of Attention to detail on the clearance provisions are windows or doors from contact with harsh chemical critical to the performance and operation of the washes, construction material contamination and unit. moisture. Damage to glazing, hardware, weather IMPORTANTIBM' '�. -1 Please consult with local authorities to properly dispose and/or recycle all packaging, materials, and waste. After Market Products Alterations to Marvin products including window films, insulating or reflective interior window treatments or additional glazings can cause excessive heat buildup and/or condensation. They may lead to premature failures not covered under warranty by Marvin Windows and Doors. Before purchasing or applying any product that may affect the installation or performance of Marvin windows contact the manufacturer of after market product/glazings that are not supplied by Marvin and request written product use, associated warranties and damage coverage. Provide this information and warranties to the end user and/or build- ing owner for future reference. 2017-03-13 2 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al A WARNING ! Always practice safety! Wear the appropriate eye, ear and hand protection, especially when working with power tools. A A A r Older homes may contain lead-based paint, which may be disturbed when replacing windows or performing reno- vations. Consult state or local authorities for safe handling, disposal, or abatement requirements. For more informa- tion, go to www.epa.gov/lead. Drilling, sawing, sanding, or machining wood products generates wood dust, a substance know to the State of Cal- ifornia to cause cancer. Avoid inhaling wood dust or use a dust mask or other safeguards for personal protection. California Health and Safety Code section 25249.6. Note: Numbers listed in parentheses 0 are metric equivalents in millimeters rounded to the nearest whole number. You Will Need to Supply: • Flashing Materials: DuPontTm Flashing Tape • Safety Glasses (butyl)or Zip System TM Flashing Tape. • Insulation: DowTm Great Stuff Pro TM foam • Hearing protection insulation, loose fill fiberglass insulation. • Level Foam should be minimal expanding, low compression, • Square closed cell foam and compliant with ASTM E2112-07, sec. 5.9.2. • Hammer • Sealant: OSIO Quad Pro-Series@; solvent release • Wood shims butyl rubber sealant or DAP DynaFlex230TM • 2" Roofing nails Sealant must be compliant with ASTM C920 Grade NS • Insulation Class 25. • Tape measure Other Materials: DuPontTM Seam Seal Tape@, beveled siding product, and various fasteners • Perimeter sealant noted within. • Sill pan flashing • Backing material (foam backing rod) • Low expansion foam insulation • Flashing materials • Weather Resistant Barrier Materials Used The following materials were used to develop these in- structions: " • Weather Resistant Barriers (WRB): DuPontTM Tyvek@ HomeWrap and Zip SystemTM Wall Sheathing. • Panning Material: DuPontTm FlexWrap NFO, Zip SystemTM Stretch Tape. 2017-03-13 3 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al Rough and Masonry Opening Requirements 1. Rough openings (RO)should be 1" (25)wider(1/2" on each side)than the outside measurement of the frame and 1/2" (13) higher. (When framing roughen ' opening, care should be taken to ensure the sill plate is r 4 g level and the opening is square, straight and plumb.) See Figure 1. I �VIM f Figure 3 - - 1/4"(6 mm) 1F 1/4"(6 mm) NOTE: On standard wood frame construction with brick veneer, make sure there is at least 1/2" (13) between Figure I bottom of window sill(or eventual placement of the win- dow) and the top row of brick to avoid "brick bind". See 1 1/2"(13 mm) — - Figure 4. 2 1 1l2"(13 mm) 2. On shapes such as polygons, round tops, and octagons, make sure there is proper bracing. See t Figure 2. Figure 4 1 1/2"(13 mm) i Figure 2 3. Masonry openings (MO) should be 1/2" (13)wider (1/4"on each side)than the outside measurement of the frame and casing and 1/4" (6) higher than the outside measurement of the frame or casing. See Figure 3. 2017-03-13 4 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al Technical Specifications • The panning must drain water to the exterior of the CAUTION ! cladding OR the exterior surface of a concealed weather resistive barrier. If the previous conditions are not met, the installer must r�-� take corrective actions to alter the opening(s) before ` I t CAUTION ! proceeding. It is also essential that the sheathing be- Be aware that the use of sill pans and other barriers will hind the wall be a solid surface to ensure that the unit decrease the rough opening height clearance. Adjust can be secured firmly to the wall. opening dimensions accordingly. • The panning system used in these instructions is one component in a structure's overall water management system. It should be used in conjunction with an appropriate drainage plane compatible with the exterior cladding. • Flashing materials must comply with ASTM E2112- 01, section 5.13 and be compatible with all materials used in installation including panning systems, air barriers and building papers, sheathing, and the window unit. • Properly flash and/or seal all windows at the exterior, perimeter. • Sealants used for installation must be Grade NS Class 25 per ASTM C920 and compatible with the building exterior, window exterior surface, and flashing/water management materials. • Optional foams used for installation must be low expansion only. Foam and foam application must comply with ASTM E2112-01, SEC 5.9.2 • For units with flat casing install with installation brackets, structural masonry brackets, or jamb screws. • Shims 4" - 6" (102-152) from each corner on jambs and head jambs. Install additional shims at 15" (381) on center and at all locking points. always shim at the check rails and meeting stiles. • Do not use chemically treated products for shim material. • fasteners penetrating chemically treated lumber must be a minimum of 0.90 oz/ft2 zinc hot dipped galvanized or stainless steel type 304 or 316. • The window frame must not come into direct contact with chemically treated wood products. 2017-03-13 5 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al Rough Opening Prep NOTE: This does not apply to self-adhering WRB sheathing systems. 1. Make horizontal cuts to the Weather Resistive Barrier(WRB)across the top and bottom of the Rough Opening. See Figure 5. r, , , x I , 1 , 5 t 1 I r> � Figure 7 '.* 4. Flip top flap up and tack in place temporarily. Tack the side flaps away until sill flashing is installed. See Figure 8. 3 Figure 5 a° a " 2. Trim up from the bottom corners about 2" (51)and -- =r then make an additional horizontal cut about 3 1/2"(89) `3 wide. See Figure 6. 3 1 /2 ' Figure 8 00 141: 17 PQ Zrr Figure 6 3. Make a vertical cut down the center of the RO.Then make 45 degree cuts away from the corners of the top of the RO. See Figure 7. 2017-03-13 6 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al OPTIONAL:Add a continuous"Sill Wedge"out of cedar of sealant or adhesive and screw in place. See Figure 9. siding or similar water resistant material to create a pos- itive drainage slope. Glue to the RO sill with two beads $fie 0 �Y " a x`' Figure 9 Type 111 Sill Pan Flash 5. Apply self sealing flexible membrane to the sill. See Figure 10. JP j - S e S ee 3 Figure 11 7. Apply seam seal tape over the corners. Place plastic Figure 10 or composite shims at the ends and in the middle of the 6. Wrap side flaps to the interior and staple in place RO to counter the slope of the sill wedge and support about 1 1/2"(38)from the interior edge of the opening. the unit. Fasten with adhesive or finish nails. If using Cut the excess off near the staple so that a 1"-1 1/2"(25- finish nails, place adhesive under shim where nail will 38)strip of bare wood is exposed. Tape this edge with penetrate. See Figure 12. seam seal tape. See Figure 11. 2017-03-13 7 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al Figure 12 Remove Packaging 1. Remove exterior plastic wrap and cardboard protectors. 2. Remove shipping clips by pulling upward to release them. See Figure 13. I r t Figure 14 5 � 4. Tilt the sash out, then remove shipping tube assembly and tilt sash back into frame with center button depressed and handle rotated to 180'. See Figure 15. i Figure 13 3. Rotate handle to 135' to unlock, then push center button to allow handle to rotate to 180' for tilting. See Figure 14. 2017-03-13 8 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al 6. Inspect unit for any hidden damage and report - .' immediately to your Marvin representative. Provide the customer service number etched on one of the top corners of the glass. See Figure 17. �,f i C" Pill Figure 15 5. Raise bottom sash and remove foam blocks from sill. See Figure 16. �O Figure 17 } T Figure 16 Installation Prep 7. Starting in 3/4"(19)from the side, apply bead of sealant 1/2"-3/4"(13-19)across the top of the RO stopping 3/4"(19) in from the end.Apply sealant down �3 both sides of the window opening in the same manner See Figure 18. , 1A Figure 18 2017-03-13 9 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al 8. Place a bead of sealant 1/4"-3/8"(6-10)from interior edge of the RO sill. See Figure 19. `" ' Figure 19 Nailing Fin Installation 1. Center the window in the opening. Level at the sill and plumb the frame (interior/exterior). Shim under the jambs to bring to level if necessary. See Figure 20. 'J, f e Figure 21 Figure 20 CAUTION ! 2. Once square, fasten the lower corner of the nailing Proper shimming is extremely important. Under-shim- fin and recheck for square. If necessary remove the ming or over-shimming will result in bowed jambs and or nails and adjust shims until the unit is square.See head jamb. Both conditions can contribute to improper Figure 21. window operation. 3. From the interior, square the frame in the opening by installing shims between thejamb and framing. Shim 4"- 6" (102-152)from the head jamb and sill. Measure the diagonals and adjust shims until the unit is square in the opening. See Figure 22. 2017-03-13 10 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al Figure 22 Figure 24 4. Once level, tack the jamb nailing fin with 2" (51) roofing nails within 4" (102)from the head jamb (or 6. On operating units make sure it is operable. If not, fasten top brackets if applicable,follow instructions sent make adjustments to the shims. with brackets).See Figure 23. Tip y `A- A On operating units, one way to make sure that the unit .- is installed square is to check the reveal (gap) between ' the operating sash and the frame. An even reveal around the entire sash generally means a square unit and will ensure smooth operation. 7. Complete fastening of the nailing fin around the perimeter of the unit with 2" (51)roofing nails 4" (102) from each corner and spaced every 6"-8" (152-203)on center. °f 4 Figure 23 5. Measure at head jamb, center of unit, and sill to make sure all dimensions are equal. If they are not,you will have to adjust the shims accordingly. See Figure 24. 2017-03-13 11 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al Through Jamb Installation Operator units larger than CN4040 require through jamb installation. For sash removal instructions, please Iib: refer to page 22. r , NOTE: For units installed with installation screws through the jambs, be sure to shim at each fastening lo- cation to avoid bowing/distorting jambs. 1. Remove the interior wood covers using a flat blade 4. screwdriver, carefully pry the wood cover loose from provided recess on top side of jamb receiver assembly. i See Figure 25. E j Figure 27 4. Using screwdriver, pry behind aluminum/vinyl mid cover assembly to release it from frame. See Figure 28. i Figure 25 { j 2. Once the cover is released, carefully pull down on it to remove it from end of header parting stop. See Figure 26. 6 1 Figure 28 1 5. Install jamb receiver assembly onto jamb, making sure that it is properly aligned with alignment hole in jamb and pressed firmly against jamb. See Figure 29. t � i i Figure 26 3. Using a pliers, remove jamb receiver assembly. See Figure 27. 2017-03-13 12 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al �u I i ) i Figure 31 Figure 29 9. Replace aluminum/vinyl mid cover and press it firmly 6. Ensure unit is centered in opening, level,and plumb. on the jamb ensuring that it is fully seated along its There are pre-marked installation holes.Properly shim entire length. unit behind pre-marked installation holes and behind 10. Replace wood jamb cover and press firmly in place, jamb receiver assembly. being sure that it properly seated behind wood jamb 7. Secure frame to opening using#8 X 3"screws liners. Install the top sash and then the bottom sash. through pre-marked installation holes and through center of jamb receiver assembly. See Figure 30. I IIS I II , r I c I Figure 30 8. Units with performance brackets,fasten with screws in the center of brackets. See Figure 31 2017-03-13 13 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al Optional Jamb Jack Installation GRK Top Star TM jamb jack fasteners can be used with 2. Using GRK's Top Star TM Crown and T-15 Star bit the jamb receiver of these windows. system, install Top Star TM fastener into jamb/jamb receiver. Using Torx bit, adjust jamb position as 1. Remove bottom sash. (For sash removal needed. See Figure 33. instructions, please refer to page 22.) Lower top sash (no need to remove). Using a 5/16"drill, drill out center of jamb receiver and jamb wood. See Figure 32. C� § E { i 3; Figure 33 3. Install bottom sash Figure 32 Other Installation Methods ATTENTION NOTE: Depending on construction method or wall type, you may need to modify the clip/bracket to fit the open- ing. Fastening holes should be no more than 1/4"from For units installed with masonry clips or installation the bend in the bracket. If necessary, drill two 5/32"(3) brackets. Bend bracket around framing member and at- holes in the bracket. See Figure 34. tach with the#8 x 1 5/8" screws.Angle screws approxi- mately 15° away from the window. Always shim above `. or below brackets. Figure 34 2017-03-13 14 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al NOTE: Interior and mullion trim: Install mullion trim af- NOTE: ON SPACE MULL ASSEMBLIES: must be an- ter interior trim or casing is applied. Be sure to use nails chored with#8 sheet metal screws or structural mason- and staples that are no longer than 3/4"(19). Place fas- ry brackets within 4"(102)of each side of the space mull teners at least 1"(25) from the edge of interior jamb lin- on both ends of the mull. When using screws, make er. sure there is 1 1/4" (32) or more penetration into the framing material. NOTE: ON UNITS WITH FLAT CASING: must be in- stalled using installation brackets, masonry clips or NOTE: On units with optional aluminum nail fin: manu- screw through jamb. For more details on structural fas- ally fold out nail fin until it is perpendicular with the frame tening, refer to the structural installation instructions Take care during handling and installation not to dam- found on-line at wwwmarvin.com or contact your Mar- age the corner gasket.After unit is secured in the open- vin representative. See Figure 35. ing for supplied drip cap to Y shape and install per unit flashing instructions. MOVE TO NAIL FIN SECTION p- 3 Figure 35 Single Hung Units- Installing Shipped Separate Sash 1. Remove Exterior Single Hung Covers with flat screw driver. See Figure 36. f i , i - t . m a Figure 37 OFF Figure 36 3. Install top sash and raise it to its fullest extent.See Figure 38. 2. Pull down and lock clutches. Ensure that clutches are level with one another prior to installing top sash. See Figure 37. 2017-03-13 15 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al y E 1` i if Figure 38 � 4. Snap the exterior single hung covers into place, shown in Figure 39. For ease of installation, slide the top of the exterior single hung cover behind the top Figure 39 sash. Using the rubber mallet, seat the exterior single 5. Install the bottom sash. hung cover into place from the top down. Be careful to not mar the sill while installing the exterior single hung cover. Round Top Installation All Round Top picture and transom units are installed with screw through jamb only. Operator units with a frame size of CN4040 (45 1/4"(1149) x 87 1/2" (2222)) or less can be installed with nailing fin method. Remove packaging and shipping clip (Reference package re- moval on page 8). t i Figure 41 7. Once cover is released, carefully pull down on it to remove it from the head jamb parting stop.See w Figure 42. Figure 40 6. Remove the interior wood cover using a flat blade screwdriver, carefully pry wood cover loose from provided recess on top side of jamb receiver. See Figure 41. 2017-03-13 16 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al I Figure 42 I 8. Using pliers, remove jamb receiver. See Figure 43. i i Figure 44 3 10. Install jamb receiver assembly onto jamb, making sure that it is properly aligned with alignment hole in jamb and pressed firmly against jamb. See Figure 45. p I 3i3 Figure 43 9. Using screwdriver, pry behind aluminum/vinyl mid I cover assembly to release it from frame. See Figure 44. i i i E � Figure 45 11. Remove the head jamb stop. See Figure 46. 2017-03-13 17 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al Q Figure 46 ,r t 12. Center the window in the opening. Jambs need to Figure 48 be straight and level. Apply#8 X 3" screws until snug through the pre-marked holes, do not over tighten, to 14. Take diagonal measurements to ensure that the permanently secure the unit to the framing members. frame is square.See Figure 49. See Figure 47. A .• .+ - F" Osm t ♦ L2"(51) 14$ 1 i , �1Q,6 ,• ♦♦ ��6 'i � � ♦ 6 Figure 47 13. Operator units that have performance brackets require a screw through center of each lower jamb bracket(s). See Figure 48. Figure 49 15. Shim and secure at the apex of the unit frame. See Figure 50. 2017-03-13 18 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al 16. Replace the wood cover and press firmly in place, properly seating the cover behind the wood jamb liners. Re-install top and then bottom sash (see page 22). r r000 Figure 50 Flashing Application NOTE: Applied nailing fin is not designed to be a 3. Apply a bead of sealant beneath the vinyl drip cap weatherproof flashing. along the top of the head jamb as shown in Figure 52. NOTE: Follow the flashing tape manufacturers'recom- mended instructions for attaching to the building mate- rials under the WRB. For example, priming wet or frozen wood, application temperature, etc 1. On windows that use nailing fin, apply nailing fin .- ~ corner gaskets. Follow instructions on the back of the gasket. See Figure 51. x' i IN ~ Figure 52 1 Vinyl drip cap 2 Sealant 4. For windows that do not have a factory applied vinyl drip cap, it is recommended that a rigid head flash be • installed now. See Figure 53. Seal both horizontal and Figure 51 vertical legs of the rigid head flash. 2. If using the factory applied vinyl drip cap, make sure it extends about 1/8"(3)beyond the edge of the window on each side. 2017-03-13 19 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al 1 _ 2 R Figure 55 NOTE: On Round Top units flash the head jamb using Figure 53 a flexible membrane. See Figure 56. 1 Rigid head flash 2 Sealant IIr ,Irr, 5. Installing an optional "Skirt" in applications with ► exposure to wind driven rain/climate- use flashing material or a 12"(305)strip of WRB and attach to the sill of the window with seam seal tape or flashing tape. See Figure 54. E mmmmmmmffk "�Ww Figure 56 ,di 7. Install another layer of adhesive membrane lapping onto head jamb of unit and over sheathing. Membrane flashing at head jamb should extend and cover flashing membrane previously installed at jambs. See Figure 57. Figure 54 s 6. Lap vertical strips of adhesive flashing tape onto the unit and out over the WRB. Make small diagonal cuts at the head jamb to allow the membrane to fold back onto the exterior. See Figure 55. Figure 57 2017-03-13 20 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al 8. This step does not apply to self adhered WRB sheathing. Tape the top edge of the head jamb flashing with seam seal tape. See Figure 58. � n are 4� Figure 60 Figure 58 9. Seal the ends of the vinyl drip cap or rigid head flash, by injecting sealant at each end. See Figure 59. Figure 59 10. This step does not apply to self adhered WRB sheathing. Fold head jamb WRB down over the head jamb flashing.Apply seam tape over the diagonal cut in WRB. Make sure the seam tape laps onto the unit or casing. Use seam tape to seal any seams and fasteners directly above the unit. See Figure 60. 2017-03-13 21 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al Interior Insulating and Sealing We recommend two ways of insulating the interior RO The second method uses two beads of low cavity: expansion foam (one at the exterior plane of the The first method uses a combination of one bead RO and another at the interior plane of the RO). • of low expansion/low compression/closed cell foam at the exterior plane of the RO in conjunction with loose fill fiberglass insulation. , .. 2 i- k w < - y t Figure 62 1 Low expansion foam Figure 61 2 Loose fill fiberglass insulation 1 Low expansion foam 2 Loose fill fiberglass insulation Exterior Sealing Perimeter sealant must be Grade NS Class 25 per ASTM C920 and compatible with the window product , and the finished exterior(s) of the building. Using im- proper sealant could result in sealant failure casing air <' and water infiltration. - " 1. For ALL applications: Once the exterior finish suchr as siding or brick veneer is installed, apply bead of sealant between the finish and the frame exterior or ""- casing along the sides. Apply additional beads approximately 1"-2" (25-51) at the ends on top of the ` drip cap. Use a backer rod when necessary. See `J Figure 63. U � Figure 63 1 Sealant 2 Backer rod 2017-03-13 22 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al Sash Removal Bottom Sash Removal j 1. Rotate lock handle to 135° position to unlock. See -- ` Figure 64. i w. i Figure 64 2. Raise sash to a comfortable position. Hold button in Figure 66 center of lock handle down while rotating handle to 1800 position. See Figure 65. Tor) Sash Removal 1. Lower top sash to a comfortable position. Retract both latches simultaneously and tilt sash inward so that t it is perpendicular to frame (90° angle). See Figure 67. r.y r. Figure 65 I 3. While holding handle in 1800 position, tilt sash i I inward so that it is perpendicular to frame (90° angle). Release lock handle and pull upward on one side of sash to rotate it out of the frame. Once one side of sash is released, repeat for other side. Remove sash while Figure 67 being careful not to damage interior surfaces of frame or 2. Release latches and pull upward on one side of sash sash. See Figure 66. to rotate it out of the frame. Once one side of sash is released, repeat for other side. See Figure 68. 2017-03-13 23 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al i I' t[! . _... AIR Figure 70 f ` '' 2. If the window has performance brackets, raise sash so that performance brackets are visible beneath bottom sash. See Figure 71. Figure 68 3. Remove sash while being careful not to damage interior surfaces of frame or sash. See Figure 69. .k i ' I I � I i I � I tl Figure 71 3. Install tilt tool into both wood jamb covers. Cover wood jamb covers and liners with painters tape or similar material near tilt tools to protect frame. See Figure 72. Figure 69 Non-Tilt Sash Removal 1. Remove bottom sash. Rotate lock handle to 135° position to unlock. See Figure 70. 2017-03-13 24 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al 5. Remove sash while being careful not to damage interior surfaces of frame or sash. If unit has performance brackets, lower top sash so that performance brackets are visible above top sash. � 6. Retract both latches simultaneously and tilt sash inward slightly. See Figure 74. Itif ° i C Figure 72 ILI 4. Raise sash so that latch bolts ride up onto tilt tools and tilt sash inward so that it is perpendicular to frame ` (90° angle). See Figure 73. a ' Figure 74 j 7. If unit has performance brackets for bottom sash also, top sash will now need to raised to clear lower P I frame brackets while it is partially tilted in. 8. Retract both latches simultaneously and tilt sash inward so that it is perpendicular to frame (90° angle). Release latches and pull upward on one side of sash to rotate it out of the frame. Figure 73 Hardware Removal 1. Unlock handle at 135°. See Figure 75. r + Figure 75 Figure 76 2. Remove both screws with a Phillips screwdriver. See 3. Lift lock off of sash,finish as desired. See Figure 77. Figure 76. 2017-03-13 25 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al k Figure 77 Sash Shipped Separate - Stationary Windows Large picture units and all IZ3 units require screws that go through the sash and into the exterior aluminum cov- ers of the window. Sash shipped separate units will have pre-drilled holes for sash installation, these do not _ take the place of jamb installation screw. .; 1. Place the bottom of the sash into the frame and tip i into place until sash is seated against the exterior stop. r See Figure 78. Figure 79 3. After the sash has been secured to the frame, install the jamb and head jamb stops by placing the barbed side of the stop into kerf. Note:Stops are shipped loose with the sash. See Figure 80. Figure 78 ° 2. Fasten sash to frame with supplied#9 x 3"screws in 4" each pre-drilled hole. Place the bottom of the sash into g i the frame and tip into place until sash is seated against the exterior stop. See Figure 79. 4 F 9 Figure 80 2017-03-13 26 Clad Ultimate Double Hung Next Generation 2.0 19915771 Standard Wood Frame Construction-Method Al 70 Robert-Jackson Way � �1PNEW Tel (860) 793=6900 2 Plainville,CT 0606Fax (860) 793-6906 New En gla 's Le er in Fire Protection Public Act No. 91-95:An act concerning the requirement that licensed contractors as defined in Section 20-330 of the General Statutes must personally sign each building permit application. Date: i 2^2 -1 ATTN: Building Official IE: AILA-,k To Whom It May Concern, In Accordance with Public Act 91-95,this letter Authorizes the below named agent to sign the above reference permit application. C1. Project Name: q, 2. Location: L5 3. Starting Date: 4. Licensed Contractor's Name: Michael Gagnier 5. Licensed Contractor's Trade Lice n No.: FRP.0030042-F3 6. Name of Agent: i Sincerely, STATEOF DEPART11EVT OF(-O.\.S1J1FR PROTECTION FIRE PROTECT101 IBUTED CONTRACTOR MICHAEL J-GAGNIER Signature of sed Contractor 33 MAGENTOSH WAY SOUT3iNGr 'gNs'CT.06489-2053 LIC./REG NO... - EFFECTIVE EXPIRES FRP.0030042=173.: .:. 11�01/2A17. 10/31/2018 SIGNED c 1 plication—For—Permit-letter NMEMBER FP/► www.alistatefireinc.com A CT Lic.#1730042 A MA-CR. 1097 4 t111"e 4 Robert Jackson Way Tel (860) 793-6900 Plainville,CT 06062, i IPMENr Fax(860) 793-6906 New Englan 's Led,or in Fire Protection December 21,2017 Southold Building Dept/FMO PO Box 1179 Southold,NY 11971 Greetings, Please see the enclosed plans and permit check for the Ansul Kitchen Fire Suppression Installation,at the Fisher Island's Club on Fisher's Island.- If you have any questions please call me at 860.793.6900. Thank you very much for your time! Regards, Phil L.Brous eau—Service/Sales/Installation Coordinator � D DEC 2 7 2017 BUILDING DEW. TOWN OF SOUTHOLD t L rivN, n , NMEMBER FPA www.allstatefireinc.com lily CT Lic.#F3,0042 A MA-CR. 1097 frm 7G �nlnnneref linhilifii Install Date:2018 f eflO Allstate Fire Equipment,Inc. y1 . ANSUL, Fisher's Island Club-Fishers Island 15 Robert Jackson Way 5 Waterfront Park. Plainville,CT 06062 y Fisher's Island, Michael Gagnier L 860-793-6900 Mike@AIIStateFireinc.com CT F3-0042 Fisher's Island Club-Fishers Island Fire Suppression System I i p Gas valve x 1 3.0 Tank&1-Tank Enc. 3.0 Tank & Reg. Release � 'NEW In gW p � JAN 1 6. 2018 pROIFEsSioA RUMDING DEPT. TOWN OF SO OLD /2•� 9• /7 page 1 Install Date:2018 Allstate Fire Equipment,Inc. �NSUL; Fisher's Island Club-Fishers Island 15 Robert Jackson Way 5 Waterfront Park Plainville,CT 06062 ti Fishers island, Michael Gagnier 860-793-6900 Mike@AI IStateFire l ne.com CT FM042 Fisher's Island Club-Fishers Island Fire Suppression System Fishers Island Club-Fishers Island Cooking Appliance Line Up � I Oust ---- i "xt21n. • 21s x 201n. � I Duct I 16.121n. 2. I �I 1 .Upright B.Potlntemat qn:0 (j 22x227n. f [. .�► Ra tge ggf2alingc 24 x221n, 9alemxnda&olip hdamel'me. 19 to in, 244 241n 4Uatthco 24 x 'atiddlq ton 24x24 Rugg 72Mg. 1 FryvaS id x 121n. N1�h ddpboa0 14 x 1e h 1 Fx 121.. i� l'l'=4L d;14 x td tn. Pt-ch- Flow Summary: Coverage 'Overall Dimensions i Nozzle II Flows' Nozzle Location Hood:Single Bank 216 x 48ln. 1N x2 2 2-4 in,from filter face,center of height dimension,aimed doom filter length. i Duct Square 16 x 12 in. 2W .2 2-8 in,into center of duct opening,aimed up Duct Square 16 x 12 in. 2W 2 2-8 In.into center of duct opening,aimed up Fryer 1 vat,dripboard 16 x 30 in. 3N 3 25-35 in.,FRONT HALF of perimeterlI,aimed at center i Fryer,1 vat,dripboard 16 x 30 in.. 3N 3 25.35 in;,FRONT HALF of pedmeted,aimed at center i Range:2 burners 12 x 12 in. 1N 1 30-40 in.,0.10 in.from each burner t(entedine,aimed at midpoint S Griddle 24 x 301n. 1N 1 35.40 in.,0-2 in.(Inside perimeter,all Tined at center i Char Brollar 24 x 30 In. 1N 1 1540 in.,alongAvithin perimeter,at at center Range;6 burners. 36 X 24 in. 1N x2 2 3040 In.,0.10 In�from each burner Ilcenterine,aimed at midpoint Salamander 24 x 24 in. 112N x2 Y One nozzle above the grate,pointed at back opposite comer,Other nozzle point... See Note 2 Upright Broiler 24 x 241n. 112N x2 1 One nozzle above the grate,pointed fat back opposite comer.Other nozzle point,..See Note 3 r Total Flow Points Y9 I e 0FIJLW) , rY I � Cnl� � ' '2:�1��• II >F� 1 �L•2 9 •�7 page 2 II ��« Install Date: 2018 ' Allstate Fire Equipment; Inc.1.JANS . Fisher's Island Club- Fishers Island i 15 Robert.Jackson Way 5 Waterfront Park Plainville; CT 06062 Fisher's Island I Michael Gagnier _ 860-793-6900 Mike@AIIStateFirelnc.com CT F3-0042 Notes Project Notes:Automatic fire suppression system plans and.specifications in compliance with;UL 304,wi11 comply with NFPA 17A IBC 2015 IMC 2015. Microswitches are provided for electrician to make applicable connection(including make-up ai fan shut-down,electric appliance shut-down,&alarm tie-in). All Hood penetrations will have UL-listed(UL4 2L09)grease seals. Manual Pull Station to be located in the path of egress 48"above finished floor and a minimum c f 1,0'to a maximum of 20'from the kitchen exhaust system. All fuel sources(natural gas,LP,or electric)will shut-down upon system activation. System to be installed to a new exhaust hood Hood is 18'long and over a woodstono pizza oven,2 fryers,2 burner rano w/griddle combo,6 urner range,salamander and an upright broiler. It is the owner and/or GC.'s responsibility to ensure adequate separation(by distance or baffle)between fryers and open flame appliances, Fusible Links: =>To determine actual fusible.link ratings,temperature readings must be taken during peak coo ' g time. Fisher's Island Club-Fishers Island Cooking Appliance Line Up: Note.1=>Range:6 burners:Additional nozzle combinations are possible for this range.Please r fer to the manual. Note 2 a Nozzle:1/2N x 2:(Salamander)nozzle position:One nozzle above the grate,pointed t back opposite corner,Other nozzle pointed down into center of drip pan. Note 3=>Nozzle: 1/2N x 2:(Upright Broiler)nozzle position:One nozzle above the grate,pointed at back opposite comer.Other nozzle pointed down into center of drip pan. E Y �P N -o n 83V `CG`S r-SSIO��P i2 •zs•/7 page 3 JU]ANSUL • , RESTAURANT• ` SUPPRESSIONFIRE Data/Specifications n Low pH Agent n Proven Design n Reliable Gas Cartridge Operation n Aesthetically Appealing n UL Listed —Meets Requirements of UL 300 n ULC Listed—Meets Requirements of ULC/ORD-C1254.6 n CE Marked f The ANSUL®R-102Tm Restaurant Fire Suppression System is an auto- matic,pre-engineered,fire suppression system designed to protect areas associated with ventilating equipment including hoods,ducts, 004212 plenums,and filters.The system also protects auxiliary grease extrac- tion equipment and cooking equipment such as fryers;griddles and range tops;upright, natural charcoal,or chain-type broilers;electric,lava rock,mesquite,or gas-radiant char-broilers;and woks. The system is ideally suitable for use in restaurants,hospitals, nursing homes,hotels,schools,airports,and other similar facilities. A s Istem owner's guide is available containing basic information Use of the R-102 system is limited to indoor applications or locations pe aining to system operation and maintenance.A detailed technical that provide weatherproof protection within tested temperature limits ma ual, including system description,design, installation, recharge and tions.The regulated release and tank assemblies must be mounted in resetting instructions,and maintenance procedures, is available to qual- an area where the air temperature will not fall below 32°F(0°C)orifie individuals. exceed 130°F(54°C).The system must be designed and installed Th system is installed and serviced by authorized distributors that are within the guidelines of the UUULC Listed Design, Installation, trai ed by the manufacturer. Recharge,and Maintenance Manual. The basic system consists of an ANSULAUTOMAN®regulated release assembly which includes a regulated release mechanism and a wet chemical storage tank housed within a single enclosure.Nozzles with blOWyu-off caps,detectors,cartridges, agent,fusible links,and pulley elbows are supplied in separate packages in the quantities needed for The restaurant fire suppression system is a pre-engineered,wet chemi fire suppression system arrangements. cal,cartridge-operated,regulated pressure type with a fixed nozzle Additional equipment includes a remote manual pull station(s), mechan- agent distribution network. It is listed with Underwriters Laboratories, Inc. ical and electrical gas valves,and electrical switches for automatic (UL/ULC). equipment and gas line shut-off.Accessories can be added such as _...._„ alarms,warning lights,etc.,to installations where required. Additional tanks and corresponding equipment can be used in multiple =, arrangements to allow for larger hazard coverage. Each tank is limited to a listed maximum amount of flow numbers. f✓AY. 004215 The system is capable of automatic detection and actuation as well as remote manual actuation.Additional equipment is available for building fire alarm panel connections, electrical shutdown and/or interface, and mechanical or electrical gas line shut-off applications. The detection portion of the fire suppression system allows for auto- matic detection by means of specific temperature-rated alloy type fusible links,which separate when the temperature exceeds the rating of the link, allowing the regulated release to actuate. .. � 4i. } ,; a,., `. 004213 Agent Distribution Hose— Kitchen appliances manufactured with or • • resting on casters(wheels/rollers)may include an agent distribution mixture of organic hose as a component of the suppression system.This allows the appli- Wet Chemical Agent—The extinguishing agent is a salts designed for rapid flame knockdown and foam mixture of of ance to be oved for cleaning purposes without disconnecting the appli- ance fire SL ppression protection.The hose assembly includes a grease related fires. It is available in plastic containers with instructions restraining cable kit to limit the appliance movement within the range for wet chemical handling and usage. (length)of the flexible hose. Agent Tank—The agent tank is installed in a stainless steel enclosure Flexible C nduit—Flexible conduit allows for quicker installations and or wall bracket.The tank is constructed of stainless steel. the convenience of being able to route the cable over, under and around obstacles. �lexible conduit can be used as a substitute for standard Tanks are available in two sizes: 1.5 gallon(5.7 L)and 3.0 gallon EMT conduit or can be used with EMT conduit. (11.4 Q.The tanks have a working pressure of 110 psi(7.6 bar),a test Flexible co duit can be used only with the Molded Remote Manual Pull pressure of 330 psi(22.8 bar),and a minimum burst pressure of 660 psi (45.5 bar). Station. The tank includes an adaptor/tube assembly.The adaptor assembly I Pull Statio Assembly—The remote manual pull station is made out of includes a chrome-plated steel adaptor with a 1/4 in. NPT female gas a molded r d composite material.The red color makes the pull station inlet,a 3/8 in.NPT female agent outlet,and a stainless steel agent pick- more read!] identifiable as the manual means for fire suppression up tube.The adaptor also contains a bursting disc seal which helps to system operation. prevent the siphoning of agent up the pipe during extreme temperature The pull station is compatible with the ANSUL Flexible Conduit. variations. Regulated Release Mechanism—The regulated release mechanism is a spring-loaded,mechanical/pneumatic type capable of providing the APPR• , LS expellant gas supply to one,two,or three agent tanks depending on the capacity of the gas cartridge used.It contains a factory installed regula- UL/ULC isted for deadset at 110 psi(7.6 bar)with an external relief of approximately 180 psi(12.4 bar). It has automatic actuation capabilities by a fusible link CE Marked detection system and remote manual actuation by a mechanical pull New York City Department of Buildings station. • LPCB The regulated release mechanism contains a release assembly,regula- tor,expellant gas hose,and agent storage tank housed in a stainless steel enclosure with cover.The enclosure contains knock-outs for 1/2 in. Marine Equipment Directive(MED) conduit.The cover contains an opening for a visual status indicator. - DNV It is compatible with mechanical gas shut-off devices;or,when equipped ABS with a field or factory-installed switch and manual reset relay,it is compatible with electric gas line or appliance shut-off devices. Lloyd's Register • Meets requirements of NFPA 96(Standard for the Installation of Regulated Actuator Assembly—When more than two agent tanks(or Equipment for the Removal of Smoke and Grease-Laden Vapors from three 3.0 gallon(11.4 L)tanks in certain applications)are required,the Commeraal Cooking Equipment) regulated actuator is available to provide expellant gas for additional Meets reduirements of NFPA 17A(Standard on Wet Chemical tanks.It is connected to the cartridge receiver outlet of the regulated Extinguishing Systems) release mechanism providing simultaneous agent discharge. It contains a regulated actuator deadset at 110 psi(7.6 bar)with an external relief of approximately 180 psi(12.4 bar). It has automatic actuation capabili- ties using pressure from the regulated release mechanism cartridge. ORDERING INFORMATION The regulated actuator assembly contains an actuator, regulator,expel- lant gas hose,and agent tank housed in a stainless steel enclosure with Order all system components through your local authorized ANSUL cover.The enclosure contains knockouts to permit installation of the Distributor. expellant gas line. Discharge Nozzles—Each discharge nozzle is tested and listed with the R-102 system for a specific application. Nozzle tips are stamped with the flow number designation(1/2, 1,2,or 3). Each nozzle must have a metal or rubber blow-off cap to keep the nozzle tip orifice free of cooking grease build-up. An ANSUL R-102 Fire Suppression System shall be furnished.The 2.OI PRODUCT system shall be capable of protecting all hazard areas associated with 2.1 Manufacturer cooking equipment. 2.1.1 Tyco Fire Suppression&Building Products,One 1.0 GENERAL Stanton Street,Marinette,Wisconsin 54143-2542, Telephone(715)735-7411. 1.1 References 2.2 Components 1.1.1 Underwriters Laboratories, Inc. (UL) 2.2.1 The basic system shall consist of an ANSUL 1.1.1.1 UL Standard 1254 AUTOMAN regulated release assembly which includes 1.1.1.2 UL Standard 300 a regulated release mechanism and a wet chemical 1.1.2 Underwriters Laboratories of Canada(ULC) storage tank housed within a single enclosure. 1.1.2.1 ULC/ORD-C 1254.6 Nozzles,blow-off caps,detectors,cartridges,agent, 1.1.3 National Fire Protection Association(NFPA) fusible links,and pulley elbows shall be supplied in 1.1.3.1 NFPA 96 separate packages in the quantities needed for fire 1.1.3.2 NFPA 17A suppression system arrangements.Additional equip- ment shall include remote manual pull station, 1.2 Submittals mechanical and electrical gas valves,and electrical 1.2.1 Submit two sets of manufacturer's data sheets switches for automatic equipment and gas line shut- 1.2.2 Submit two sets of piping design drawings off,and building fire alarm control panel interface. 2.2.2 Wet Chemical Agent:The extinguishing agent shall be 1.3 System Description a specially formulated,aqueous solution of organic 1.3.1 The system shall be an automatic fire.suppression salts with a pH range between 7.7—8.7,designed for system using a wet chemical agent for cooking grease flame knockdown and foam securement of grease related fires. related fires. 1.3.2 The system shall be capable of suppressing fires in 2.2.3 Agent Tank:The agent tank shall be installed in a the areas associated with ventilating equipment includ- stainless steel enclosure or wall bracket.The tank ing hoods,ducts,plenums,and filters as well as auxil- shall be constructed of stainless steel.Tanks shall be iary grease extraction equipment.The system shall available in two sizes; 1.5 gallon(5.7 L)and 3.0 gallon also be capable of suppressing fires in areas associ- (11.4 L).The tank shall have a working pressure of ated with cooking equipment,such as fryers;griddles 110 psi(7.6 bar),a test pressure of 330 psi(22.8 bar), and range tops;upright,natural charcoal,or chain-type and a minimum burst pressure of 660 psi(45.5 bar). broilers;electric,lava rock,mesquite or gas-radiant The tank shall include an adaptor/tube assembly char-broilers;and woks. containing a burst disc union. 1.3.3 The system shall be the pre-engineered type having 2.2.4 Regulated Release Mechanism:The regulated release minimum and maximum guidelines established by the mechanism shall be a spring-loaded, manufacturer and listed by Underwriters Laboratories mechanical/pneumatic type capable of providing the (UUULC). expellant gas supply to one or two agent tanks 1.3.4 The system shall be installed and serviced by person- depending on the capacity of the gas cartridge used or neI trained by the manufacturer. three 3.0 gallon(11.4 L)agent storage tanks in certain applications. It shall contain a factory installed regula- 1.3.5 The system shall be capable of protecting cooking for deadset at 110 psi(7.6 bar)with an external relief appliances by utilizing either dedicated appliance of approximately 180 psi(12.4 bar). protection and/or overlapping appliance protection. It shall have the following actuation capabilities: auto- 1.4 Quality Controlmatic actuation by a fusible link detection system and 1.4.1 Manufacturer:The R-102 Restaurant Fire Suppression remote manual actuation by a mechanical pull station. System shall be manufactured by a company with at The regulated release mechanism shall contain a least forty years experience in the design and manu- release assembly, regulator,expellant gas hose,and facture of pre-engineered fire suppression systems. agent storage tank housed in a stainless steel enclo- The manufacturer shall be ISO 9001 registered. sure with cover.The enclosure shall contain knock- outs for 1/2 in.conduit.The cover shall contain an 1.4.2 Certificates:The wet agent shall be a specially formu- opening for a visual status indicator. lated,aqueous solution of organic salts with a pH range between 7.7—8.7,designed for flame knock- It shall be compatible with mechanical gas shut-off down and foam securement of grease-related fires. devices;or,when equipped with a field or factory- 1.5 Warranty,Disclaimer,and Limitations installed switch(es), it shall be compatible with electric gas line or appliance shut-off devices,or connections 1.5.1 The pre-engineered restaurant fire suppression system to a building fire alarm control panel. components shall be warranted for five years from 2,2.5 Regulated Actuator Assembly:When more than two date of delivery against defects in workmanship and agent tanks or three agent tanks in certain applications material. are required,the regulated actuator shall be available 1.6 Delivery to provide expellant gas for additional tanks. It shall be 1.6.1 Packaging:All system components shall be securely connected to the cartridge receiver outlet of the regu- packaged to provide protection during shipment. lated release mechanism providing simultaneous agent 1.7 Environmental Conditions discharge.The regulator shall be deadset at 110 psi (7.6 bar)with an external relief of approximately 1.7.1 The R-102 system shall be capable of operating within 180 psi(12.4 bar).The regulated actuator assembly a temperature range of 32°F to 130°F(0°C to 54 shall contain an actuator, regulator,expellant gas °C). hose,and agent tank housed in a stainless steel enclosure with cover.The enclosure shall contain knockouts to permit installation of the expellant gas line. 2.2.6 Discharge Nozzles: Each discharge nozzle shall be tested and listed with the R-102 system for a specific application.Nozzles tips shall be stamped with the flow number designation(1/2, 1,2,or 3).Each nozzle shall have a metal or rubber blow-off cap to keep the nozzle tip orifice free of cooking grease build-up. 2.0 PRODUCT (Continued) 2.2 Components (Continued) 2.2.7 Distribution Piping: Distribution piping shall be Schedule 40 black iron,chrome-plated,or stainless steel conforming to ASTM A120,A53,or A106. 2.2.8 Detectors:The detectors shall be the fusible link style designed to separate at a specific temperature. 2.2.9 Cartridges:The cartridge shall be a sealed steel pres- sure vessel containing either carbon dioxide or nitro- gen gas.The cartridge seal shall be designed to be punctured by the releasing device supplying the required pressure to expel wet chemical agent from the storage tank. 2.2.10 Agent Distribution Hose:An optional agent distribution hose shall be available for kitchen appliances manu- factured with or resting on casters(wheels/rollers). This shall allow the appliance to be moved for clean- ing purposes without disconnecting the appliance fire suppression protection. Hose assembly shall include a restraining cable kit to limit the appliance movement within the range(length)of the flexible hose. 2.2.11 Flexible Conduit:The manufacturer supplying the Restaurant Fire Suppression System shall offer flexi- ble conduit as an option to rigid EMT conduit for the installation of pull stations and/or mechanical gas valves.The flexible conduit shall be UL Listed and include all approved components for proper installa- tion. 2.2.12 Pull Station Assembly:The Fire Suppression System shall include a remote pull station for manual system actuation.The pull station shall be designed to include a•built-in guard to protect the pull handle.The pull station shall also be designed with a pull handle to allow for three finger operation and shall be red in color for quick visibility. 3.0 IMPLEMENTATION 3.1 Installation 3.1.1 The R-102 fire suppression system shall be designed, installed, inspected,maintained,and recharged in accordance with the manufacturer's listed instruction manual. 3.2 Training 3.2.1 Training shall be conducted by representatives of the manufacturer. I i ►Indicates revised information ANSUL,ANSUL AUTOMAN,and R-102 are trademarks of Tyco Fire Suppression&Building Products or its affiliates. t1 jec www.ansul.com One Fire Suppression Stanton Street Marinette, copyright©2010 &Building Products WI 54143-2542 Form No.F-20040047 r ?. nD V � D MAY - 2 2018 To"OF SOUTH OLD - - . Fire Protection by Compute Design ENCORE FIRE PROTECTIO 110 MURPHY ROAD HARTFORD,'CT .06114 860.246.7.711 .Job Name - 2-SPI-17009 FISHERS ISLAND PRO SI-I0P-2 Drawing ; PRO SHOP Location FISHER'S ISLAND,.NEW YORK Remote Area .: 6 Contrrad 2-SPI-'17009 Data File 2-SP1"-'17009 FISHERS ISLAND PF O Sl,-IOP-,2 Area G.WXF Scott D. a Henderson 2018.01 .30 '00'05- 15:24:52 Computer Programs by Hydratec Inc. Revision:. 50.52.1 } ENCORE FIRE PROTECTION. Page 1 2-SPI-1.7009 FISHERS ISLAND PRO SHOP-2 Date Hydraulic Design Information Sheet . Name - FISHER'S ISLAND Date - 1/23/18 Location FISHER'S ISLAND;, NEW YORK . Building - PRO SHOP. Sys.E.em,NQ. - 6 Contractor - 8NCQRE FIRE PROTECTION Contract. bio. - 2-SPI-17009 Calculated By - JP Drawing No, FP-1' Construction:: (X) Combustible (.• ) �Mo'n=Contbu.st.ible Ce'ling. Height - 91C" Occupancy - ORDINARY HAZARD S (X) NFPA 13 { ) Lt.. Haz. Ord..Haz:Gp. ( ) 1 (x) 2 ( ) 3. (.• ) Ex.Haz. y ( j. NFPA 23.1 ( ) NL-PA 231C ( ) Figure Curve S Other T Specific Ruling Made: By Date E -_.... _ M. Area of Sprinkler Operation - 917 System Typ . Sprinkler/Nozzle Density - 0.20 (X)* We.t. Make RELI13BLE. .D• Area Per Sptirikler - 130 MAX ( ) Dry Model .G5-80 E ElevaEion at Highest Outlet - ( ) Deluge Size 34" S Hose .Allowance - Inside' - ( ) Preaction K-.Factor 8.0 I Rack Sprinkler Allolranee O.ther Temp.Ra.t,.155' G Hose .Allocrance - Outside - �I Note _._................ ........ _......_. __:.__..... Calculation Flow Required - 317,213 Press Required. - 74.509 At Node TEST - Summiary C-Factor Used:'. 120 Overhead 12`0` Underground ?l ,later Flour Test: Pump Data: 'dank or Reservoir:. A. Date of Test - xxxxxxxxxx Cap. - xkxxxxxxxxxx>:x T Time of Test - xxxxxx.xkxx Rated Cap.= 750 Elev.= xxxxxxxxxxxxx.x E Static Press. - {:-xxxxxxxx 21 F,re's.s - 84 R Residual Press - xxxxxxxx:<x Elev. - 0 Well Flora - xxxRXXxxx.: Proof Flow S Elevation - xxxxxxxxxx xxxxx:cxxxxxxxx U P' Location - MECHANICAL .ROOM IN BAS.EMEi1T _ P L Source. of Information _ PUMP INFORMATION Y C CenungdiEy Class Locat:-on 0 Storage Ht'. Area Aisle ,) ?i. Storage ile:h.hod:: Solid Pi'eciP.ai,let.izzci Rack i� �— _... ......_._......—-. _ ( ) S.ingle f:t7?. ( J (onxien. ?a1^Jlet 01'cIgE', i ; .ncap. Slave :'.=�IIYt:. ) .t,, i.::! 5hr.If 1 ... E Harizoni_�1.1. Barriers .I}'l:cv ded: I 1 � i Computer Programs by Hydratec Inc. j eVision: 50.52.1 Water Supply Curve C ENCORE FIRE PROTECTION Page 2 2-SP1-17009 FISHERS ISLAND PRO SHOP-2 Date Pump.Data: Demand: P1 -Pump Chum Pressure 92.4 D1.--.Elevation : 3.824 P2.-Pump Rated Pressure 84 D2-System.Flow :317.213 P2-Pump Rated Flow 750 D2 System Pressure : 74.504 P3 Pump Pressure. a@.Max Flow 54.6 Hose(Demand.). P3-Pump Max Flour 1125 D3-System Demand :317:213 Safety Ma nin : 17:888 15.0 140, 130 P` 120, R 110 E. 100 P1 S.90 __S80 U.70 R,60 E 50: 40 30 20: 10. 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^ 1.85 ) Computer Programs by Hydratec Inc. Revision: 50.52.1 _.... . . ... _.... ..... .._.................._......................................_................._ .... Fittings Used Summary. ENCORE FIRE.PROTEQTION. Page 3 2-SPIA7009 FISHERS ISLAND PRO SHOP-2 Date Fitting Legend Abbrev. Name. 1% 1/11 1% 11/2 2 2% 3 3% 4 .5 6 8 ii) 12 14 - ---- 16 -1.8 20 24 A .Alarm Rel El &E3 .7.7 .21.5 17 27 29: B NFPA 13 Butterfly Valve 0 0 0 Q 0. .6 7 10 0 . 12 9 10, ' 12 :19: 21 0 0 0 0 0. E NFPA 13 90'Standard Eit.-dw 1 2 2: 3 4 .5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VS R Fitting generates a FNed Loss Based on Flow G N.FPA.13.Gate.Valve. 0 0 b 6. 0 1 1 1. 1 :2 :2 3- 4 5 .6 7 8 10 11 n S NFPA 13swing Check 0 0 5 7 9 11 14 16 19 22 27- 32 45 65 65 T NFPA-13.90'Flow thru Tee 34 5 6 8 10 12 15 17 20 26 30 35 50 60 71 81 '91 101 121 V 90 Ell Firelock'#001 .0 .0 0 0 0 3.6 -4.3 5 0 6.8 :8.5 10 13 4.6 51. 0 0 0 0 0 X. 66,teezBranchFirelockM 0 0 0 0 0 8,5 10.8 .13 0 16. 21 25 n 9.$ ii 0 0 0 6 0 Units Summary 'Diameter Units Inches Length Units 'Feel, :Flow:Units :US G61lons per Minute 13r6ssure:Units Pounds per Square.Inch .Note::Fitting Legend provides equivalent pipe lengths for fittings types of various.diameters. Equivalent lengths shown are standard for actual diameters of Sched-40 pipe,and Uactors of 120 except.as rioted with -, The fittings marked with`a*show equivalent*lengths Values supplied by manufacturers based.on specific pipe diarrieters and-CFactors and they,requi.re no adjustment. All values,for fittings riot marked with.a.*will be adjusted in the calculation for CFactors of other,than 120 and diameters other than Sched.40 per NFPA. Computer Programs by Hydrat6c.Inc. Revision: 56.52.1 ........... ....... ... . ..... ... . .. ........ Pressure 7 Flow 8ummary. - STANDARD ENCORE FIRE RE PROTECTION Page 4 2-SPI-17.009.FISHERS IS.L.A.W.PRO SHOP-2 bate Node Elevation K-Fact Pt, PP Flo* Density Mea P.ress. No. Actual Actual Reg. 320 8.83 8 9.53 Ila 24.7 0..2 123.5 7.0 321 9.83 9.68,., na 822. -9.83 11.6 na 323 20.55 na 324 9.83 25.54 na 325 9.5 28,56, na 326 9.6, 21.04- na 327 9.5 t 30.51 na 10 9.5 42.13 na X1 9.5 '57.17 na FCS 9.6 .65.61 na, TOR 95 65.67 na. BOR 73.021 na PUMP 0.0 74.5 na 333 8.83 8 8.18. na 22.88 0.2 108-.5 7.0 334 9.83 8.25. no 335 8..83 8 11.,35 no 33.33 0.2 123.5 7.0 336' .9.83 17,92 na 337 8.83 8 15.69 na 31,68 0.2 123.6 7.0 338 0.83 16A7 na 339 9.83 23.37 na. 340 9.83 .26.86 na, 341 8.81 8 19.67. na 35.48 0.2 123.5 7.0 m 342 9 20,36: na 343. 8.83 8 16:46 ina 32.46 0.2 123.5 7.0 344 9.83 16.99 na 345 9.83 23.56 na, 346 9.83 28.23 na 347- .8.83 8 .20.77 na 36.46 0.2 123.5 7.0 346 9.83 :21..5.3.. no 349 .8.5 .8 7.19 na 21.46 0.2 73.6: 7.0 350 9.5- 7.21 na* 351 9.5 8.47 no 352 9..5 *12.25' na. 353 9.5 16.9 na 354 9.5 42.08 na 355 8.5 8 7.58, no 221.02. 0.2 53.6 7.0 356. 9-5 7.61 na 357 8.5 8 10.84 no 26.35 0.2 53.6 7.0 358 9.5 11.06 na 359 .8.15 8 14.44 na 30.4 0.2 73.61 TO. 360 9.5: -14-85 The maximum velocity is 21.5 and it occurs in the pipe between nodes 353 and 354 1 Computer Progranis by Hydratec Inc. evisiom 50.52.1 Final Calculations- Hazen-Williams - 2007 ENCORE FIRE PROTECTION Page: 5 2-SPI-17009 FISHERS ISLAND PRO SHOP-2Date, Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe `****"* Notes Node2 EIev2 Fact Qt Act Eqv: Ln. Total. Pf/Ft Pf 320 8.83 8.0.0 24.70 1 E' 2.0 1.0.00. 120 9.533 to 0.:0 2.000 4:433 321 9:83 24.7 1.049 0:0 3.000 0.1920 0:576 Vel= 9.17 321 9.83 0.0 1 T S.0 4.4701 1.20 :9.676 to 0.0 5:000: 0.0 322 9.83 24.7 1.049 __ „ 0.0 9.470 0.1.924 1;822 Vel= 9.17 322 9.83 22.88 1 .0.0 14:000: 120 11.49$. to. 0.0 0.0 0.0 _323 9.83 47,58 1.049 0.0 14.000 0.6467 9.054. Vel= 17.66 323 9.83 33.33 1..25 E 3.0 7.980. 120 .20.552 to 0.0 1000: 0.0 324 9'.83 80.91 1.38 0.0 10.980 0.4541 4.986 Vel= 17.36 . 324 9..83 0...0 1,25 T 6.0 0:33,0 '120 25..538 to 0..0 6.000 0.1:AA 43: 325 9.5 80.91 1.38 0.0 6:330 0.4642 2.875 Vel= 11.36 32.5 9.5 0,0 2 0.0 9.340 120 28.556 to 0.0 0.0 Q.0 326 9.5 80.91 2.157 0.0 9:340 0.0516 0.482 Vel= 7.10. 326 9.5 67.16 2 0.0 9.350 1.20 29.038 to 0.0 0.0 0.0 327 9.5 1.48.07 2.157 0.0 9.350. 0,1579 1.476 Vel= 13.00 327 9.5 68.92 2 V 4.307 31.980 120 30.514 to .0.0 4.307 0.0 10 9.500 216.99 2.157 _0.0 36.287 0.3201 11.614 Vel= 19.05 10 9.500 - - 100.22 3 2V 13.44 77.470, 120 42.128 .to 2X 34.943 61.823 3.000 *'Fixed.Loss:=.3 X1 9.500 317.21 .3.26 B 13.44. 139.293 0.0865 12.042 Vel= 12.19 Fs ...............-.- 0.0 X1 9.500 0.0. 3. 3V 20.159 60.000 12Q 57.170 to X 17.471 3.7.630 0.0 FCS^ 9.500 317.21 -3.26 0.0 97.630 -0.0864 8.440 Vel= 12.19_ FCS 9.500 0.0 4 0.0 2:500. 120 65.610 to 0.,0 0,0 0.0 TOR 9.500 317,21 4.26 0.0 2.500 0:0236 0:059 Vel= 7.14 _ __ .....--_.. .............. TOR 9.500 0..0 4. X 21.06.7 6.000 120 65.669 to B 15.8 59:251 5.815 *Fixed Loss= 3 EOR 3 317.2.1 4.26 A 22.384 65,251 0..0235 1.533 Vel= 7.14 .Fsp 0.0 ............_ ........._.. ._:... .... _._._..._.__._ _ - SOR 3 0.0 6 2C 7..544 8.470 120 73.017 to S 40.235 47,779 1.299 PUMP 0 :317 1 1-1 6.357 0.0 56.249 0,0033 --..0..188 !del = 3.21 ., ....._..........--_.._._.__................ ......................................... 0.0 PUMP 317.21 .74:504 K Factor= 36.75 System Demand.Pressure 74:504 Safety,Margin 17.888 Continuation Pressure _ 92-392 333 8.83. 8.00 22:88 1 E 2.0 1.00.0 120 8.180 to 0.0 2.000 =0:433 334 9.83 22.88 1:,049 0.0 3.000 0.1670. 0.501 Vel= 8.49 f Computer Programs 6y Hydratec Inc. Revision: 50.52.1 i ` Final Calculations- Hazen-Williams ENCORE FIRE PROTECTION _ Page 6 2-SPI-17009 FISHERS ISLAND:PRO.SHOP-2 Date Nodef. Elevi K Qa Nom Fitting Pipe CFact Pt to or Ftng:s Pe Notes Node2. Elev2 Fact Qt Act Eqv. Ln. Total PflFt: Pf 334_. 9.83 0.0 1 E 2.0 17.470 120_. 8.248 to 0.0 2..000 0:0 322 9.83 22.88 . 1.049 0.0 19:470 0.1669. 3.250 Vel = 8.4.9 _.. _ ._......._-_�-_ 0.0 322 _ 22,88 11.498 K Factor= 6:75 335 8.83 8.00 .33.33 1 E 2.0 1.000 120 17,354 to 0..0 2.000 -0.433 336 8:83. 33,33 1.049 0.0 3:000 0,3343_ 1.003 Vel= 12.37 336 9.83 0.0 1 T 5.0 2.850 1.20. 17:924 to. 0.0 5.000: 0.0 323 9:83 33.33 1.049 0.0 7.850 0.3348 2.628 Vel= 12.37 0.0 323 33.33 20:552 K Factor= 7.35 337 8.83 8.00 31.68 1 E 2.0. 1..000 120 15:685 to 0.0 2.000 -0,433 338- 9.83 31..68 1.049 0.0 3.000 0.3050 0.915 Vel= 11.76 338. 9.83 0.0 1 T 5.0 18.640: 120 16.167 to 0.0 5.000 0.0 339 9.83 31.68 1.049 0.0 ... 21640_ 0,3048 7.205 Vel= 11.76 339 9.83 35.48 - 1.25 E 3.0 - ^^ 7.830 120 23.372 to0.0 3.000 0-0 340 9.83 67.16 1.38 _0.0 10.830 . 0.3219. 3.486 Vel= 1.4.41 340` 9.83 0.0 1,25 T 6.0 0:330 42b 26.85.8 to 0.0 6.000 0.143 326 9.5 67.16 1.38 0.0 6:330 0.3218: 2.037 Vel = 14.41. 0.0 326 67.16. 29.:038 K Factor= 12.46 341 8.83. 8.00 35.48 1 E 2.0 1..000 120 19.668 to 0.0 2.000 -0:433 342 9.83 15.48 1.049 0.0 3.000 0.3757 1.127 Vel 13..17 342 9.83 0.0 1 T 5.0 3.01.0 120 20,362 to 0.0 5.000 0.0 339. 9.83 35.48 1..049 0.0 8.010 0.3758: 3.010 Vel = 13.17 0.0 339 35.48 23.372 K Factor= 7.:34 343 8.83 8.00 32.46. 1 E 2,0 1.000 120 16.465 to '0.0 2,000 -0;433 3414 9.83 32.46 1.04`7 0.0 3.000 0.31 til 0.956 V 'I = 12.05 344 9.83 0.0 1 , T 5.'0 15.630 120 16.988 to 0.0 5.000 0.0 345 9.83 32.46 '1.019 0.0 20.630 0.3188 6.576 \le! = 12.05 _.....-...........-._.... -...._.....- - 345 9.83 36.46 1.25 E 3.0 10.830 120 23:564 to 0.0 3:000 1 0.0 346 9.83 68.92 1.38 0.0 13.830 0.3377 4..670 Vel= 14.78 346 9.83 0.0 1.25 T 6.0 0.330 120 28.234 to 0.0 6.000 0.143 327 -9.5 68.92 1.38 0.0 . 6.330 0.3376 2..137 Vel= 14.78 i I Computer Programs by Hydratec Inc: Revision: 50.52.1 F Final Calculations -.Hazen-Williams ENCORE FIRE PROTECTION Page 7 y 2-SPI-17009 FISHERS ISLAND PRO SHOP-2 Date Node1 Elev1 K Qa Nom Fitting PipeCFact Pt. to or Ftng's Pe Notes Node2 EIev2 Fact Qt Act EqV.. Ln. Total Pf/Ft Pf 0.0 327 60.92 30.514 K Factor= 12.48 347' 8.83 8.00 36:46 1 E 2.0 1.000 120 20.772 - to i 0.0 2.000 -0.433 348 9.83 36.46 1.049 0.0 3.000 0:3953 1.186 Vel= 13:53 348 9.83 0.0 1. T 5.0 0.160 120 21..525 to 0:0 5.600 0.0 _345 9.83 36.46 1,04.9 .0.0 5.160 0.3952 2.039 Vel = 13..53 0.0 345 36.46 23,564 K.Factor= 7.51 349. 8..6 8.00 21.46 1 E 2:0 1.000 1.20 7..194 to 0.0 2.000 -0..433 350 9.5. 21.46 1.049 .0.0 3.000 0.1483 0:445 Vel= 7.97 350 9„5 0.0 1 E .2.0 6.500 120 7.206 to 0.0 2.000 0.,0 351 9.5 21.4.6 1,049 0.0 8.500 0:1482 1.260 Vel= 7.97 351 - 9.5 22.02 1 0.0 6.920 120 8.466 to 0.0 0.0 0,0 352, 9.5 43.48 1.049 0.0 6.920 0.5473 3.787 Vel= 16.14 - 352 9..5 26.34 1:25. ,2E 6.0 .6.000 120 12.253 to 0.0 6.000 0:0 353. 9.5 69.82 1.38 '0.0 12.000 0.3458 4.150 Vel= 14.98. 353 9.5 30.40 1.25 T 6.0 17.050 120 16.403 to 5E 15.0 21.000 0.0 354 9.5 100.22 1.38 0.0 38.050 0.6149 264679 Vel = 21.50 354 9.5 6.0 3 0.0 4.480 120 42:082 to 0.0 0.0 0:0 10 9.500 10022 3.26 0.0 4.480 0.0103 0.046 Vel_ 3.85 _ 0.0 10 100.22 -� 42.128 K.Factor= 15.44 355 �8.5 8.00 22.02 1 E 2:0 1:000 120 7:577 to 0.0 2.000 0.433 356 9.5 22.02 1.049 0.0 3.000 0.1553 0.466 Vel= 8.,17 356 9:5 0.0 11 T 5.0 0.5.00 120 7.610 to 0.0 5.000 0,0 351 9.5 22.02 1.049 0.0 5.50.0 1 0.1.556 0.856 Vel- 8.:17 rv_ 00 35122.02 8.466 K Factor= 7.57 _.._.._..._._.._ _.._.__._ ..... ......_.... . ..........._._................_._._-._......_..... .._........-.._.. ._._..........--- ,357 8.5 8.00 26.35 -1 E 2.0 1.000 120 10.845 t -0,0 2.000 -0.433 358 9.5 26.35 1.049 0.0 3.000 0.2.'167 0;6,50 Vel a,'78 358 9.5 0.0 1 T 5.0 0.500 120 -11.062 to 0:0 5.000 0.0 352 9.5 26.35. 1.04.9 0.0 5.500 0:2165 1.191 Vel=_9.78 0.0 352 26.35 12.253 K Factor= 7:53 35.9 8.5. 8.00 30.40 1 E 2.0 1.000 120 14.4.37 to 0.0 2.000 -0.433. 360 9.5 30.4 1.049 .0.0 3.000 0.2823 0:8.47 Vel= 11..29 Computer Programs Sy Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams ENCORE FIRE.PROTECTION Page 8 .2-SPI-17009 FISHERS ISLAND PRO SHOP-2 Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to .or or Pe Notes Node2 Elev2 Fact Qt Act Eqv: Ln. Total Pf/Ft Pf 366 9.5 0.0 1 T 5..0 0.500 1.20 14.851 to. 0.0 5.000 0.0 353, 9.5 MA 1.040 0.0 5.500 0..2822 1.552 Vel= 11.29 0.0 353 30.40 16:403 K.Factor= 7.51 i t i Computer Programs by Hydrafec Inc. Revision: 50.52:1 'General Calculation Program Job - 2'-SPI-17009 FISHERS: I.SLAMD PRO SHOP-2 Date, - 61%23/18 File - C:\HES\HydraCALC\Ver50\Data\Jobs\2=SPI-17009 FISHERS ISLAND PRO SHOP=2 Area 6.WXFTiAie - 17 : 10::36 :AREA CALCULATED - HEAD: FLOW SUMMARY Actual :Req, Delta Actual Req. Delta ID K:-Fa'c.tor Flow Floor Flow. Press. Press. Pres.§ 320 8.000. 24 .70 24.70 0.GO. 9..533 Pt 9.533 0'.000 333 8.000 22..88 21.70 1. 1.8 8.180 Pt 7.-.3.58 0'.'822 335 8:.000 33..3.3 .24.70 8. 63. "17.354 Pt 9:533 7.821 337 8.000 .31.68 2.4 .70 (6. 98 15..'685 Pt 9. 533 6:.153 341 8.0.00 35. 4.8. 2.4.70 10.76 19.. 668 Pt 9.5.33 10.13.6 1 343: 8.000.. 32,46 24.70 7.76 16:.'405 Pt 9:533 6.932 :347 8..0.00 36-4.6. 24 .70 11 .76 2'04.772 Pt 9,.5.33 11..240' 34.9 8 .000 21.46 21. 1.7 0..2:9 1., 194 Pt 7 .00:0 0.194 355 8 .000_ 22-02 21.17 0. 85: 7.577 Pt 7.000 0.577- '857 8.000 .26::35 21. 17 5. 18 10.845 Pt 7.000 3.:845 '359. 8'.000 30. 40 21. 17 9.23 14 .437 .Pt 7.000 7..437 Total: K Factors . . . . 11 Total Fixed Flows.. . . 0 Sura Actual Flow. . . . 317 .21 %S unRequired. Flow. 254 . 56 Sum Delta .FloS•t 62.65 Max De'l'ta Flow 11 .76 x n tr7. Py,F?.:'i11 .240 '"t'1 It':1 �`'�i i_.' i:[Ih1 i� ; Y ... .!� _ � _ .... Irl.•.;I'.1.. Start Finish Di ani. Start MorMal P= E1ev/Fiked Flow Vel Point Point Pres. Pres, 3 1 ,1 ~ i , } ' / i Pres. 320 {- 321 I.04� D...533 0.57 -{).433 | 24,7O 9. 17 321 <- 32-2 I,.049 676 I .82I 0..80O . 28'7O 9.. 11 3-22 <- 333 l.:0.4 9. I1.497 9.0S4 0�000, 47.58 0 323 <- 32-4 1.380 20,852 4. 081 a.UO6 ' 80 .91 l7.3:5 � i 224 <- 325 I.380 26.538 2�8-75 Q.l43 | 80 .5.1 17...35 � 325 <- 313.6 2.I57 28:.556 0.483 0,000 � 80.91 7.1O ' , � �26 <- 3�7 2.I67 2 5.O38; 1. 47 6 O.O:Oo � 148,07 13.0.03�7 <- 18 2.l57 3O,5l4 Il. 6I4 &.00 0 i 2l��.99 19.05 ' ` lO 'Xi 3�260, 42^I27 I2.0-42 3.DO0 | 317'.21 I2. 1.9 | x <- EC33.360. :57.170. 8,44�.] 0,000 3I7.2I I2 'I8 | .F CS <- TOR 4.260 65. 618 U.0G9 0.000 � 317 .21 7 . 14 i TOR <- BOR 4.260. 65,669 1.533. 5'8I5 ! 31-7`21 7 . l4 BOR <- P0NIP 6..�357 73,^0I7 Q. 18.8 1^299 ` 3I7'2I 3. 21 | ' System Demaoid 9reoaoze . . . 74 .504 | Safety Marqin . , . . . .. , . . . . . . , , . 17.888 333 <- i 3]4 1, 049 8. 180 0,50I -0.433 | 22,88 8-,49 � 334 <� 322 1,049- 8.248' 3.250 (l.000 22.88 8..-49 ! | 335 <- 338 1.O4� I7.354 I.Q84 -0.433 - ! 33.33 12.37 | �3.6 <- 323 i,048 17,924 2.627 :0.000 . 33`23 12.37 | 237 <- 338 1.049 I5-685 0.9I4 -0.433 � 31'68 11,76 338 <- 339 I.049 16.167 7.20:6 O. QUU 31 . 68 11,76 3.39 <- 340- 1 . 380 23. 37�- 3.486 U.8b0 67'l6 14 �41 340 <- 326 ] . ]a-O 26. 858 2.03t 0.l4 3 (67 4 �4� l �4� 342 <- �39 1.049 2G.362 3.&10 D.00O 35.48 13.17 .343 �- 344.l� I `.0 �� 16...46,51A,966 -0.433 32.46 12.U5. ' 2 | / | ' ^ . � � | i � 344 <L 345 1,04. 9 16.988 6.577 0.000 32.46 12.Q:5 345 <- .3-46 1.380 2.3.56:5 4. 669 0.00.0 68`..92' 14..78. 346 <- 327 1,180. 2*81,234 2 . 1.37 0.143 68-.92. - 14 .78� 341 <� 348 1.049 20..772 1,186 ;0,.433* 36.46 13.54 34-8 <- 34.5 1..049 2-1-525 2.0...39 0.000 36-46 13.5 4 34-5: <-- 350 1.049. T.154 .0. 4:45. -0.4.33. 21:4.6, 1 7'. 97' 350 <- 351 1.040 1.206 1.260 0.1.,000 21.46 7.97 3'51. <- 352 1.049 8'.966. 3.78:8 0:0'00 43.48 16.14 352 <- 353. 1.380 12-253 4 .150 0.000 69.82 14.98 353 <- 354. 1. 380 16.403 2:5. 67:8 0:.000: 100.22: 21.:5.0 354 10. 3...260 42.082 '0 0.4 6 0.000 1.00.22' 3.8.5 355. <- 356. 1.0-49. 7.577 0. 466. -0.433 22.G2 8. 17 35,6 <- 351 1.049 7. 610 0.8-55 0,000 22 .02 8. 17 357 358 1.-049 10. 845- 0. 65.0 -0.433: 26.35 9.78 35.9 3.52. .1.049 11. 062 1 .1.92 0,00.0 26.36 9.78 .3-59 360 .1, 049 '14. 437 0. 8:47 -0.433. 30 .40 11.28 3*60 353 1. 049 14. 851 -1 .55.3 0-000 30.40 -11.28 Total Flow . . . . . . . . . . . 317 .2-13 Pipe with highest -veI'City: 353 - 354 (21.4-97) Mater supply Smunary, '0 Point -P UPM P Tbtal Flow From Water Supply Curve . . . . . . 317,2913 Pressure Froii! -Water Supply Curve 92 . 393 Sy5tern Pressure Remand At. Supi-Ay Curve 74 . 504 May.-gin air. SUPply CUT:V . . . . . . . . . .'1 .88,1; .3 . . . Fire Protection by Computer Design ENCORE FIRE PROTECTION 110 MURPHY ROAD HARTFORD, CT 06114 860.246.7711 Job Name 2-SPI-17009 FISHERS CASUAL DINING CALC Drawing CASUAL DINING Location FISHER'S ISLAND, NEW.YORK Remote Area 7 Contract 2-SPI-17009 Data File 2-SPI-17009 FISHERS CASUAL DINING CALC Area 7.WXF Scott D. a Henderson 2018.01 .30 '00'05- 15:25:17 �Z ., Computer Programs by Hydratec Inc. Revision: 50.52.1 ENCORE FIRE PROTECTION Page 1 2-SPI-17009 FISHERS CASUAL DINING CALC Date Hydraulic Desiqn Information Sheet Name - FISHER'S ISLAND Date - 1/26/18 Location - FISHER'S ISLAND, NEW YORK Building - CASUAL DINING System No. - 7 Contractor - ENCORE FIRE PROTECTION Contract No. - 2-SPI-17009 Calculated By - JP Drawing No. - FP-2 Construction: (X) Combustible , ( ) Non-Combustible Ceiling Height - Occupancy - LIGHT HAZARD S (X) NFPA, 13 (X) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( .) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1122 System Type Sprinkler/Nozzle Density - 0.10 (X) Wet Make RELIABLE D Area Per Sprinkler - 225 MAX ( ) Dry Model G5-56 E Elevation at Highest Outlet - ( ) Deluge Size 1/2" S Hose Allowance - Inside - ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155° G Hose Allowance - Outside - N Note Calculation Flow Required - 321.221 Press Required - 81.401 At Node TEST Summary C-Fa ctor Used: 120 Overhead 120 Underground _W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - xxxxxxxxxx Cap. - xxxxxxxxxxxxxx T Time of Test - xxxxxxxxxx Rated Cap.- 750 Elev.- xxxxxxxxxxxxxx E Static Press - xxxxxxxxxx @ Press - 84 R Residual Press - xxxxxxxxxx Elev. - 0 Well Flow - xxxxxxxxxx Proof Flow S Elevation - xxxxxxxxxx xxxxxxxxxxxxxx U P Location - MECHANICAL ROOM IN BASEMENT P L Source of Information - PUMP INFORMATION Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized o Rack M ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non T A ( ) Mult. Row ( ) Open Shelf 0 C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G E Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Revision: 50.52.1 Water Supply Curve C ENCORE FIRE PROTECTION Page 2 2-SPI-17009 FISHERS CASUAL DINING CALC Date Pump Data: Demand: P1 - Pump Churn Pressure 92.4 D1 -Elevation 14.331 P2-Pump Rated Pressure 84 D2-System Flow : 321.221 P2-Pump Rated Flow 750 D2-System Pressure 81.401 P3-Pump Pressure @ Max Flow 54.6 Hose (Demand) P3-Pump Max Flow 1125 D3-System Demand : 321.221 Safety Margin 10.991 150 140 130 P 120 R 110 E 100 P1 S 90 Pz- D2 S 80 U 70 R 60 E 50 40 30 20 [ ni 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW N^ 1.85) Computer Programs by Hydratec Inc. Revision: 50.52.1 Fittings Used.Summary ENCORE FIRE PROTECTION Page 3 2-SPI-17009 FISHERS CASUAL DINING CALC Date Fitting Legend Abbrev. Name '/z % 1 1%, 1% 2 2% 3 3%: 4 5 6 8 10 12 14 16 18 20 24 A Alarm Rel E1 &E3 7.7 21.5 17 27 29 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 Dge Dry Gem DPV-1 2.2 4.9 8.9 22 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow G. NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13, S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 4.5 5.1 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 .10.8 13 0 16 21 25 33 9.3 11 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a'.show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40.per NFPA. Computer Programs by Hydratec Inc. Revision: 50.52.1 AAAAA A A A AA_A_A A A A AA AAA A A W W W W W W W W W W W W WTW ---I'T1X-';0;0W"'IppW W W W W W W W W W W W W W ZZ N m NN1s --� -+0000000000(O(D(D CD(Dcow w m commmCOO��oCnmpp��mm mmmJJJJJJJJ o o s0(DmJmCnA W NsOCDm V mD(A W N�CDM W V mU(A W Ns0CD 00-4 W CGm Om(7i W NO(D a)al W NCO p_ Cq Z W u N N CD -U n C) 0 ch mCDo � m CO �a N N N N N N W N N N N N N N N.N N W N W W N W N N)N N N W W N N N W W N W W W < m 0 �m CD ODNO(D V m�(DmsW JO10fO0000OfO »NOO(Dd)UI P.W O W(O(OfOCOCONN(DOs�� C71N)AA W N co W CW CW W W IV CJ tV W G7 LJ A.A�N CN�j y J V V N N-+--N IV IV N--�-+0 0 0 0 0 0 MOM O OUB--�-�-�tV N N W L.7 p m D(Di TJJ AAmmm (D -i --.(n CT—s(D(D(D �AAmmmm mmtDNm�A--�CTlCJ1CnmmtO(O m Q � m 00-I bD bD m m m m m m m 0) m C O wO, D Z O CD Z C7 --1 v G) Z n D � n 0 0 w N m J V J m A A A W W N N N N N N N N N N OR ��d)(D fDm--��-��OfD OOVCJWtO CO tO 0o 0o�IVOfO IDmmJJAA�1�1 (ONNwm N�WJ W�I(nAAAWwNN0�C1i V�J c -u. , N Uf W W M V?CnM M ?M(DONmM V mMCAM01 W Q-t? NA-OL(D 0)(n 0*)N N m CII.00 W Cl-4 UlONO-4 6 --•A COV W W m AJ(OJV rnma(JJ--lmm W MM-4M W-4M W V— —NmN(DN WAW V N(OAAMCD—Mm —CYC �C 2 C CL w (D v n > > > > > o > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > � mmrorommrowmmrurorumrommwwrumwmmmmrorummmwmwmrororumdmwromwmmrnsuw � wwwwwdtymmru A X CD C , Tl O fD J f0 CD V O V Q) C7( 01 Cr ? C s N N N tWD f0J7 v W. W N m w LIT N A N O W N p fD O O O O O o O O O O O O O W OPD 9) W .OPD W � CmD O N m D (o m -4 m m -4 N N A O (A W A CD CD J �1 J V -4 V J J V J J J � J N O O O 0 O O O O 0 0 0 O p N Flow Summary - Standard ENCORE FIRE PROTECTION Page 5 2-SPI-17009 FISHERS CASUAL DINING CALC Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 422 26.21 5.6 14.48 na 21.31 0.1 62.5 7.0 423 27.21 14.41 na 424 23.2 18.61 na 425 24.41 5.6 16.93 na 23.04 0.1 59 7.0 426 25.41 16.92 na 427 24.26 5.6 18.31 na 23.96 0.1 59 7.0 428 25.26 18.33 na 429 24.21 5.6 19.25 na 24.57 0.1 55 7.0 430 25.21 19.29 na The maximum velocity is 13.59 and it occurs in the pipe between nodes 419 and 382 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams -2007 ENCORE FIRE PROTECTION Page 6 2-SPI-17009 FISHERS CASUAL DINING CALC Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe '**'"'* Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 370 33.09 5.60 14.82 1 E 2.0 0.500 120 7.000 to 0.0 2.000 -0.433 371 34.09 14.82 1.049 0.0 2.500 0.0748 0.187 Vel = 5.50 371 34.09 0.0 1 E 2.0 9.260 120 6.754 to 0.0 2.000 0.013 372 34.060 14.82 1.049 0.0 11.260 0.0747 0.841 Vel= 5.50 372 34.060 15.24 1 E 2.0 14.150 120 7.608 to 0.0- 2.000 3.421 373 26.16 30.06 1.049 0.0 16.150 0.2766 4.467 Vel = 11.16 373 26.16 21.12 1.25 E 3.0 2.040 120 15.496 to 0.0 3.000 0.308 374 25.45 51.18 1.38 0.0 5.040 0.1944 0.980 Vel = 10.98 374 25.45 0.0 1.25 2E 6.0 4.000 120 16.784 to 0.0 6.000 1.732 375 21.450 51.18 1.38 0.0 10.000 0.1948 1.948 Vel= 10.98 375 21.450 0.0 1.25 T 6.0 5.520 120 20.464 to 0.0 6.000 0.0 376 21.45 51.18 1.38 0.0 11.520 0.1946 2.242 Vel= 10.98 376 21.45 0.0 3 0.0 23.5.10 120 22.706 to 0.0 0.0 0.017 379 21.41 51.18 3.26 0.0 23.510 0.0030 0.070 Vel = 1.97 379 21.41 23.05 3 E 9.408 28.980 120 22.793 to 0.0 9.408 0.030 380 21.34 74.23 3.26 0.0 38.388 0.0059 0.226 Vel= 2.85 380 21.34 36.44 3 0.0 14.490 120 23.049 to 0.0 .0.0 0.013 382 21.31 110.67 3.26 0.0 14.490 0.0124 0.179 Vel= 4.25 382 21.31 36.61 3 E 9.408 - 27.750 120 23.241 to 0.0 9.408 0.022 383 21.26 147.28 3.26 0.0 37.158 0.0209 0.777 Vel = 5.66 383 21.26 23.96 3 0.0 19.110 120 24.040 to 0.0 0.0 0.017 384 21.22 171.24 3.26 0.0 19.110 0.0276 0.528 Vel = 6.58 384 21.22 33.62 3 0.0 3.320 120 24.585 to 0.0 0.0 0.004 385 21.21 204.86 3.26 0.0 3.320 0.0386 0.128 Vel = 7.87 385 21.21 24.57 3 0.0 7.280 120 24.717 to 0.0 0.0 0.009 386 21.19 229.43 3.26 0.0 7.280 0.0475 0.346 Vel = 8.82 386 21.19 91.79 3 V 6.72 1.000 120 25.072 to X 17.471 24.191 0.004 DR9 21.18 321.22 3.26 0.0 25.191 0.0885 2.229 Vel = 12.35 DR9 21.18 0.0 3 0.0 12:000 120 27.305 to 0.0 0.0 4.764 DR8 10.18 321.22 3.26 0.0 '12.000 0.0885 1.062 Vel= 12.35 DR8 10.18 0.0 3 2V 13.44 19.000 120 33.131 to X 17.471 30.911 0.295 TDV2 9.5 321.22 3.26 0.0 49.911 0.0885 4.416 Vel= 12.35 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams ENCORE FIRE PROTECTION Page 7 2-SPI-17009 FISHERS CASUAL DINING CALC Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to- or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf TDV2 9.5 0.0 3 B 13.44 7.500 120 37.842 to Dge 6.585 20.025 3.248 BDV2 2 321.22 3.26 0.0 27.525 0.0885 2.436 Vel = 12.35 BDV2 2 0.0 3 2V 13.44 1.000 120 43.526 to 0.0 13.440 0.0 R6 2 321.22 3.26 0.0 14.440 0.0884' 1.277 Vel = 12.35 R6 2 0.0 3 0.0 7.500 120 44.803 to 0.0 0.0 -3.248 R5 9.5 321.22 3.26 0.0 7.500 0.0885 0.664 Vel = 12.35 R5 9.5 0.0 3 2V 13.44 37.720 120 42.219 to X 17.471, 30.911 0.0 10 9.5 321.22 3.26 0.0 68.631 0.0885 6.072 Vel = 12.35 10 9.5 0.0 3 2V 13.44 77.470 120 48.291 to 2X 34.943 61.823 3.000 **Fixed Loss=3 X1 9.5 321.22 3.26 B 13.44 139.293 0.0885 12.326 Vel = 12.35 Fsp 0.0 X1 9.5 0.0 3 3V 20.159 60.940 120 63.617 to X 17.471 37.630 0.217 FCS 9 321.22 3.26 0.0 98.570 0.0885 8.721 Vel = 12.35 FCS 9 0.0 4 0.0 2.500 120 72.555 to 0.0 0.0 0.0 TOR_ 9 321.22 4.26 0.0 2.500 0.0240 0.060 Vel = 7.23 TOR 9 0.0 4 T 26.334 6.000 120 72.615 to B 15.8 64:518 5.599 **Fixed Loss=3 BOR 3 321.22 4.26 A 22.384 70.518 0.0241 1.696 Vel = 7.23 Fsp 0.0 BOR 3 0.0 6 2G 7.544 8.470 120 79.910 to - S 40.235 47.779 1.299 PUMP 0 321.22 6.357 0.0 56.249 0.0034 0.192 Vel = 3.25 0.0 PUMP 321.22 81.401 K Factor=.35.60 System Demand Pressure 81.401 Safety Margin 10.991 Continuation Pressure 92.392 387 33.06 5.60 15.24 1 E 2.0 0.500 120 7.411 to 0.0 2.000 -0.433 388 34.06 15.24 1.049 0.0 2.500 0.0788 0.197 Vel = 5.66 388 34.06 0.0 1 T 5.0 0.500 120 7.175 to 0.0 5.000 0.0 . 372 34.060 15.24 1.049 0.0 5.500 0.0787 0.433 Vel= 5.66 0:0 372 15.24 7.608 K Factor= 5.53 389 25.16 5.60 21.12 1 E 2.0 0.500 120 14.226 to 0.0 2.000 -0.433 390 26.16 21.12 1.049 0.0 2.500 0.1440 0.360 Vel= 7.84 390 26.16 0.0 1 E 2.0 2.330 120 14.153 to T 5.0 7.000 0.0 - 373 26.16 21.12 1.049 0.0 9.330 0.1439 1.343 Vel= 7.84 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams ENCORE FIRE PROTECTION Page 8 2-SPI-17009 FISHERS CASUAL DINING CALC Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 373 21.12 15.496 K Factor= 5.37 391. 29.24 5.60 15.30 1 E 2.0 0.500 120 7.466 to 0.0 2.000 -0.433 392 30.24 15.3 1.049 0.0 2.500 0.0792 0.198 Vel= 5.68 392 30.24 0.0 , 1 E 2.0 8.280 120 7.231 to 0.0 2.000 0.013 393 30.21 . 15.3 1.049 0.0.- 10.280 0.0793 0.815 Vel= 5.68 393 30.21 15.67 1 3E 6.0 12.290 120 8.059 to 0.0 6.000 3.469 394 22.2 30.97 1.049 0.0 18.290 0.2922 5.345 Vel= 11.50 394 22.2 0.0 1 T 5.0 1.000 - 120 16.873 to 0.0 5.000 0.437 395 21.19 30.97 1.049 0.0 6.000 0.2923 1.754 Vel= 11.50 395 21.19 20.39 1.5 0.0 7.000 120 19.064 to 0.0 0.0 0.0 396 21.19 51.36 1.682 0.0 7.000 0.0747 0.523 Vel= 7.42 396 21.19 19.12 1.5 0.0 6.810 120 19.587 to 0.0 0.0 0.0 397 21.19 70.48 1.682 0.0 6.810 0.1342 0.914 Vel = 10.18 397 21.19 21.31 1.5 T 9.9 10.990 120 20.501 to 0.0 9.900 0.0 386 21.19 91.79 1.682 0.0 20.890 0.2188 4.571 Vel= 13.25 0.0 386 91.79 25.072 K Factor= 18.33 398 29.21 5.60 15.67 1 E 2.0 0.500 120 7.829 to 0.0 2.000 -0.433 399 30.21 15.67 1.049 0.0 2.500 0.0828 0.207 Vel= 5.82 399 30.21 0.0 1 T 5.0 0.500 120 7.603 to 0.0 5.000 0.0 393 30.21 15.67 1.049 0.0 5.500 0.0829 0.456 Vel= 5.82 0.0 393 15.67 8.059 K Factor= 5.52 400 29.75 5.60 16.57 1 E 2.0 0.500 120 8.758 I to 0.0 2.000 -0.433 401 30.75 16.57 1.049 0.0 2.500 0.0920 0.230 Vel= 6.15 401 30.75 0.0 1 E 2.0 9.260 120 8.555 to 0.0 2.000 0.017 402 30.71 16.57 1.049 0.0 11.260 0.0919. 1.035 Vel = 6.15 402 30.71 17.05 1 4E 8.0 18.950 120 9.607 to T 5.0 13.000 4.110 384 21.22 . 33.62 1.049 0.0 31.950 0.3402 10.868 Vel = 12.48 0.0 384 33.62 24.585 K Factor= 6.78 403 29.71 5.60 17.05 1 E 2.0 0.500 120 9.266 to 0.0 2.000 -0.433 404 30.71 17.05 1.049 0.0 2.500 0.0968 0.242 Vel= 6.33 404 30.71 0.0 1 T 5.0 0.500 120 9.075 to 0.0 5.000 0.0 402 30.71 17.05 1.049 0.0 5.500 0.0967 0.532 Vel= 6.33 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations -Hazen-Williams ENCORE FIRE PROTECTION Page 9 . 2-SPI-17009 FISHERS CASUAL DINING CALC Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 402 17.05 9.607 K Factor= 5.50 405 26.21 5.60 20.39 1 E 2.0 0.500 120 13.253 to 0.0 2.000 -0.433 406 27.21 20.39 1.049 0.0 2.500 0.1348 0.337 Vel = 7.57 406 27.21 0.0 1 4E 8.0 8.790 120 13.157 to 0.0 8.000 1.737 407 23.2 20.39 1.049 0.0 16.790 0.1348 2.263 Vel= 7.57 407 23.2 0.0 1 T 5.0 2.000 120 17.157 to 0.0 5.000 0.871 408 21.19 20.39 1.049 0.0 7.000 0.1349 0.944 Vel= 7.57 408 21.19 0.0 1.5 0.0 6.810 120 18.972 to 0.0 0.0 0.0 395 21.19 20.39 1.682 0.0 6.810 0.0135 0.092 Vel= 2.94 0.0 395 20.39 19.064 K Factor= 4.67 409 28.4 5.60 17.42 1 E 2.0 0.500 120 9.675 to 0.0 2.000 -0.433 410 29.4 17.42 1.049 0.0 2.500 0.1008 0.252 Vel = 6.47 410 29.4 0.0 1 4E 8.0 23.830 . 120 9.494 to 0.0 8.000 3.473 411 21.38 17.42 1.049 0.0 31.830 0.1008 3.208 Vel= 6.47 411 21.38 19.02 1 2T 10.0 7.370 120 16.175 to 0.0 10.000 0.017 380 21.34 36.44 1.049 0.0 17.370 0.3948 6.857 Vel= 13.53 0.0 380 36.44 23.049 K Factor= 7.59 4.12 26.38 5.60 19.02 1 E 2.0 0.500 120 11.536 to 0.0 2.000 -0.433 413 27.38 19.02 1.049 0.0 2.500 0.1184 0.296 Vel = 7.06 413 27.38 0.0 1 3E 6.0 12.360 120 11.399 to 0.0 6.000 2.599 411 21.38 19.02 1.049 0.0 18.360 0.1186 2.177 Vel= 7.06 0.0 411 19.02 16.175 K Factor= 4.73 414 29.24 5.60 19.12 1 E 2.0 0.500 120 11.661 to 0.0 2.000 -0.433 415 30.24 19.12 1.049 0.0 2.500 0.1196 0.299 Vel= 7.10 415 30.24 0.0 1 4E 8.0 20.570 120 11.527 to 0.0 8.000 3.482 416 22.2 19.12 1.049 0.0 28.570 0.1198 3.422 Vel = 7.10 416 22.2 0.0 1 T 5.0 1.000 120 18.431 to 0.0 5.000 0.437 396 21.19 19.12 1.049 0.0 6.000 0.1198 0.719 Vel= 7.10 0.0 396 19.12 19.587 K Factor= 4.32 417 28.37 5.60 17.51 1 E 2.0 0.500 120 9.772 to 0.0 2.000 -0.433 418 29.37 17.51 .1.049. 0.0 2.500 0.1020 0.255 Vel= 6.50 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams ENCORE FIRE PROTECTION Page 10 f 2-SPI-17009 FISHERS CASUAL DINING CALC Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 418 29.37 0.0 1 4E 8.0 23.830 120 9.594 to 0.0 8.000 3.473 419 21.35 17.51 1.049 0.0 31.830 0.1017 3.238 Vel= 6.50 419 21.35 19.11 1 2T 10.0 7.370 120 16.305 to 0.0 10.000 0.017 382 21.31 36.62 1.049 0.0 17.370 0.3983 6.919 Vel= 13.59 0.0 382 36.62 23.241 K Factor= 7.60 420 26.35 5.60 19.11 1 E 2.0 0.500 120 11.644 to 0.0 2.000 -0.433 421 27.35 19.11 1.049 0.0 2.500 0.1196 0.299 Vel= 7.09 421 27.35 0.0 1 3E 6.0 12.360 120 11.510 to 0.0 6.000 2.599 419 21.35 19.11 1.049 0.0 18.360 0.1196 2.196 Vel= 7.09 0.0 419 19.11 16.305 K Factor= 4.73 422 26.21 5.60 21.31 1 E 2.0 0.500 120 14.480 to - 0.0 2.000 -0.433 423 27.21 21.31 1.049 0.0 2.500 0.1460 0.365 Vel= 7.91 423 27.21 0.0 1 4E 8.0 8.790 120 14.412 to 0.0 8.000 1.737 424 23.2 21.31 1.049 0.0 16.790 0.1463 2.457 Vel= 7.91 424 23.2 0.0 1 T 5.0 2.000 120 18.606 to 0.0 5.000 0.871 397 21.19 21.31 1.049 0.0 7.000 0.1463 1.024 Vel= 7.91 0.0 397 21.31 20.501 K Factor= 4.71 425 24.41 5.60 23.04 1 E 2.0 0.500 120 16.934 to 0.0 2.000 -0.433 426 25.41 23.04 1.049 0.0 2.500 0.1692 0.423 Vel= 8.55 426 25.41 0.0 1 3E 6.0 13.460 120 16.924 to T 5.0 11.000 1.732 379 21.41 23.04 1.049 0.0 24.460 0.1691 4.137 Vel= 8.55 0.0 379 23.04 22.793 K Factor= 4.83 427 24.26 5.60- 23.96 1 E 2.0 0.500 120 18.308 to 0.0 2.000 -0.433 428 25.26 23.96 1.049 0.0 2.500 0.1820 0.455 Vel= 8.89 428 25.26 0.0 1 3E . 6.0 10.880 120 18.330 to T 5.0 11.000 1.732 383 2.1.26 23.96 1.049 0.0 21.880 0.1818 3.978 Vel= 8.89 0.0 383 23.96 24.040 K Factor= 4.89 429 24.21 5.60 24.57 1 E 2.0 0.500 120 19.251 to 0.0 2.000 -0.433 430 25.21 24.57 1.049 0.0 2.500 0.1904 0.476 Vel= 9.12 430 25.21 0.0 1 2E 4.0 10.380 120 19.294 to - T 5.0 9.000 1.732 385 21.21 24.57 1.049 0.0 19.380 0.1905 3.691 Vel= 9.12 Computer Programs by Hydratec Inc. Revision: 50.52.1 Final Calculations - Hazen-Williams ENCORE FIRE PROTECTION Page 11 2-SPI-17009 FISHERS CASUAL DINING CALC Date Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe '***"*" Notes Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 385 24.57 24.717 K Factor= 4.94 Computer Programs by Hydratec Inc. Revision: 50.52.1 General Calculation Program Job - 2-SPI-17009 FISHERS CASUAL DINING CALC Date - 01/26/18 File - C:\HES\HydraCALC\Ver50\Data\Jobs\2-SPI-17009 FISHERS CASUAL DINING CALC Area 7.WXFTime - 13:36:58 AREA CALCULATED - HEAD FLOW SUMMARY Actual Req. Delta Actual Req: Delta ID K-Factor Flow Flow Flow. Press. Press. Press 370 5. 600 . 14. 82 14. 82 0. 00 7.000 Pt 7.000 0.000 387 5. 600 15.24 14 . 82 0.43 7.411 Pt 7.000 0.411 389 5. 600 21.12 14 .82 6.31 14.226 Pt 7.000 7.226 391 5. 600 15.30 14.82 0.48 7.466 Pt 7.000 0.466 398 5.600 15. 67 14. 82 0.85 7.829 Pt 7.000 0.829 400 5. 600 16.57 14. 82 1.76 8.758 Pt 7.000 1.758 403 5. 600 17.05 14 . 82 2.23 9.266 Pt 7.000 2.266 405 5. 600 20.39 14.82 5.57 13.253 Pt 7.000 6.253 409 5. 600 17. 42 14.82 2. 60 9. 675 Pt 7.000 2 . 675 412 5. 600 19.02 14. 82 4.20 11.536 Pt 7.000 4.536 414 5.600 19.12 14.82 4.31 11. 661 Pt 7.000 4. 661 417 5.600 17.51 14.82 2. 69 9.772 Pt 7.000 2 .772 420 5. 600 19.11 14. 82 4.29 11. 644 Pt 7.000 . 4.644 422 5. 600 21.31 14. 82 6.49 14.480 Pt 7.000 7.480 425 5.600 23. 04 14.82 8.23 16. 934 Pt 7.000 9.934 427 5. 600 23. 96 14.82 9.15 18.308 Pt 7.000 11.308 429 5.600 24.57 14.82 9.75 19.251 Pt 7. 000 12.251 Total K Factors. . . . 17 Total Fixed Flows. . . 0 1 Sum Actual Flow. . . . 321.22 Sum Required Flow. . . 251.88 Sum Delta Flow . . . . 69.35 Max Delta Flow . . . . 9.75 Max Delta Pressure 12.251 AREA CALCULATED - COMPLETE SUMMARY Start Finish Diam. Start Normal Pf Elev/Fixed Flow Vel Point Point Pres. Pres. Pres. 370 <- 371 1.049 7.000 0.187 -0.433 14. 82 5.50 371 <- 372 1.049 6.754 0.841 0. 013 14. 82 5.50 372 <- 373 1.049 7. 608 4.466 3. 421 30. 06 11. 16 373 <- 374 1.380 15.496 0. 981 0.308 51. 18 10. 98 374 <- 375 1.380 16.784 1. 947 1.732 51. 18 10. 98 375 <- 376 1.380 20.464 2.243 0. 000 51. 18. 10. 98 376 <- 379 3.260 22.706 0.070 0.017 51.18 1.97 379 <- 380 3.260 22.793 0.226 0. 030 74.23 2. 85 380 <- 382 3.260 23.049 0.179 0.013 110.67 4.25 382 <- 383 3.260 23.241 0.777 0.022 147 .28 5. 66 383 <- 384 3.260 24. 040 0.528 0.017 171 .24 6.58 384 <- 385 3.260 24.585 0. 128 0.004 204 .86 7.87 385 <- 386 3.260 24.717 0.346 0.009 229.43 8.82 386 <- DR9 3.260 25.072 2.229 0.004 321.22 12.35 DR9 <- DR8 3.260 27.305 1.062 4 .764 321.22 12.35 DR8 <- TDV2 3.260 33. 131 4.416 0.295 321.22 12.35 TDV2 <- BDV2 3.260 37. 842 2.436 3.248 321.22 12 .35 BDV2 <- R6 3.260 43.525 1.278 0.000 321 .22 12.35 R6 <- R5 3.260 44.803 0. 664 -3.248 321.22 12.35 R5 <- 10 3.260 42.219 6.073 0. 000 i i 4 321.22 12.35 10 <- X1 3.260 48.291 12.325 3. 000 321.22 12.35 Xl <- FCS 3.260 63. 617 8.722 0.217 321.22 12.35 FCS <- TOR 4 .260 72.555 0. 060 0. 000 321.22 7.23 TOR <- BOR 4.260 72. 615 1. 696 5.599 321.22 7.23 BOR <- PUMP 6.357 79.910 0.193 1.299 321.22 3.25 System Demand Pressure 81.401 Safety Margin .. . . . . . . . . . . . . . . . 10. 991 387 <- 388 1.049 7 .411 0. 197 -0. 433 15.24 5. 66 388 <- 372 1.049 7.175 0. 433 0.000 15.24 5. 66 389 <- 390 1.049 14.226 0.360 -0. 433 21. 12 7. 84 390 <- 373 1. 049 14.153 1.343 0.000 21. 12 7.84 391 <- 392 1.049 7.466 0. 198 -0.433 15.30 5. 68 392 <- 393 1.049 7.231 0. 815 0.013 15.30 5. 68 393 <- 394 1. 049 8.059 5.345 3.469 30. 97 11.50 394 <- 395 1.049 16.873 1.753 0. 437 30. 97 11.50 395 <- 396 1. 682 19.064 0.523 0.000 51.36 7. 42 396 <- 397 1. 682 19.587 0. 914 0.000 70. 48 10.18 397 <- 386 1. 682 20.501 4.571 0.000 9-1.79 13.25 398 <- 399 1. 049 7.829 0.207 -0.433 15. 67 5.82 399 <- 393 1.049 7. 603 0.456 0. 000 15. 67 5.82 400 <- 401 1.049 8.758 0.230 -0.433 16.57 6.15 401 <- 402 1.049 8.555 1. 035 0.017 16.57 6. 15 402 <- 384 1.049 9. 607 10. 868 4.110 33. 62 12.48 403 <- 404 1. 049 9.266 0.242 -0.433 17. 05 6.33 404 <- 402 1.049 9.075 0.533 0. 000 17. 05 6.33 405 <- 406 1.049 , 13.253 0.337 -0.433 20.39 7.57 3 Z - s t 406 <- 407 1.049 13.157 2.264 1.737 20. 39 7.57 407 <- 408 1.049 17.157 0.944 0. 8.71 20.39 7.57 408 <- 395 1. 682 18.972 0.092 0.000 20.39 2. 94 409 <- 410 1.049 9. 675 0.252 -0.433 17. 42 6. 47 410 <- 411 1.049 9.494 3.208 3.473 17. 42 6.47 411 <- 380 1.049 16.175 6.857 0.017 36. 44 13.53 412 <- 413 1. 049 11.536 0.296 -0. 433 19. 02 7.06 413 <- 411 1.049 11.399 2.177 2.599 19. 02 7. 06 414 <- 415 1.049 11. 661 0.299 -0.433 19. 12 7.10 415 <- 416 1.049 11.527 3.422 3.482 19. 12 7.10 416 . <- 396 1.049 18_.431 0.719 0. 437 19. 12 7 . 10 417 <- 418 1. 049 9.772 0.254 -0. 433 17.51 6.50 418 <- 419 1.049 9.594 3.238 3.473 17.51 6.50 419 <- 382 1.049 16.305 6. 919 . 0.017 36. 62 13.59 420 <- 421 1. 049 11. 644 0.299 -0. 433 19.11 7. 09 421 <- 419 1.049 11.510 2.196 2.599 19. 11 7. 09 422 <- 423 1. 049 14.480 0.366 -0.433 21.31 7. 91 423 <- 424 1.049 14. 412 2.457 1.737 21.31 7. 91 424 <- 397 1.049 18. 606 1. 024 0.871 21.31 7 . 91 425 <- 426 1. 049 16. 934 0.423 -0. 433 23. 04 . 8.55 426 <- 379 1.049 16. 924 4.137 1.732 23.04 8.55 427 <- 428 1. 049 18.308 0.454 -0.433 23. 96 8 . 90 428 <- 383 1.049 18.330 3.978 1.732 23. 96 8 . 90 429 <- 430 1. 049 19.251 0. 476 -0.433 24.57 9. 12 430 <- 385 1.049 19.294 3. 691 1.732 24.57 9.12 Total Flow . . . . . . . . . . . . . . . . . 321.221 4 Pipe with highest velocity: 419 - 382 (13.592) Water Supply Summary @ Point PUMP Total Flow From Water Supply Curve . . . . . . . . 321.221 Pressure From Water Supply Curve . . . . . . . . . 92.392 System Pressure Demand At Supply Curve . . . . . . 81.401 Safety Margin' at Supply Curve. . . . . . . . . 10. 991 5 REVISIONS #I DATE NOTE 1 1/11111 SUBMISSION 2 9113/171 M-SUBMISSION 3 1112OA1 FE-SUBMISSION SITE PLAN 4 01123AB I SUBMISSION NO WALE 19 191- HYDRAULIC DESIGN DATA (WET SYSTEM) AREA OF WORK A.H.J. LOCAL FIRE MARSHAL DESIGN STD. NFPA-13 (2010) PIPE TYPES < MAINS BLACK SCH. 10 BRANCHES BLACK SCH. 40 Will 324 SPRINKLER ORIFICE 8.0 REMOTE AREA-b S11 5Q.FT. AREA LOCATION REMOTE AREA.. 1,1127Y 11 HDS GPM/SQ.FT.DEN51TY OF FLOWING SPRINKLERS F.D.C. LOCATION- s 10 DENSITY -20 G.P.m./sQ.l 25 PSI REMOTE AREA 917 _SQ.FT. < CY DEMAND AT BASE OF RISER FLOW 317.21 G.P.M. 1 ob ,sem PRESSURE 73.017 P.S.I. TWO (2) 14,000 INSIDE HOSE STREAM G.P.M. rxI6TW.CW Rism .9./ GALLON .6 UP TO ATTIC UNDERGROUND DEMAND AT SOURCE CONNECTION ' r, - 1_�_ LOLII PONT DFRAIN A CONCRETE WATER 00 FLOW 317.21 G.P.M. 8-0 CONNECT NEW INSPECTOW TEST STORAGE TANK-BY PRESSURE 74,504 P.S.I. MAIN TO EXISTING; a RISER LOCATION LOCATION FIROM OTHERS SPRINKLER wism ATTIC FIRE OUTSIDE HOSE STREAM G.P.M. UPPER LEVEL VIA AVAILABLE PRESSURE®REWIRED FLOW 4" FIRE PUMP TEST TO WATER TANK PRESSURE 92.393 P.S.I. Al (BY OTHERS) 6' FIRE FROM WATER TANK AVAILABLE PRESSURE OF 92.393 PSI EXCEEDS REQUIRED PRESSURE OF 74.504 PSI. THIS IS A (BY OTHERS) SAFETY MARGIN OF 17.888 PSI OR 19.47 OF SUPPLY "IQ Lwm_� HYDRAULIC DESIGN DATA (DRY SYSTEM) AWW LOCAL FIRE MARSHAL DESIGN STD. NFPA-13 (2010) A.H.J. Mr Dk PIPE TYPES p1. .......... ..................................................................................... ....................................... ........................ MAINS GALVANIZED SCH, 10 V DRY PIPE REMOTE A- 110 11 i 0 In sa FT. BRANCHES GALVANIZED SH. 40 (GEE DETAIL) SPRINKLER ORIFICE _!L�L_K. WATER DATA (PUMP) ITIAN DRAN UP QTY-15 1405 AREA LOCATION REMOTE AREA #4 TO OUTSIDE) 10" :J5 GPM/5a FT.DENSITY TMT OF FLOWING SPRINKLERS 15 IN THIS ROOM (TYP OF 4)- Al, _v P BUrTEPICIALL VALVE 41Uffil-E DENSITY .15 G.P.M./SQ.FT.0 25 PSI PRESS FLOW: 84 PSI/750 GPM UV TA-11-M SLUITCW REMOTE AREA 1371 SQ.FT. 3-DRY PIPE DEMAND AT BASE OF RISER LOCATION OF SOURCE: TO T r=.4 VAL V.0 DETAIL) /A FLOW 277.93 G.P.M 0 'OR PRESSURE 30.618 P.S.I. FIRE PUMP IN STORAGE 017 ................. INSIDE HOSE STREAM G.P.M. FIRE PUMP: MAN PRA. DEMAND AT SOURCE CONNECTION PVF-IN LINE CLOSED COUPLED FIRE PUMP Volume of System IK4 FLOW 277,932 G.P.M. 60 HZ ELECTRIC, 750 M ® 84 PSI �v t 84 : J� X PRESSURE (.679 P.S.I. plametw(in) Volans(gal) Approx Lw(Ft) E F11RNTRF I'IBUTTERBALL VALVE ........ OUTSIDE HOSE STREAM G.P.M. 2 111/TAMPEI 32D2 112 7 1114 SAO WIS AVAILABLE PRESSURE 0 REQUIRED FLOW "s I V2 2.18 2. PRESSURE 91,394 P.S.I. r a 2 1436 . ............ 2112 I REQUIRED PRESSURE OF 59.679 PSI. THIS IS A AVAILABLE PRESSURE OF 92.394 PSI EXCEEDS 250 SAFETY MARGIN OF 32.715 PSI OR 35.4% OF SUPPLY .¢ , O 1 �� , , �4: ''��, m.,o i...p,b..... ...p.b.L <..p,b... ...;y,... -b rmir - J Totel IT9bp VOLUME OF DRY SYSTEM IS 174 U.S. GALLONS • .. .... ......... 1><1........... _UL�5 .......... ....AJ.. ...... a 4 ..................... Lij I V ........ .......... _J E s IVm 415 ♦ UET K L 07( emu DMQUAKE BRACE R57RAINT COM A_ 5�w 5 3 I? PID Fr.015 SW III ATIACII v ta M, .1 E I M 010'M aMP SW Ill WAOW 1�� .-. ..4' UP I r rPONENiS �! "b5- -0 r PHD ROOF OE[X TAIL 01 US1%Off BE USED WIN FFD UL&FV Ll 990111M M 035 LJ Fr.am 911WEL Ffill LINE UP TO LIVING;ROOM OF 4) I/r NOW&MM(0xWvdW"TYP. monjowswWaAww Ilr LRGS(WOOD)Typ. 147 mv VII u ----------- 9M Will ....... ............. Fr.GM Alzl E s4 D E-iYb 1 PHO Fr. ........ .... • LL] z 0 n M SI 569E t' r Kill _FID Fr.CM 0 Ld ...................... U) F- LLJ OR t1C SCH 40 \--4m M ON FIND MkY PW N + + + DIEM 0 I'011 Or SCH 0 PPE 0 ................................................. N ....................... ......... ...... ::Lj PIPE aAkP Fr.0(W 10 31 1*OR W SCH 0 PIPE PHD M 010(2-& 0 4'F.Dr_UP AM- PHD K 015(W&LARGM I'OR IV SCH 40 PFE (If C)L) . ..... of .......... 7-Ld I-z *r E 3 r Fill M 0 \-F.FL of (2.&Lo" I- c�E L'i 0 E 6 1 M 015 W&vasm RG. Of 4,DR111) 0 CO) S_t: 9, I� d- E L. ---- ----------j I? . ��:W�: 0;0(r 1.0" �'E fit' 14 - -I? .- n - .. ..�. =1 5 3 PFD ........... .............. .....................:�. .................................. A I Lj tm 0 1211111111W ova um alimm UWMLMWJ4 W LMM ITIMIMEW 111IMM ISIM EWUM Ld 1- 0 000 LJ Li .......... z ................. pnowi.mma) 0 UJ 0 OzWo _ � i........................................................... 0 �P__ ------------ ------- L U)<Li Q_ SEISMIC DETAILS TWO .0 WO zo WE j W 0 0I (NO SCALE) >_ of L jqc-3-(, (if[if z o-Ir 25 p-0 LIU IL 9�-f, 411 o 0-W LIU "HERS, LEGEND 0 ...... ......... . ..... E E 3 R b ........ (ri 5< WEL 6. 8H zW ';r>-C DO ALL 6PRIN�HEADS GALL BE CENTER OF 4, 0 Il IF NOT SHOUIN THEY WILL BE COORDNATED Co CW)-'. L_j i >- UJ DO�i i GWB/AT= HEIGHT TO CEILING AFF .,-n0OR=N� =::-j, OUT N 11-112 HELD. :L r-1 19i N, E S-6 I 1" ARMOVER 1" ARMOVER 6*FIRE PUMP TEST FIRE PUIP ......... ......:::..:.::::.:::•.::- .................................... N STATION (TYPICAL FOR ENTIRE Jon) Gait IZ-) 0 17M,I L CONTROLLER MAN DPAIN TO FLOOR HEIGHT TO CENTER UNE OF PIPE AFF 0 L,-j Z<W, OUT TO WATER of W Ld<- c) STORAGE TANKS-BY DRAIN 0 <Z Of _j W Ld X C) SEE DETAIL) v M L'I LLJ L-1 - r 0 B'FIRE OTHERS 4 WAY SWAY BRACE O_ 0 IN FROM ---- E 5-6 1 s-r,I E s r, LLJ _j 41 _zzo L) z WATER STORAGE < Z ILI A-1 Lj .5 LONGITUDINAL SWAY BRACE CE W, 0<Il - TANKS-BY OTHERS E tI I'DROP 1" DROP "tK1440 MAIN OR MAIN OR Z Z LLJ 0 - -b-.X 0 -- 5-41S LATERAL SWAY BRACE C-)>,s 0 W., JOCKEY PUMP LOCATION BRANCH LINE BRANCH LINE LU 0 bj-00zz 0 0 _J 0 of<U_ 0 EXISTING SPRINKLER PIPE z z 0 0,_j cr x x>_z F= CEILING -CEILING- §-Ma-<WM'M0< A- < IL F:Q NEW SPRINKLER PIPE SEMI-RECESSED V)V) I-Z of 0 0 Z U-)7:V) JOCKEY PUMP 4"FDG.P-1;--Nd.. ...... 0 Z CONTROLLER CONCEALED Z):D 0�i c)LU Uj Lj 84 PSI PIPE PUMP HYDRAULIC NODE n:;� L.__'�I` a. VEIRTICAL 0 SPRINKLER SPRINKLER Of of u)P 0< 0 0_'M 6'TEST WEADER Fooz Li Z 0�x Dr-01 0 To PUMP RETURN BEND DETAILRETURN BEND DETAIL u-I-Of<a 0 o-a-u 4-MT (NO SCALE) (NO SCALE) SEAL (SEE DETAIL) BASEMENT LAYOUT FIRE PROTECTION , SPRINKLER TO BE 12" SCALE: 1/8"=V-0IN THE CENTER OF BOTTOM OF DECK --- Scott D. ,USO 2'x2' CEILING TILE OR QUARTER POINT OF SPRINKLER HEAD SCHEDULE: 2'x4' CEILING TILE MAX Henderson =0 -10 (1/2",K=5.6) RELIABLE Q.R. i&r,- G5-56 CONCEALED PENDENT W1 BEN MOORE WHITE DOVE 011 COVER PLATE S CD 2r m r wvty m 2_018.01 .30 a) 2.r w r mmom mwx"a/mm T__ @ 30 (1/2"X=5.6) RELIABLE ap- nFR-56 BRASS UPRIGHTS SCORE 4�jWr 6)MAIN OR LINE 15:18:55 -3 (11"Xz5b) RELIABLE Q.R. 165- DRY G5-56 CONCEALED PENDENT LU/BEN MOORE WHITE r)ovr= or--ii covEp, PLATE rmm RM WAN CD " -MUC 13 (3/4"X-8.0) RELl O.R. 155- G5-80 CONCEALE:) PENDENT LU/ 5ENJAMIN MOORE FLAT WHITE DOVE Or--Il COVER PLATE UNOBSTRUCTED CONST. '00'05- UPRIGHT DETAIL CENTER OF TIL 2 RELIABLE Q.R. 155- F3QR5(. DRY CHROME PENDENT W1 CHROME Esc. (NO SCALE) (NO SCALE) C:) -14 (11/2",K=5.6) RELIABLE Q.F- 155- BRASS UPRIGHT UJI WIRE GUARD SPRINKLER FLOOR CONTROL STATION DETAIL(TYP.) (D S 0 00 L, r 1 0/2"X=5.6) RELIABLE Q.P- sr,- F-BaRE,& DRY CHROME Hew wl CHROME ESC. 2 1:__ LU GENERAL NOTES: N = < 'N LL 1. SYSTEM INSTALLATION TO CONFORM TO NFPA-13 2010 EDITION. > T 2. OWNER IS REQUIRED TO PROVIDE HEAT THROUGHOUT THE ENTIRE BUILDING TO MAINTAIN MINIMUM 04 TEMPERATURE OF 40 DEGREES FAHRENHEIT FOR ALL AREAS PROTECTED WITH A WET PIPE SPRINKLER !E3' T SYSTEM. THE SYSTEM IS TO BE MAINTAINED BY THE OWNER AS REQUIRED BY NFPA-25. 0, 3. MAIN PIPING 2" AND LARGER SHALL BE BLACK SCHEDULE 10 WITH GROOVED ENDS AND SHOP WELDED O C-) OUTLETS OR FIELD INSTALLED MECHANICAL TEES. BRANCHILINE PIPING IN TREE AND GRID SYSTEMS SHALL BE _j EITHER BLACK SCHEDULE 10 w/GROOVED FITTINGS AND SHOP WELDED OUTLETS OR MECHANICAL TEES OR SCHEDULE 40 BLACK STEEL w/T HREADED ENDS AND BCI FITTINGS AS NOTED ON DRAWINGS. DRY PIPING 2" AND LARGER SHALL BE GALVANIZED SCHEDULE 10 WITH GROOVED ENDS AND SHOP WELDED OUTLETS OR FIELD INSTALLED MECHANICAL TEES. BRANCH LINE PIPING IN TREE SYSTEMS SHALL BE TO AITIC,D5%W AND CA40PY GALVANIZED SCHEDULE 10 W/ GROOVED FITTINGS AND SHOP WELDED OUTLETS OR MECHANICAL TEES OR MUILDW. I'PIPING FROM SCHEDULE 40 BLACK STEEL W/ THREADED ENDS AND BC1 FITTINGS. STFIUCTUFRE REMOTE PART OF 3 MAIN R15EfR DETAIL tHESYSTEM. 4. ALL EXISTING PIPING AND FITTINGS IN THE EXISTING BUILDING TO REMAIN. ANY MODIFICATIONS TO THE PROM OFIR04CLER em EXISTING WILL BE SHOWN ON I DRAWINGS. SYSTEM RANCH PITCH 5. PIPING IS TO BE SUPPORTED AS REQUIRED BY NFPA-13. HANGERS ARE TO BE FIELD LOCATED TO >_ NO SCALE PIPING _01U56 RL"ram AIRCO'KM BEST SUPPORT THE PIPE. MMCTOR'S TEST VALVE (9 BELOW FOR SM) 6. ALL MAIN PIPING TO BE PROVIDED WITH SEISMIC RESTRAINT "SWAY BRACING" AS PER NFPA-13 IN PWADILY ACCESSIBLE LOCATION REQUIREMENTS. PROVIDE PROPER SV*L43E AS I*TEST VALVE. 11 Ili FRED 15Y CODE,6 ACCESSI LE FREGIUI I&AA&E 64ALL IN IN AN 3'OR ll DW FFE VALVE 06 VISIBLE 11110 NEED1143,CEILING. 9 twTocafW5 7. STRUCTURAL LOAD BEARING ANALYSIS IS NOT INCLUDED WITHIN THE SCOPE OF THE SPRINKLER FRSIOVAL EXTERIOR LOCAT10N UAALL REMOVABLE W ACaLEIRATOR 0 INSTALLATION. NIPPLE DRY PFE VALVE I EXTERIOR WALL El S. WORK IS LIMITED TO SPRINKLER SCOPE INDICATED ON THIS DRAWING. Liu II 3'CONE W/30'DPO ALARM 3'-,I)NE W/30 ORG. 9. ELECTRICAL WIRING INCLUDING POWER WIRING OF ELECTRIC BELLS, AND/OR ANY EQUIPMENT Ll f 12'RII- CONNECTIONS-WIRING, AND MONITORING BY CENTRAL STATION IS NOT INCLUDED WITHIN THE SPRINKLER UNION SMI6 y SEALED SLEEVE 3'OR 4'13l VALVE SCOPE. J j 45*GALVANIZEDll 11 77 SMOOTH 1"PIPING STEEL ELE30W SLAB C4OF"q06I0N PBSISTANT SYSTEM NOTES: \-TOP SLAB REGULAR CONCIFIETE SMOOTH BORE CORROSION FEGuLAn CONCRETE CUTLET GIVING;A FLOLU FINISHED RESITANT OUTLET GIVING EQUIVALENT TO ONE FLOOR 10 FLOW EQUIVALENT TO ONE II II II SPRINKLER BOTTOM SLAS+W&Ls 10. BUILDING CONSTRUCTION IS NON-COMBUSTIBLE IN BASEMENT AND COMBUSTIBLE IN THE ATT 45'ELL SPRINKLER. IC SPACE. +WALLS LKV-rr WEK*fr CONCRETE 7-F ++K" 3'OR6'FEDMAN BUILDING OCCUPANCY IS LIGHT HAZARD AND ORDINARY HAZARD (STORAGE, MECHANICAL ROOM) PER 7'-4' I.IxID 1.zy'L CONCRETE LIGHT WEIGH11'C9� UQUIL,)EVE!. NFP-13.I4,1W GAL NOTE,NOT LESS THAN 4FT OF EXPOSED PIPE IN WARM IWOM SPLASH BLOCK BEYOND VALVE 1340;&PIPE EXTENDS THROUGH WALL To OUTSIDE. 14,00,,'GAL -0 I'll, 0-I T_" T GRADE VOLUME OF DRY SYSTEM DRY PIPE VALVE WITH ACCELERATOR-1020 GALLONS-GENERAL OL615100AC 11. THE SYSTEM IS DESIGNED PER NFPA-13 2010 EDITION. PIPE SIZING IS BASED ON HYDRAULIC /BOTTOM LOW POINT DRAIN/ INSPECTOR'S TEST DETAIL DRY PIPE VALVE-2=203 GALLON5-GENERAL OL25033AC CALCULATIONS OF REMOTE AREA 1 (ATTIC) = 2609 SO FT w/ 0.10 DENSITY BASED ON 120 SO Fr MAX D ....... DRY PIPE INSPEC:TOR'S TEST CONNECTION DIAGRAM PER HEAD WITH 33 HEADS FLOWING. AREA-2 (KITCHEN) = 1065 SO Fr w/ 0.15 DENSITY BASED ON 130 NOD � DRY PIPE VALVE-3=114 GALLONS-GENERAL OL25033AC (a)a TON LIFTFIRS NO SCALE DRAWN BY: JF (8)8 TON jr lm!L�T / SO Fr MAX PER HEAD WITH 12 HEADS FLOWING. Al (OFFICES) = 1007 SO FT w/ 0.10 DENSITY L DRY SYSTEM RISER DET,41L BASED ON 225 SO Fr MAX PER HEAD WITH 18 HEADS FLOWING. AREA-4 (EXISTING STORAGE BASEMENT) CHECKED BY: VT 01 LONG 9 M�9.4 ZL J NO SCALE 9.FRO4 WAIA1N LOURJ N 1371 SO Fr w/ 0.15 DENSITY BASED ON 130 SO FT MAX PER HEAD WITH 15 HEADS FLOWING. AREA-5 SCALE: -0. 2 2018 WATER TANK DETAIL WATER TANK DETAIL (CANOPY) = 1977 SO FT w/ 0.10 DENSITY BASED ON. 120 SO FT MAX PER HEAD WITH 19 HEADS DATE: M AY NO SCALE-BY OTHERS NO SCALE-BY OTHERS FLOWING. Al (PRO SHOP) = 917 SO Fr w/ 0.20 DENSITY BASED ON 130 SQ FT MAX PER HEAD 01123118 WITH 11 HEADS FLOWING. SHEET III OF 3 rUmDjN(;DMIT. 12. REDUCTION IN REMOTE AREA 3 PERMITTED AS OUTLINED IN NFPA-13 11.2.3.2.3.1 WHEN ALL OF THE JOB J: FOLLOWING CONDITIONS ARE SATISFIED: 1) WET PIPE SYSTEM 2) LIGHT OR ORDINARY HAZARD OCCUPANCY TOWri OF SOUT"OL' 3) 20 Fr MAX CEILING HEIGHTS. 13. DROPS TO SPRINKLER HEADS IN CEILINGS SHALL BE CENTER OF TILE. REFER TO DETAIL. 2 =5F1 = 11009 ALLST-1 OR 10- coRva CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 11/10/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF IN FORMATION.ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER 860-793-9601 c0 TACT Associated Insurance Services Associated Insurance Services PHONE 860-793-9601 FAX 106 West Main Street (A/C,No,Ext): AIC,No:860-747-3580 P.O.Box 630 Plainville,CT 06062-0630 ED IL Associated Insurance Services INSURERS AFFORDING COVERAGE NAIC# INSURER A:Peerless Insurance Company 24198 ll Ste ire roples,LLC INSURED All State Fire Equipment,Inc& INSURER B:Arch Insurance Company 11150 AtaFPert 70 Robert Jackson Way INSURER C: Plainville,CT 06062 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRTYPE OF INSURANCE DDL UBR POLICY EFF POLICY EXP POLICY NUMBERwinnPALIMITS B X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000.000 CLAIMS-MADE [X]OCCUR MFGLO6549612 11/26/2017 11/26/2018 DAMAGE TO RENTED $ 100,000 PREM15ES(Ea occurrence)X Errors&-Omission MED EXP(Any oneperson) 51000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 4000,000 POLICY JECT LOC PRODUCTS-COMP/OP AGG 21000,000 OTHER: A AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 1,000,000 X ANY AUTO BAS56851930 11126/2017 11/26/2018 (Ea'co nt) $ Per arson OWNED SCHEDULED BODILY AUTOS ONLY AUTOS BODILY INJURY Per accident H RED NON-OWNEp A TOS ONLY AUTOS ONLY PROPERTY Peraccident AMAGE B X UMBRELLA LU1B OCCUR EACH OCCURRENCE $ 4,000,000 EXCESS LIAB CLAIMS-MADE MFUM06498212 11/26/2017 11/26/2018 AGGREGATE 41000,000 DED I RETENTION$ A WORKERS COMPENSATION SER EOR 1,000,LIABILITY U ' ANY PROPRIETORIPARTNER/EXECUTIVE YIN XWS56851930 11/26/2017 11/26/2016 E.L.EACH ACCIDENT 1,000,000 FFICERIMEMR EXCLUDEDA N/A Mandatory In and E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE �2 ` ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD '`� �® CERTIFICATE OF LIABILITY INSURANCE Ds�29�20 6Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(les) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Scott Dearden NAME: THE ROWLEY AGENCY INC. PHONE x (603)224-2562 acNc:(603)224-8012 45 Constitution Avenue ADDRESS:sdearden@rowleyagency.com P.O. BOX 511 INSURERS AFFORDING COVERAGE NAIC ff Concord NH 03302-0511 INSURERA:Continental Western Insurance INSURED INSURER B Acadia Insurance Company 31325 C.E. Floyd Company, Inc. INSURER C: 135 South Road INSURER D: / INSURER E Bedford MA 01730-2307 INSURER F: COVERAGES CERTIFICATE NUMBER:2016-2017 All Lines REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DD MM/DD LIMITS X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE $ A CLAIMS-MADE _ OCCUR DAMAGE TO RENTED 250,000 PREMISES Ea occurrence $ X CG0001 CPA010847122 3/24/2016 3/24/2017 MED EXP(Any one person) $ 5,000 PERSONALBADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident X ANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED AUTOS AUTOS MAA010847222 3/24/2016 3/29/2017 BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE X HIRED AUTOS X AUTOS Per.accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 10,000,000 B EXCESS LIAB CLAIMS-MADE AGGREGATE $ 10,000,000 DED I X I RETENTION 0 CUA010847522 3/24/2016 3/24/2017 $ WORKERS COMPENSATION 3A States: MA,RI,CT,NH, NY X PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I I ER ANY PROPRIETOR/PARTNER/EXEC..NE N/A E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMB (Mandatory In H)EXCLUDED? WCA028942717 3/24/2016 3/24/2017 E.L.DISEASE-EA EMPLOYE $ 1,000,000 (Mandatary In NH) If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 1,000,000 A Installation Floater CPA010847122 3/24/2016 3/24/2017 $1,000 Deductible $250,000 Leased/Rented Equipment $1,000 Deductible $250,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Covering operations of the named insured throughout the policy period. Fishers Island Golf Club is included as an additional insured on all liability policies except workers comp when required by written contract with the named insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Fishers Island Golf Club THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 20449 E. Main Road ACCORDANCE WITH THE POLICY PROVISIONS. Fishers Island, NY 06390 AUTHORIZED REPRESENTATIVE Scott Dearden/SD �� f✓�_ � ,Pij ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD INS025(9014n1i COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: 1502-Fishers Island-R1 Location: Southold,New York Climate Zone: 4a Project Type: New Construction Vertical Glazing/Wall Area: 21% Construction Site: Owner/Agent: Designer/Contractor: 20449 E. Main Rd. Fishers Island Development Mark Finlay Fishers Island, New York 06390 Corporation Mark P. Finlay Architects P.O. Drawer E 96 Old Post Rd. Fishers Island, New York 06390 Southport,Connecticut 06890 631-788-7251 2032542388 Building Area Floor Area 1-Dining: Family: Nonresidential 22159 2-Office:Nonresidential 1264 3-Warehouse: Nonresidential 4860 4-Retail: Nonresidential 1638 Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R Value R Value U-Factor Factori.) Perimeter Floor-Dining:Wood-Framed,[Bldg.Use 1-Dining:Family] 4688 21.0 0.0 0.046 0.033 Ceiling-Dining:Wood-Framed,[Bldg.Use 1-Dining:Family] 12730 38.0 0.0 0.026 0.033 Ceiling-Office:Wood-Framed,[Bldg.Use 2-Office] 1522 38.0 0.0 0.026 0.033 Casual Dining Roof:Attic Roof,Wood Joists,[Bldg.Use 1-Dining: 1480 38.0 0.0 0.027 0.027 Family] Dining Room'A'Roof,Attic Roof,Wood Joists,[Bldg.Use 1-Dining: 2182 38.0 0.0 0.027 0.027 Family] NORTH 1st Flr-Dining Walls:Wood-Framed,16in.o.c.,[Bldg.Use 1-Dining: 2226 21.0 0.0 0.062 0.064 Family] Door:,Perf.Specs.:Product ID Wood Entry,SHGC 0.21,[Bldg.Use 1- 705 — — 0.320 0.770 Dining:Family](b) Door:Insulated Metal,Swinging,[Bldg.Use 1-Dining:Family] 24 — — 0.600 0.610 Window:Wood Frame,Perf.Specs.:Product ID Clad Wood Window, 104 — — 0.340 0.450 SHGC 0.27,[Bldg.Use 1 -Dining:Family](b) Door:Wood,Swinging,[Bldg.Use 1 -Dining:Family] 29 — — 0.410 0.610 1st Fir-Office Walls:Wood-Framed-16in.o.c.,[Bldg.Use 2-Office] 108 21.0 0.0 0.062 0.064 Window:Wood Frame,Perf.Specs.:Product ID Clad Wood Window, 14 — — 0.340 0.450 SHGC 0.27,[Bldg.Use 2-Office](b) 2nd Fir-Dining Walls:Wood-Framed,16in.o.c.,[Bldg.Use 1-Dining: 603 21.0 0.0 0.062 0.064 Family] Project Title: 1502-Fishers Island-RI Report date: 02/17/17 Data filename: Page 1 of 113 - Assembly Gross Area Cavity Cont. Proposed Budget U- or R Value R Value U-Factor Factorw Perimeter Window:Wood Frame,Perf.Specs.:Product ID Clad Wood Window, 77 - - 0.340 0.450 SHGC 0.27,[Bldg.Use 1 -Dining:Family](b) Basement-Dining:Concrete Block,12in.,Solid Grouted,Normal 1947 21.0 10.0 0.036 0.108 Density,Furring:Wood,Wall Ht 11.9,Depth B.G.10.9,[Bldg.Use 1- Dining:Family] Basement-Warehouse:Concrete Block, 12in.,Solid Grouted,Normal 70 - 10.0 0.084 0.108 Density,Furring:None,Wall Ht 11.9,Depth B.G.10.9,[Bldg.Use 3- Warehouse] Basement-Sales:Concrete Block,12in.,Solid Grouted,Normal Density, 340 21.0 10.0 0.036 0.108 Furring:Wood,Wall Ht 11.9,Depth B.G.10.9,[Bldg.Use 4-Retail] EAST 1st Fir-Dining Walls:Wood-Framed,16in.o.c.,[Bldg.Use 1-Dining: 1511 21.0 0.0 0.062 0.064 Family] Door:Insulated Metal,Swinging,[Bldg.Use 1-Dining:Family] 72 - - 0.600 0.610 Window:Wood Frame,Perf.Specs.:Product ID Clad Wood Window, 93 - - 0.340 0.450 SHGC 0.27,[Bldg.Use 1 -Dining:Family](b) 1st FIr--Office Walls:Wood-Framed,16in.ox.,[Bldg.Use 2-Office] 288 21.0 0.0 0.062 0.064 Door:,Perf.Specs.:Product ID Wood Entry,SHGC 0.21,[Bldg.Use 2- 28 - - 0.320 0.770 Office](b) Window:Wood Frame,Perf.Specs.:Product ID Clad Wood Window, 21 - - 0.340 0.450 SHGC 0.27,[Bldg.Use 2-Office](b) 2nd Fir-Dining Walls:Wood-Framed,16in.o.c.,[Bldg.Use 1-Dining: 150 21.0 0.0 0.062 0.064 Family] Ext.Wall-Retail:Wood-Framed,16in.o.c.,[Bldg.Use 4-Retail] 590 21.0 0.0 0.062 0.064 Door:,Perf.Specs.:Product ID Wood Entry,SHGC 0.21,[Bldg.Use 4- 122 - - 0.320 0.770 Retail](b) Window:Wood Frame,Perf.Specs.:Product ID Clad Wood Window, 74 - - 0.340 0.450 SHGC 0.27,[Bldg.Use 4-Retail](b) Basement-Dining:Concrete Block,12in.,Solid Grouted,Normal 690 21.0 10.0 0.036 0.108 Density,Furring:Wood,Wall Ht 11.9,Depth B.G.10.9,[Bldg.Use 1 - Dining:Family] Basement-Warehouse:Concrete Block,12in.,Solid Grouted,Normal 805 - 10.0 0.084 0.108 Density,Furring:None,Wall Ht 11.9,Depth B.G.10.9,[Bldg.Use 3- Warehouse] SOUTH 1st Fir-Dining Walls:Wood-Framed,16in.o.c.,[Bldg.Use 1-Dining: 1950 21.0 0.0 0.062 0.064 Family] Door,Perf.Specs.:Product ID Wood Entry,SHGC 0.21,[Bldg.Use 1- 385 - - 0.320 0.770 Dining:Family](b) Door:Wood,Swinging,[Bldg.Use 1-Dining:Family] 26 - - 0.410 0.610 Window:Wood Frame,Perf.Specs.:Product ID Clad Wood Window, 252 - - 0.340 0.450 SHGC 0.27,[Bldg.Use 1 -Dining:Family](b) 1st FIr--Office Walls:Wood-Framed,16in.o.c.,[Bldg.Use 2-Office] 432 21.0 0.0 0.062 0.064 Window:Wood Frame,Pert.Specs.:Product ID Clad Wood Window, 62 - - 0.340 0.450 SHGC 0.27,[Bldg.Use 2-Office](b) 2nd Fir-Dining Walls:Wood-Framed,16in.o.c.,[Bldg.Use 1-Dining: 705 21.0 0.0 0.062 0.064 Family] Window:Wood Frame,Perf.Specs.:Product ID Clad Wood Window, 69 - - 0.340 0.450 SHGC 0.27,[Bldg.Use 1 -Dining:Family](b) Basement-Dining:Concrete Block,12in.,Solid Grouted,Normal 668 21.0 10.0 0.036 0.108 Density,Furring:Wood,Wall Ht 11.9,Depth B.G.10.9,[Bldg.Use 1 - Dining:Family] Basement-Warehouse:Concrete Block, 12in.,Solid Grouted,Normal 1801 10.0 0.084 0.108 Density,Furring:None,Wall Ht 11.9,Depth B.G.10.9,[Bldg.Use 3- Warehouse] Basement-Sales:Concrete Block,12in.,Solid Grouted,Normal Density, 405 21.0 10.0 0.036 0.108 Furring:Wood,Wall Ht 11.9,Depth B.G.10.9,[Bldg.Use 4-Retail] WEST Project Title: 1502-Fishers Island-111 Report date: 02/17/17 Data filename: Page 2 of 18 Assembly Gross Area Cavity Cont. Proposed Budget U- or R Value R Value U-Factor Factorw Perimeter 1st Fir-Dining Walls:Wood-Framed,16in.o.c.,[Bldg.Use 1-Dining: 1703 21.0 0.0 0.062 0.064 Family] Door:,Perf.Specs.:Product ID Wood Entry,SHGC 0.21,[Bldg.Use 1- 249 — — 0.320 0.770 Dining:Family](b) Door:Wood,Swinging,[Bldg.Use 1 -Dining:Family] 29 — — 0.410 0.610 Door:Insulated Metal,Swinging,[Bldg.Use 1-Dining:Family] _ 24 — — 0.600 0.610 Window:Wood Frame,Perf.Specs.:Product ID Clad Wood Window, 196 — = 0.340 0.450 SHGC 0.27,[Bldg.Use 1 -Dining:Family](b) 1st Fir-Office Walls:Wood-Framed,16in.o.c.,[Bldg.Use 2-Office] 432 21.0 0.0 0.062 0.064 Window:Wood Frame,Perf.Specs.:Product ID Clad Wood Window, 88 — — 0.340 0.450 SHGC 0.27,[Bldg.Use 2-Office](b) 2nd Fir-Dining Walls:Wood-Framed,16in.o.c.,[Bldg.Use 1-Dining: 705 21.0 _ 0.0 0.062 0.064 Family] Basement-Dining:Concrete Block,12in.,Solid Grouted,Normal 670 21.0 10.0 0.036 0.108 Density,Furring:Wood,Wall Ht 11.9,Depth B.G.10.9,[Bldg.Use 1 - Dining:Family] Basement-Warehouse:Concrete Block,12in.,Solid Grouted,Normal 572 — 10.0 0.084 0.108 Density,Furring:None,Wall Ht 11.9,Depth B.G.10.9,[Bldg.Use 3- Warehouse] Basement-Sales:Concrete Block,12in.,Solid Grouted,Normal Density, 611 21.0 10.0 0.036 0.108 Furring:Wood,Wall 1-11 11.9,Depth B.G.10.9,[Bldg..Use 4-Retail] (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation: Envelope PASSES: Design 82% better than code Envelope Compliance Statement Compliance Statement: The proposed envelope design represented int ' docume . consistent with the building plans, specifications,and other calculations submitted with this ermit appli tion.The propo d envelope'systems have been designed to meet the 2015 IECC requirements in COMche rs' OMC ckW t comply with any applicable mandatory requirements listed in the Inspection Checklis OS�Ef tJGLrC�I ,D,4rL�N / Name-Title ig Date Project Title: 1502-Fishers Island-111 Report date: 02/17/17 Data filename: Page 3 of 18 COMcheck Software Version COMcheckWeb Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: 1502-Fishers Island-R1 Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 20449 E. Main Rd. Fishers Island Development Mark Finlay Fishers Island, New York 06390 Corporation Mark P. Finlay Architects P.O.Drawer E 96 Old Post Rd. Fishers Island, New York 06390 Southport,Connecticut 06890 631-788-7251 2032542388 Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 1-Dining:Family 22159 0.95 21051 2-Office 1264 . 0.82 1036 3-Warehouse 4860 0.66 3208 4-Retail 1638 1 .26 2064 Total Allowed Watts= 27359 Proposed Interior Lighting Power A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixture Watt. 1-Dining: Family Interior Decorative-A:Type A:Other: 1 4 250 1000 Interior Decorative-C:Type C:Other: 1 68 4 306 Recessed LED Downlight-D:Type D:Other: 1 155 24 3720 Recessed LED Downlight-E:Type E:Other: 1 28 24 672 Recessed LED Downlight-F:Type F:Other: 1 16 24 384 2x4 Lay-in Fluorescent-G:Type G:48"T8 32W:Electronic: 2 59 64 3776 1x4 Chain Hung Fluorescent-H:Type H:48"T8 32W:Electronic: 2 13 64 832 1x4 Surface Fluorescent-H1:Type H1:48"T8 32W:Electronic: 2 57 64 3648 48"Surface Mount Fluorescent-:Type J:48'T8 32W:Electronic: 2 1 64 64 36"Wall Mount Fluorescent-K:Type K:36'T8 25W:Electronic: 1 5 25 125 1x4 Wall Mount Fluorescent-N:Type N:48"T8 32W:Electronic: 1 1 32 32 Recessed LED Cab Downlight-P:Type P:Other: 1 1 320 320 Interior Pendant-Q:Type Q:Other: 1 6 60 360 Interior Decorative-S:Type S:Other: 1 7 400 2800 Interior Decorative-T:Type T:Other: 1 15 60 900 Interior Decorative-V:Type V:Other: 1 1 300 300 Project Title: 1502-Fishers Island-111 Report date: 02/17/17 Data filename: Page 4 of 18 A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixture Watt. 2-Office Recessed LED Downlight-D:Type D:Other: 1 32 24 768 1x4 Surface Fluorescent-H1:Type H1:48"T8 32W:Electronic: 2 4 64 256 3-Warehouse 2x4 Lay-in Fluorescent-G:Type G:48"T8 32W:Electronic: 2 2 64 128 1x4 Chain Hung Fluorescent-H:Type H:48"T8 32W:Electronic: 2 42 64 2688 4-Retail Recessed LED Downlight-D:Type D:Other. 1 33 24 792 Recessed LED Downlight-F:Type F:Other: 1 4 24 96 2x4 Lay-in Fluorescent-G:Type G:48"T8 32W:Electronic: 2 4 64 256 Track Lights-L:Type L:Other: 3 11 105 1155 Interior Decorative-T:Type T:Other: 1 2 60 120 Interior Decorative-W:Type W:Other: 1 4 120 480 Total Proposed Watts= 25978 Interior Lighting PASSES: Design 5% better than code Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: 1502-Fishers Island-111 Report date: 02/17/17 Data filename: Page 5 of 18 COMcheck Software Version COMcheckWeb Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: 1502-Fishers Island-R1, Project Type: New Construction Exterior Lighting Zone 1 (Developed rural area) Construction Site: Owner/Agent: Designer/Contractor: 20449 E. Main Rd. Fishers Island Development Mark Finlay Fishers Island, New York 06390 Corporation Mark P.Finlay Architects P.O. Drawer E 96 Old Post Rd. Fishers Island, New York 06390 Southport,Connecticut 06890 631-788-7251 2032542388 Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/ Wattage (B X C) Main entry 13 ft of 20 Yes 260 Entry canopy 4637 ft2 0.25 Yes 1159 Stairway 257 ft2 0.75 Yes 193 Walkway—10 feet wide 83 f12 0.14 Yes 12 Walkway<10 feet wide 30 ft of 0.7 Yes 21 Emergency services,loading area 1148 ft2 0.5 No 574 Total Tradable Watts(a)= 5025 Total Allowed Watts= 5599 Total Allowed Supplemental Wafts(b)= 500 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 500 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID: Description I Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixture Watt. Main entry(13 ft of door width):Tradable Wattage Exterior Ceiling Light-AA:Type AA:Incandescent Other: 1 2 100 200 Exterior Ceiling Light-BB:Type BB:Incandescent Other: 1 1 120 120 Exterior Wall Sconce-CC:Type CC:Incandescent 60W: 1 2 60 120 Entry canopy(4637 ft2):Tradable Wattage Exterior Ceiling Light-AA:Type AA:Incandescent Other: 1 8 100 800 Exterior Ceiling Light-BB:Type BB:Incandescent Other: 1 16 120 1920 Exterior Wall Sconce-CC:Type CC:Incandescent 60W: 1 19 60 1140 Exterior Ceiling Light-FF:Type FF:Incandescent Other: 1 1 120 120 Stairway(257 ):Tradable Wattage Exterior LED Step Light-EE:Type EE:Other: 1 13 7 91 Walkway>= 10 feet wide(83 :Tradable Wattage Exterior Wall Sconce-CC:Type CC:Incandescent 60W: 1 2 60 120 Project Title: 1502-Fishers Island-RI Report date: 02/17/17 Data filename: Page 6 of 18 A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixture Watt. Walkway< 10 feet wide(30 ft of walkway length):Tradable Wattage Exterior Wall Sconce-CC:Type CC:Incandescent 60W: 1 1 60 60 Emergency services,loading area(1148 ft2).Non-tradable Wattage Exterior Wall Sconce-CC:Type CC:Incandescent 60W: 1 2 60 120 Exterior Flood Lights:Incandescent Other: 2 3 30 90 Other door(not main entry)(169 ft of door width):Tradable Wattage Total Tradable Proposed Wafts= 4691 Exterior Lighting PASSES: Design 15% better than code Exterior Lighting Compliance Statement Compliance Statement: The proposed exterior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: 1502-Fishers Island-R1 Report date: 02/17/17 Data filename: Page 7 of 18 COMcheck Software Version COMcheckWeb Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: 1502-Fishers Island-R1 Location: Southold, New York Climate Zone: 4a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 20449 E. Main Rd. Fishers Island Development Mark Finlay Fishers Island, New York 06390 Corporation Mark P. Finlay Architects P.O. Drawer E 96 Old Post Rd. . - Fishers Island, New York 06390 Southport,Connecticut 06890 631-788-7251 2032542388 Additional Efficiency Package High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Mechanical Systems List Quantity System Type&Description Mechanical Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Project Title: 1502-Fishers Island-111 Report date: 02/17/17 Data filename: Page 8 of 18 COMcheck Software Version COMcheckWeb Inspection Checklist Energy Code: 2015 IECC Requirements: 97.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions, . & Req.ID C103.2 ;Plans and/or specifications provide all ;❑Complies :Requirement will be met. [PR1]1_ :information with which compliance ;❑Does Not ;can be determined for the building ; ;envelope and document where ❑Not Observable exceptions to the standard are ;❑Not Applicable claimed. C103.2 ;Plans,specifications,and/or ;❑Complies ;Requirement will be met. [PR4]1 ;calculations provide all information ;❑Does Not ;with which compliance can be ; determined for the interior lighting ;❑Not Observable ;and electrical systems and equipment ;❑Not Applicable ;and document where exceptions to ;the standard are claimed. Information ;provided should include interior lighting power calculations,wattage of; bulbs and ballasts,transformers and ;control devices. C103.2 !Plans,specifications,and/or ;❑Complies :Requirement will be met. [PRO]' ;calculations provide all information ;❑Does Not ;with which compliance can be determined for the exterior lighting ;❑Not Observable; ;and electrical systems and equipment ;❑Not Applicable ;and document where exceptions to :the standard are claimed. Information ;provided should include exterior ; lighting power calculations;rmers and wattage of; ;bulbs and ballasts,transfo ; :control devices. C402.4.1 .;The vertical fenestration area <=30 ;❑Complies !Requirement will be met. [PR10]1 ;percent of the gross above-grade wall UDoes Not ;area. ;❑Not Observable; ;❑Not Applicable ; C402.4.1 ;The skylight area<=3 percent of the ;❑Complies :Requirement will be met. [PR11]1 ;gross roof area. ;❑Does Not '❑Not Observable; ;❑Not Applicable ; 1. High Impact(Tier 1) 2 Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: 1502-Fishers Island-R1 Report date: 02/17/17 Data filename: Page 9 of. 18 Section # Plan Review. Complies? Comments/Assumptions &Req.ID C402.4.2 ;In enclosed spaces >2,500 ft2 ;❑Complies :Exception: Requirement does not apply. [PR14]1 :directly under a roof with ceiling ;❑Does Not heights >15 ft.and used as an office, ;❑Not Observable lobby,atrium,concourse,corridor, storage,gymnasium/exercise center, ;❑Not Applicable ;convention center,-automotive ;service,manufacturing,non- ;refrigerated warehouse, retail store, distribution/sorting area, ;transportation,or workshop,the ; ;following requirements apply: (a)the daylight zone under skylights is>_ half the floor area; (b)the skylight ; ;area to daylight zone is>=3 percent ;with a skylight VT>=0.40; or a ; ;minimum skylight effective aperture ;>= 1 percent. ; C406 Plans,specifications,and/or ;❑Complies ;Requirement will be met. [PR9]1 ;calculations provide all information i❑Does Not ;with which compliance can be I []Not Observable determined for the additional energy ;efficiency package options. UNot Applicable ; Additional Comments/Assumptions: ! 1 High Impact(Tier 1) 2 Medium Impact.(Tier 2) 3. Low Impact(Tier 3) Project Title: 1502-Fishers Island-111 Report date: 02/17/17_ Data filename: Page 10 of 18 Section # Footing,/Foundation Inspection Complies? Comments/Assumptions ' & Re .1 C303Z I Below-grade wall insulation installed ;❑Complies :Requirement will be met. [F02]2 2per manufacturer's instructions. !❑Does Not ` :[ Not Observable ;❑Not Applicable ; C303Z.1 ;Exterior insulation protected against ;❑Complies ;Requirement will be met. [F06]1 :damage,sunlight,moisture,wind, :❑Does Not landscaping and equipment ;❑Not Observable: maintenance activities. ❑Not Applicable ; C402,1.4 Below-grade wall insulation R-value. ;❑Complies :See the Envelope Assemblies table for values. [FOl]z i E❑Does Not ❑Not Observable; :,[]Not Applicable C402.2,6 Radiant heating systems panels ;❑Complies :Exception: Requirement does not apply. [FO12]3 insulated to>=R-3.5 on face opposite ;❑Does Not space being heated. ;See the Envelope Assemblies table for values. ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ;,J. Low Impact(Tier 3) Project Title: 1502-Fishers Island-111 Report date: 02/17/17 Data filename: Page 11 of 18 Section #. Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 Fenestration products rated in ;❑Complies :Requirement will be met. [FR12]2 (accordance with NFRC. ;❑Does Not ❑Not Observable :❑Not Applicable ' C303.1.3 :Fenestration products are certified as :❑Complies :Requirement will be met. [FR13]1 :to performance labels or certificates T❑Does Not ;provided. ; :❑Not Observable :.[]Not Applicable ' C402.4.3 :Vertical fenestration SHGC value. ;❑Complies ;See the Envelope Assemblies table for values. [FR10]1 ;❑Does Not '❑Not Observable: :❑Not Applicable ' C402.4.3, Wertical fenestration U-Factor. :❑Complies ;See the Envelope Assemblies table for values. C402.4.3. ;❑Does Not 4 [FRO]' : ;[]Not Observable; :❑Not Applicable ' : C402.4.4 i U-factor of opaque doors associated i❑Complies :See the Envelope Assemblies table for values. [FR14] ,with the building thermal envelope ;❑Does Not j meets requirements. ' 1❑Not Observable: t ;❑Not Applicable : C402.5.1. ;The building envelope contains a :❑Complies 2.1 :continuous air barrier that is sealed in :❑Does Not [FR19]1 ;an approved manner and material ; :permeability<=0.004 dfm/ft2.Air ;[]Not Observable barrier penetrations are sealed in an ;❑Not Applicable 1 :approved manner. 0402.5.2,. Factory-built fenestration and doors :❑Complies ;Requirement will be met. C402:5:4 are labeled as meeting air leakage ;❑Does Not [FRl$]3. requirements. ; Not Observable: :❑Not Applicable C40Z5:7 Vestibules are installed on all building :❑Complies ;Requirement will be met. [FR17]3 entrances.Doors have self-closing ;❑Does Not devices. ; :❑Not Observable ❑Not Applicable ' Additional Comments/Assumptions: 1 I High Impact(Tier 1) J 2 1 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: 1502-Fishers Island-111 Report date: 02/17/17 Data filename: Page 12 of 18 , Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions & Req.ID C402.5.5, Stair and elevator shaft vents have ;❑Complies ;Exception: Requirement does not apply. C403.2.4. motorized dampers that automatically ;❑Does Not 3close. ; [ME313 :❑Not Observable ;❑Not Applicable ' C402.5.5, Outdoor air and exhaust systems have;❑Complies ;Requirement will be met. C403.2.4, motorized dampers that automatically ;❑Does Not 3 shut when not in use and meet [ME5'8]3 maximum leakage rates.Check ;❑Not Observable gravity dampers where allowed. :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 Low Impact(Tier 3) Project Title: 1502-Fishers Island-111 Report date: 02/17/17 Data filename: Page 13 of 18 Section. # Rough-in Electrical Inspection Complies? Comments/Assumptions & Req.ID. C405.2.1 :Lighting controls installed to uniformly;❑Complies :Requirement will be met. [EL15]1 reduce the lighting load by at least :❑Does Not 50%. ;❑Not Observable: ;❑Not Applicable C405.2.1 ;Occupancy sensors installed in ;❑Complies ;Requirement will be met. [EL18]1 :required spaces. ;❑Does Not ;❑Not Observable: '❑Not Applicable C405.2.1, t Independent lighting controls installed;❑Complies :Requirement will be met. C405.2.2. ;per approved lighting plans and all ;❑Does Not 3 ;manual controls readily accessible and; Not Observable [EL23]2 visible to occupants. 5 ;❑Not Applicable ; C405.2.2. ;Automatic controls to shut off all ;❑Complies ;Requirement will be met. 1 5 building lighting installed in all ;❑Does Not [EL22]2 ;buildings. ; :❑Not Observable: ' :.[]Not Applicable C405.2.3 Daylight zones provided with ;❑Complies !Exception: Requirement does not apply. [EL16]2 ;individual controls that control the :❑Does.Not lights independent of general area lighting. :[]Not. Observable; ; i ;❑Not Applicable C405.2.3, :Primary sidelighted areas are ;❑Complies :Exception: Requirement does not apply. C405.2.3. equipped with required lighting ;❑Does Not 1, ;controls. E405.2.3. ; :❑Not Observable; 2 ; ;❑Not Applicable ; [EL20]1 ; C405.2.3, ;Enclosed spaces with daylight area ;❑Complies ;Exception: Requirement does not apply. C405.2.3. :under skylights and rooftop monitors ;❑Does Not 1, ;are equipped with required lighting C405.2.3. controls. ❑Not Observable 3 '❑Not Applicable [EL21]1 ' ; C405.2.4 :Separate lighting control devices for ;❑Complies ;Requirement will be met. [EL4]1 ;specific uses installed per approved ;❑Does Not blighting plans. ; ❑Not Observable ;❑Not Applicable ; C405.2.4 ;Additional interior lighting power ;❑Complies ;Requirement will be met. [EL8]1 ;allowed for special functions per the ;❑Does Not - ;approved lighting plans and is ; automatically controlled and ;❑Not Observable ;separated from general lighting. ;❑Not Applicable C405.2.5 ;Automatic lighting controls for exterior;❑Complies ;Requirement will be met. [EL25]no° :lighting installed.Controls will be ;❑Does Not ;daylight controlled,set based on business operation time-of-day,or ;❑Not Observable reduce connected lighting > 30% :❑Not Applicable C405.3 :Exit signs do not exceed 5 watts per ;❑Complies ;Requirement will be met. [EL6]1 ;face. ;❑Does Not ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3., Low Impact(Tier3) Project Title: 1502-Fishers Island-R1 Report date: 02/17/17 Data filename: Page 14 of .18 0 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3:1 Low Impact(Tier 3) Project Title: 1502-Fishers Island-111 Report date: 02/17/17 Data filename: Page 15 of 18 Section # Insulation Inspection Complies? Comments/Assumptions &Re .ID C303.1 Roof insulation installed per ;❑Complies :Requirement will be met. [IN311 :manufacturers instructions. Blown or ;❑Does Not :poured loose-fill insulation is installed :only Observable only where the roof slope is<=3 in ;12. :❑Not Applicable ; C303.1 ;Building envelope insulation is labeled ;❑Complies ;Requirement will be met. [IN10]2 with R-value or insulation certificate ;❑Does Not ;providing R value and other relevant ;data. []Not Observable: ❑Not Applicable ; C303.2 ;Above-grade wall insulation installed ;❑Complies ;Requirement will be met. [IN7]1 :per manufacturer's instructions. ;[]Does Not '❑Not Observable; :,[]Not Applicable C303.2, 'Floor insulation installed per ;❑Complies ;Requirement will be met. C402.2.4 I manufacturer's instructions.Cavity or ;❑Does Not [IN912 ,structural slab.insulation installed in ❑Not Observable permanent contact with underside of #decking or structural slabs. ❑Not Applicable f C303.2.1 .Exterior insulation is protected from ;❑Complies ;Requirement will be met. [IN14]2 ?damage with a protective material. ;❑Does Not Nerification for exposed foundation ; `insulation may need to occur during ;❑Not Observable a Foundation Inspection. ❑Not Applicable C402:2:1 . Insulation intended to meet the roof ;❑Complies :Requirement will be met. [IN17]3 insulation requirements cannot be :❑Does Not installed on top of a suspended ❑Not Observable; ceiling.Mark this requirement ' Jcompliant if insulation is installed ❑Not Applicable accordingly. ; C402.2.3 ;Above-grade wall insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 ;❑Does Not :❑Not Observable; ;❑Not Applicable C402.2.5 'Floor insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN8]z r ;❑Does Not ; :❑Not Observable: ❑Not Applicable C4022:6Radiant panels and associated ;❑Complies ;Exception: Requirement does not apply. [INlb:]3 components,designed for heat ;❑Does Not transfer from the panel surfaces to the; ; occupants or indoor space are ;❑Not Observable insulated with a minimum of R-3.5. ;[]Not Applicable C402.4.2. ;Roof R-value.For some ceiling :,[]Complies ;See the Envelope Assemblies table for values. 2 :systems,verification may need to PDoes Not [IN2]1 :occur during Framing Inspection. ; ❑Not Observable ❑Not Applicable C402.5.1. ;All sources of air leakage in the ;❑Complies ;Requirement will be met. 1 :building thermal envelope are sealed, ;❑Does Not [IN1]1 ;caulked,Basketed,weather stripped ; :or wrapped with moisture vapor- ;❑Not Observable permeable wrapping material to UNot Applicable minimize air leakage. : Additional Comments/Assumptions: 1 I High Impact(Tier 1) .2 Medium Impact(Tier 2) 13. Low Impact(Tier 3) Project Title: 1502-Fishers Island-RI Report date: 02/17/17 Data filename: Page 16 of 18 Section # Final Inspection Complies? Comments/Assumptions & Req.ID C303.3, Furnished O&M instructions for ;❑Complies :Requirement will be met. C408.2.5. systems and equipment to the :❑Does Not 2 "~ building owner or designated •[FI17]3 representative. :❑Not Observable ;❑Not Applicable C4102.5:3 Where open combustion air ducts ;❑Complies :Requirement will be met. '[FI51I3 provide combustion air to open ;❑Does Not combustion fuel burning appliances, : the appliances and combustion air ;❑Not Observable opening are located outside the :❑Not Applicable building thermal envelope or enclosed : in a room, isolated from inside the ;thermal envelope.Such rooms are }sealed and insulated. C402.5.6 ;Weatherseals installed on all loading ;❑Complies ;Requirement will be met. [FI37]1 ;dock cargo doors. ;❑Does Not '❑Not Observable: ;❑Not Applicable C402.5.8 Recessed luminaires in thermal ;❑Complies !Requirement will be met. [FI26]3. ,envelope to limit infiltration and be IC ;❑Does Not rated and labeled.Seal between ; interior finish and luminaire housing. ;[]Not Observable '❑Not Applicable C405.4.1 :Interior installed lamp and fixture ❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 ;lighting power is consistent with what ;❑Does Not is shown on the approved lighting ; plans,demonstrating proposed watts ;[]Not Observable ;are less than or equal to allowed ;❑Not Applicable watts. C405.5.1 :Exterior lighting power is consistent ;❑Complies ;See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved ;❑Does Not ;lighting plans,demonstrating ; proposed watts are less than or equal ;[]Not Observable ;to allowed watts. ;❑Not Applicable C4U8':2.5. Furnished as-built drawings for ;❑Complies ;Requirement will be met. -,- electric power systems within 90 days ;❑ Does Not [-FI16F, of system acceptance. ; ❑Not Observable; '❑Not Applicable C408.3 ;Lighting systems have been tested to ;❑Complies :Requirement will be met. [FI33]1 ensure proper calibration,adjustment,T Does Not programming,and operation. ❑Not Observable ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: 1502-Fishers Island-111 Report date: 02/17/17 Data filename: Page 17 of 18 Project Title: 1502-Fishers Island-111 Report date: 02/17/17 Data filename: Page 18 of 18 COMcheck Software Version 4.0.8.2 Interior Lighting Compliance Certificate Project Information Energy Code: 90.1 (2016)Standard Project Title: Fishers Island Country Club Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 20449 E. Main Road Fishers Island Development Mark Finlay Fishers Island, NY 06390 Corporation Mark P. Finlay Architects P.O. Drawer E 96 Old Post Road Fishers Island, NY 06390 Southport, CT 06890 631-788-7251 203-254-2388 Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Common Space Types:Dining Area-Bar Lounge/Leisure 22159 0.93 20608 2-Common Space Types:Office-Enclosed 1264 0.93 1176 3-Warehouse:Smaller,Hand-Carried Material Storage .4860 0.69 3353 4-Retail:Sales Area 1638 1.22 1998 Total Allowed Watts= 27135 Proposed Interior Lighting Power A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Common Space Types•Dining Area-Bar Lounge/Leisure Interior Decorative:A: Incandescent 25OW: 1 4 250 1000 Interior Decorative C:C:Other: 1 68 4 272 Recessed LED Downlight D:D:Other: 1 155 24 3720 Recessed LED Downlight E:E:Other: 1 28 24 672 Recessed LED Downlight F:F:Other: 1 16 24 384 2X4 Lay-in Fluorescent G:G:48"T8 32W Electronic:48"T8 32W(Super T8):Electronic: 2 59 64 3776 1X4 Chain Hung Fluorescent H:H:48"T8 32W Electronic:48"T8 32W:Electronic: 2 13 64 832 1X4 Surface Fluorescent H1:H1:48"T8 32W Electronic:48"T8 32W:Magnetic: 2 57 64 3648 48"Surface Mount Fluorescent J:J:48"T8 32W Electronic:48"T8 32W:Electronic: 2 1 64 64 36"Wall Mount Fluorescent K:K:36"T8 25W Electronic:36"T8 25W:Magnetic: 1 5 25 125 1X4 Wall Mount Fluorescent N:N:48"T8 32W Electronic:48"T8 32W:Magnetic: 1 1 32 32 Recessed LED Cab Downlight P:P:Other: 1 1 320 320 Interior Pendant Q:Q:Other: 1 6 60 360 Interior Decorative S:S:Other: 1 7 400 2800 Interior Decorative T:T:Other: 1 15 60 900 Interior Decorative V:V:Other: 1 1 300 300 2-Common Space Types:Office-Enclosed Recessed LED Downlight D:D:Other: 1 32 24 768 1X4 Surface Fluorescent H1:H1:48"T8 32W Electronic:48"T8 32W:Magnetic: 2 4 64 256 3-Warehouse:Smaller. Hand-Carried Material Storage `9 Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher Page 1 of 45 Island 5-13-18 Rev1 COMcheck.cck A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 2X4 Lay-in Fluorescent G:G:48"T8 32W Electronic:48"T8 32W(Super T8):Electronic: 2 2 64 128 1X4 Chain Hung Fluorescent H:H:48"T8 32W Electronic:48"T8 32W:Electronic: 2 42 64 2688 4-Retail:Sales Area Recessed LED Downlight D:D:Other: 1 33 24 792 Recessed LED Downlight F:F:Other: 1 4 24 96 2X4 Lay-in Fluorescent G:G:48!'T8 32W Electronic:48"T8 32W(Super T8):Electronic: 2 4 64 256 Track Lighting L:L: Wattage based on 38.5 feet of track 0 0 1155 1155 Interior Decorative T:T:Other: 1 2 60 120 Interior Decorative W:W:Other: 1 4 120 480 Total Proposed Watts= 25944 Interior Lighting PASSES: Design 4% better than code Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the 90.1 (2016)Standard requirements in COMcheck Version 4.0.8.2 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Nathan H. Spear- Sr. Mechanical Engr lvam, May 14, 2018 Name-Title Sign ture U Date Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher Page 2 of 45 Island 5-13-18 Rev1 COMcheck.cck COMcheck Software Version 4.0.8.2 Mechanical Compliance Certificate Project Information Energy Code: 90.1 (2016)Standard Project Title: Fishers Island Country Club Location: Southold, New York Climate Zone: 4a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 20449 E. Main Road Fishers Island Development Mark Finlay Fishers Island, NY 06390 Corporation Mark P. Finlay Architects P.O..Drawer E 96 Old Post Road Fishers Island, NY 06390 Southport, CT 06890 631-788-7251 203-254-2388 Mechanical Systems List Quantity System Type&Description 1 CU-1 (Single Zone): VRF,Air Cooled Heat Pump Heating Mode:Capacity=169 kBtu/h, Proposed Efficiency=3.55 COP,Required Efficiency=3.20 COP Cooling Mode:Capacity=245 kBtu/h, Proposed Efficiency=12.10 EER,Required Efficiency: 9.50 EER +12.7 IEER Fan System: None 1 CU-2(Single Zone): VRF,Air Cooled Heat Pump Heating Mode:Capacity=152 kBtu/h, Proposed Efficiency=3.65 COP,Required Efficiency=3.20 COP Cooling Mode:Capacity=192 kBtu/h, Proposed Efficiency=12.30 EER,Required Efficiency: 10.60 EER +13.9 IEER Fan System: None 1 CU-3(Single Zone): VRF,Air Cooled Heat Pump Heating Mode:Capacity=142 kBtu/h, Proposed Efficiency=3.63 COP,Required Efficiency=3.20 COP Cooling Mode:Capacity=174 kBtu/h, Proposed Efficiency=12.40 EER,Required Efficiency: 10.60 EER +13.9 IEER Fan System: None 1 CU-4(Single Zone): VRF,Air Cooled w/Heat Recovery Heat Pump Heating Mode:Capacity=206 kBtu/h, Proposed Efficiency=3.41 COP,Required Efficiency=3.20 COP Cooling Mode:Capacity=299 kBtu/h, Proposed Efficiency=11.20 EER,Required Efficiency: 9.30 EER +12.5 IEER Fan System: None 1 CU-5(Single Zone): VRF,Air Cooled Heat Pump Heating Mode:Capacity=169 kBtu/h, Proposed Efficiency=3.55 COP,Required Efficiency=3.20 COP Cooling Mode:Capacity=216 kBtu/h, Proposed Efficiency=12.10 EER,Required Efficiency: 10.60 EER +13.9 IEER Fan System: None Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 3 of 45 Island 5-13-18 Revl COMcheck.cck Quantity System Type&Description 1 HP-1 CU1 (Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=34 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-1 I Pro Shop--Compliance(Motor nameplate HP method):Passes Fans: FAN 1 Supply,Constant Volume,1095 CFM,0.3 motor nameplate hp,0.9 fan efficiency grade 1 HP-2 CU-1 (Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=46 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-2 I Men's-Women's Changing--Compliance(Motor nameplate HP method):Passes Fans: FAN 2 Supply,Constant Volume,1400 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-3 CU-1 (Single Zone): Cooling: 1 each-VRF Zone Fan Unit,Capacity=46 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-3 I Lower Prep Kitchen--Compliance(Motor nameplate HP method):Passes Fans: FAN 3 Supply,Constant Volume,1400 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-4 CU-1 (Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=28 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-4 I Hall#1/Records--Compliance(Motor nameplate HP method):Passes Fans: FAN 4 Supply,Constant Volume,875 CFM,0.3 motor nameplate hp,0.9 fan efficiency grade 1 HP-7 CU-1 (Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=23 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-7 I Storage 107--Compliance(Motor nameplate HP method):Passes Fans: FAN 5 Supply,Constant Volume,735 CFM,0.3 motor nameplate hp,0.9 fan efficiency grade 1 HP-8 CU-1 (Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=46 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-8 I BR/Hall/Storage--Compliance(Motor nameplate HP method):Passes Fans: FAN 6 Supply,Constant Volume,1400 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-9 CU-1 (Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=23 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-9 I Storage/Mech 018--Compliance(Motor nameplate HP method):Passes Fans: FAN 7 Supply,Constant Volume,735 CFM,0.3 motor nameplate hp,0.9 fan efficiency grade 1 HP-10 CU-2(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=48 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-10 I Casual Floor Reg--Compliance(Motor nameplate HP method):Passes Fans: FAN 8 Supply,Constant Volume,1400 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-10A CU-2(Single Zone): Cooling: 1 each-VRF Zone Fan Unit,Capacity=48 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 4 of 45 Island 5-13-18 Rev1 COMcheck.cck Quantity System Type&Description No minimum efficiency requirement applies Fan System: Fan HP-10A I Casual Sidewall Reg--Compliance(Motor nameplate HP method):Passes Fans: FAN 9 Supply,Constant Volume,1400 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-12 CU-2(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=48 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-12 I Grill Rm/Hall--Compliance(Motor nameplate HP method):Passes Fans: FAN 10 Supply,Constant Volume, 1400 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-12A CU-2(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=48 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-12A]Grill Rm/Hall--Compliance(Motor nameplate HP method):Passes Fans: FAN 11 Supply,Constant Volume, 1400 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-11 CU-3(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=54 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-11 1 Grill Kitchen--Compliance(Motor nameplate HP method):Passes Fans: FAN 12 Supply,Constant Volume,1485 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-11A CU-3(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=54 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-11A I Grill Kitchen--Compliance(Motor nameplate HP method):Passes Fans: FAN 13 Supply,Constant Volume,1485 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-5 CU-3(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=18 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-5 I Wine Storage--Compliance(Motor nameplate HP method):Passes Fans: FAN 14 Supply,Constant Volume,585 CFM,0.3 motor nameplate hp,0.9 fan efficiency grade 1 HP-6 CU-3(Single Zone): Cooling: 1 each-VRF Zone Fan Unit,Capacity=48 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-6 I Laundry--Compliance(Motor nameplate HP method):Passes Fans: FAN 15 Supply,Constant Volume, 1400 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-13 CU-4(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=23 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-13 I BR 1st Floor--Compliance(Motor nameplate HP method):Passes Fans: FAN 16 Supply,Constant Volume,735 CFM,0.3 motor nameplate hp,0.9 fan efficiency grade 1 HP-14 CU-4(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=35 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-14 I Offices--Compliance(Motor nameplate HP method):Passes Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 5 of 45 Island 5-13-18 Revl COMcheck.cck Quantity System Type&Description Fans: FAN 17 Supply,Constant Volume,1095 CFM,0.3 motor nameplate hp,0.9 fan efficiency grade 1 HP-15 CU-4(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=46 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-15 I Living Room--Compliance(Motor nameplate HP method):Passes Fans: FAN 18 Supply,Constant Volume,1400 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-15A(Single Zone): Cooling: 1 each-VRF Zone Fan Unit,Capacity=46 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-15A I Living Room--Compliance(Motor nameplate HP method):Passes Fans: FAN 19 Supply,Constant Volume, 1400 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-16 CU-4(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=35 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-16 I Foyer--Compliance(Motor nameplate HP method):Passes Fans: FAN 20 Supply,Constant Volume,1095 CFM,0.3 motor nameplate hp,0.9 fan efficiency grade 1 HP-17 CU-4(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=29 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-17 I Buffet Area/Bar--Compliance(Motor nameplate HP method):Passes Fans: FAN 21 Supply,Constant Volume,875 CFM,0.3 motor nameplate hp,0.9 fan efficiency grade 1 HP-17A CU-4(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=29 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-17A I Buffet Area/Bar--Compliance(Motor nameplate HP method):Passes Fans: FAN 22 Supply,Constant Volume,875 CFM,0.3 motor nameplate hp,0.9 fan efficiency grade 1 HP-20 CU-4(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=29 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-20 I Exist Priv Dining--Compliance(Motor nameplate HP method):Passes Fans: FAN 23 Supply,Constant Volume,875 CFM,0.3 motor nameplate hp,0.9 fan efficiency grade 1 HP-20A CU-4(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=29 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-20A I Exist Priv Dining--Compliance(Motor nameplate HP method):Passes Fans: FAN 24 Supply,Constant Volume,875 CFM,0.3 motor nameplate hp,0.9 fan efficiency grade 1 HP-18 CU-5(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=54 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-18 I Dining A--Compliance(Motor nameplate HP method):Passes Fans: Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 6 of 45 Island 5-13-18 Rev1 COMcheck.cck Quantity System Type&Description FAN 25 Supply,Constant Volume,1485 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-18A CU-5(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=54 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-18A I Dining A--Compliance(Motor nameplate HP method):Passes Fans: FAN 26 Supply,Constant Volume, 1485 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-19 CU-5(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=54 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-19 I Dining B--Compliance(Motor nameplate HP method):Passes Fans: FAN 27 Supply,Constant Volume,1485 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade 1 HP-19A CU-5(Single Zone): Cooling:1 each-VRF Zone Fan Unit,Capacity=54 kBtu/h,No Economizer,Economizer exception:High Efficiency Equipment No minimum efficiency requirement applies Fan System: Fan HP-19A I Dining B--Compliance(Motor nameplate HP method):Passes Fans: FAN 28 Supply,Constant Volume, 1485 CFM,0.5 motor nameplate hp,0.9 fan efficiency grade Mechanical Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 90.1 (2016)Standard requirements in COMcheck Version 4.0.8,2 and to comply with any applicable mandatory requirements listed in the Inspection Checkli t, Nathan H. Spear- Sr. Mechanical Engr 14May 14, 2018 Name-Title Sign ture U Date Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher Page 7 of 45 Island 5-13-18 Revl COMcheck.cck 6 COMcheck Software Version 4.0.8.2 IS( Inspection Checklist Energy Code: 90.1 (2016) Standard Requirements: 86.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section # Plan Review Complies? Comments/Assumptions & Re .ID 4.2.2, ;Plans,specifications, and/or MComplies ;Requirement will be met. 6.4.4.2.1, !calculations provide all information UDoes Not 6.7.2 ;with which compliance can be Not Observable: [PR2]1 determined for the mechanical ❑ ;systems and equipment and ❑Not Applicable document where exceptions to the ; ;standard are claimed. Load ;calculations per acceptable ; ,engineering standards and ;handbooks. 4.2.2, ;Plans, specifications, and/or ;❑Complies ; 8.4.1.11 icalculations provide all information UDoes Not 8.4.1.2, ;with which compliance can be ; 8.7 determined for the electrical systems ;❑Not Observable ::09N rand equipment and document where ;®Not Applicable 'exceptions are claimed. Feeder ;connectors sized in accordance with ; approved plans and branch circuits ; sized for maximum drop of 3%. 4.2.2, ;Plans, specifications, and/or ;❑Complies 9.4.3, 9.7 ;calculations provide all information ;❑Does Not [PR4]1 ;with which compliance can be ; ❑Not Observable i determined for the interior lighting ;and electrical systems and equipment ;®Not Applicable and document where exceptions to ;the standard are claimed. Information provided should include interior ; lighting power calculations,wattage of bulbs and ballasts,transformers and ; control devices. 6.7.2.4 !Detailed instructions for HVAC ;❑Complies :Exception: Requirement does not apply. [PR5]1 systems commissioning included on ;❑Does Not ;the plans or specifications for projects >=50,000 ft2. ;❑Not Observable :t4Not Applicable ; Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 8 of 45 Island 5-13-18 Revl COMcheck.cck Section Footing/Foundation Plans Verified Field Verified # Inspection Value Value Complies? Comments/Assumptions & Re .l D 6.4,3.7 Freeze protection and snow/ice " ❑Complies ;Exception: Requirement (FO9]3 melting system sensors for future ❑Does Not ;does not apply. )connection to controls. ❑Not Observable DINot Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher, Page 9 of 45 Island 5-13-18 Rev1 COMcheck.cck Section Mechanical Rou9 h-In Plans Verified Field Verified # InspectionValue Value Complies? Comments/Assumptions &Req.iD 6.4.1.4, HVAC equipment efficiency ; Efficiency: ; Efficiency: ;❑Complies ;See the Mechanical systems list 6.4.1.5 verified. Non-NAECA HVAC ;❑Does Not for values. [ME1]2 ;equipment labeled as meeting '❑Not Observable 90.1. � ;❑Not Applicable 6.4.3.4.1 Stair and elevator shaft vents ; ❑Complies :Exception: Requirement [ME3]3 have motorized dampers that ❑Does Not ;does not apply. automatically close. e ❑Not Observable RNot Applicable 6.4.3.4.2, Outdoor air and exhaust systems ®Complies ;Requirement will be met. 6.4.3.4.3 have motorized dampers that ❑Does Not ' [ME4]3f tomatically shut when not in ❑Not Observable 'Location on plans/spec: M- au use and meet maximum leakage �101 {{rates.Check gravity dampers ❑Not Applicable where allowed. 6.4.3.4,:5, Enclosed parking garage „ . Y, ❑Complies ;Exception: Requirement [ME39]3 ventilation has automatic []Does Not :does not apply. contaminant detection and capacity to stage or modulate ❑Not Observable fans to 50%or less of design ®Not Applicable capacity. 6.4.3:4.4 Ventilation fans>0.75 hp have ;i, . F Complies ;Requirement will be met. [ME5]3 automatic controls to shut off fan :;,:';.Y:,t ;>^..;: ❑Does Not when not required. ❑Not Observable IE]Not Applicable ' 6.4.3.8 :Demand control ventilation Nkomplies ;Requirement will be met, [ME6]1 ;provided for spaces>500 ft2 and ❑Does Not >25 people/1000 ft2 occupant ❑Not Observable : density and served by systems ❑Not Applicable ;with air side economizer, auto modulating outside air damper :control, or design airflow >3,000 cfm. 6.5.3.2.1 DX cooling systems>= 75 kBtu/h Mcomplies :'Requirement will be met. [ME40]2 (>=65 kBtu/h effective 1/2016) ❑Does Not ' and chilled-water and i ;Location on plans/spec: M- evaporative cooling fan motor hp ; ❑Not Observable ;602 >=1/4 designed to vary supply ❑Not Applicable ;fan airflow as a function of load ;See the Mechanical Systems list Viand comply with operational _ ;for values. requirements. P 6.4.4.1.1 )Insulation exposed to weather Ncomplies :Requirement will be met. [ME7]3 I protected from damage. ❑Does Not ; Insulation outside of the conditioned space and associated ❑Not Observable with cooling systems is vapor : . ❑Not Applicable : retardant. _ 6.4.4.1.2 HVAC ducts and plenums ; R- : R- RComplies ;Requirement will be met. [ME8]2 ;insulated per Table 6.8.2.Where ;❑Does Not ducts or plenums are installed in ; dor under a slab,verification may ❑Not Observable : need to occur during Foundation :❑Not Applicable 1,Inspection, 6.4.4.1.3 f,,HVAC piping insulation thickness. ; in. in. :❑Complies ;Exception: Requirement [ME9]2 Where piping is installed in or ;❑Does Not :does not apply. ,'under a slab,verification may ;❑Not Observable need to occur during Foundation 1 ;�$JNot Applicable Inspection. ; ; 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2F—F3- Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: GAIES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher Page 10 of 45 Island 5-13-18 Revl COMcheck.cck Section Mechanical Rough-11h Plans Verified Field Verified # Inspection9 Value Value Complies? Comments/Assumptions &Req.ID 6.4.4.1.4 Thermally ineffective panel ❑Complies :Exception: Requirement [M surfaces, surfaces of sensible heating ❑Does Not ;does not apply. panels have insulation >= R-3.5. ❑Not Observable ®Not Applicable ; 6.4.4.2.1 ;Ducts and plenums having ❑Complies ;Exception: Requirement [ME10]2 ,pressure class ratings are Seal ❑Does Not ;does not apply. Class A construction. []Not Observable ; ®Not Applicable 6.8.1-14, ,Electrically operated DX-DOAS ❑Complies ;Exception: Requirement 6,8.1-15 ;units meet requirements per ❑Does Not ;does not apply. [ME110]2 iTables 6.8.1-14 or 6.8.1-15. []Not Observable INNot Applicable ; 6.4.4.2.2 Ductwork operating >3 in.water P ❑Complies ;Exception: Requirement [ME11]3 column requires air leakage ❑Does Not ;does not apply. testing. ❑Not Observable DgNot Applicable ; 6.4.4.2.2 Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3 column requires air leakage ❑Does Not ;does not apply. testing. ; ❑Not Observable NNot Applicable ; 6.4.4:2.2 Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [MEll]3'. column requires air leakage Does Not ;does not apply. testing. []Not Observable 1 MNot Applicable 6.4.4.2.2 JDuctwork operating >3 in.water ❑Complies :Exception: Requirement [ME11]3. "column requires air leakage ❑Does Not ;does not apply. testing. r ❑Not Observable ' [XNotApplicable ' 6.4.4',2:2 :+Ductwork operating >3 in.water ; ❑Complies ;Exception: Requirement column requires air leakage ❑Does Not ;does not apply. testing. ❑Not Observable 129Not Applicable 6.4.4:2.2 Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3' column requires air leakage ❑Does Not ;does not apply. testing. ❑Not Observable ; ®Not Applicable 6.4.4.2.2 Ductwork operating >3 in.water ❑Complies :Exception: Requirement [ME11]3 [column requires air leakage ❑Does Not ;does not apply. I testing. . y ❑Not Observable ; ❑Not Applicable ; 6.4.4.2.2 Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3 column requires air leakage ❑Does Not ;does not apply. testing. ❑Not Observable ; ®Not Applicable 6,4.4.2.2 ;Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME•1113 iicolumn requires air leakage ❑Does Not ;does not apply. k testing. ¢¢ []Not Observable + MNot Applicable ' 6.4.4.2.2. Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3. +column requires air leakage ❑Does Not ;does not apply. testing. []Not Observable ®Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 11 of 45 Island 5-13-18 Rev1 COMcheck.cck Section Mechanical Rou h-In Plans Verified Field Verified # Inspection g Value Value Complies? Comments/Assumptions &Re .ID 6.4.4.2.2 Ductwork operating >3 in.water ❑Complies ;Exception: Requirement IME11]3 column requires air leakage ❑Does Not does not apply. testing. ❑Not Observable Mot Applicable 6.4.4.2.2 ;Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3, ,column requires air leakage []Does Not ;does not apply. #)testing. ❑Not Observable } ®Not Applicable 6.4.4.2.2 ;Ductwork operating >3 in.water S ❑Complies ;Exception: Requirement [ME11]3column requires air leakage []Does Not ;does not apply. testing. []Not Observable ®Not Applicable 6.4.4.2.2 Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3 ;column requires air leakage ❑Does Not :does not apply. testing. ❑Not Observable A WNot Applicable 6.4.4.2.2 Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3 column requires air leakage ❑Does Not :does not apply. testing. []Not Observable DgNot Applicable 6.4:4:2.2 1Ductwork operating >3 in,water ❑Complies ;Exception: Requirement [ME11]3' column requires air leakage ❑Does Not :does notapply. testing. ❑Not Observable 9 DINot Applicable 6.4.,4.2.2 ,Ductwork operating >3 in.water ❑Complies :Exception: Requirement [ME11]3 ,column requires air leakage ❑Does Not ;does not apply. testing. ❑Not Observable DQNot Applicable 6.4.4.2.2 ',Ductwork operating >3 in.water ❑Complies :Exception: Requirement [MEll]3 ,column requires air leakage ❑Does Not :does not apply. testing. ? ❑Not Observable I,4Not Applicable ' 6.4.4.2.2 'Ductwork operating >3 in.water ❑Complies :Exception: Requirement [ME11]3.. column requires air leakage ❑Does Not :does not apply. ;testing. ❑Not Observable ®Not Applicable : 6.4.4.2.2 }Ductwork operating >3 in,water : ❑Complies ;Exception: Requirement [ME11]3 ,column requires air leakage ❑Does Not :does not apply. testing. ❑Not Observable ®Not Applicable 6.4.4.2,2 "4 Ductwork operating >3 In.water ❑Compiles ;Exception: Requirement [ME11]3 ' column requires air leakage []Does Not :does not apply. testing.. []Not Observable ONot Applicable 6.4.4.2.2 Ductwork operating >3 in,water ❑Complies ;Exception: Requirement [ME11]3 rcolumn requires air leakage d ❑Does Not :does not apply. testing. ❑Not Observable IE]Not Applicable 6.4'.4.2.2. ';Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3 ;column requires air leakage ❑Does Not :does not apply. 'testing. []Not Observable q 1 IxlNot Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 12 of 45 Island 5-13-18 Revl COMcheck.cck Section Mechanical Roug h-In Plans Verified Field Verified #InspectionValue Value Complies? Comments/Assumptions '&'Re .ID • 6.4.4.2.2 Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3 column requires air leakage } ❑Does Not ;does not apply. •testing. ; ' []Not Observable ; ®Not Applicable ; 6.4.4.2..2 'Ductwork operating >3 in,water ; ❑Complies ;Exception: Requirement [MEll]3'" #column requires air leakage ❑Does Not ;does not apply. testing. ❑INNotApplicable Not Observable 1 I ; 6.4.4.2.2 ,Ductwork operating >3 in.water ; ❑Complies ;Exception: Requirement [ME11]3 column requires air leakage ❑Does Not ;does not apply. testing. 3 ❑Not Observable ; ®Not Applicable 6.4:4.2.2 ;Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3 column requires air leakage ❑Does Not ;does not apply. -]Nottesting. Not Observable ®Not Applicable 6.4.4.2.2 Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3 -column requires air leakage ❑Does Not ;does not apply. testing. ❑Not Observable MNot Applicable ' 6.4'412 J Ductwork operating >3 in,water ❑Complies ;Exception: Requirement (MEll']3 column requires air leakage ❑Does Not ;does not apply. testing. ; ❑Not Observable $&Not Applicable 6.4.4.2.2 ;Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3, „ ';column requires air leakage ❑Does Not ;does not apply. Resting. []Not Observable ®Not Applicable 6.4.4,2.2 Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3 column requires air leakage ❑Does Not ;does not apply. ;testing. ❑Not Observable ®Not Applicable 6.4.4.2.2 .,i Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [MEll]3 ?column requires air leakage ❑Does Not ;does not apply. $testing. ❑ ; r Not Observable 14NOt Applicable 6.4.4.2.2 ,Ductwork operating >3 in.water ❑Complies ;Exception: Requirement [ME11]3 jcolumn requires air leakage ❑Does Not ;does not apply. I testing. ' []Not Observable ®Not Applicable 6.5,2.3 tDehumidification controls ❑Complies ;Exception: Capability of first [ME19]3, provided to prevent reheating, ❑Does Not ;reducing supply air volume recooling, mixing of hot and cold ;50%or less of the design airstreams or concurrent heating [KNot Observable ;rate or minimum outdoor air and cooling of the same ; ❑Not Applicable :ventilation, or per regulatory airstream. ;standard,whichever is ;larger, before combined ;heating/cooling occurs. 6.5.2.4.1 Humidifiers with airstream ❑Complies ;Exception: Requirement [ME68]3 mounted preheating jackets have ❑Does Not ;does not apply. preheat auto-shutoff value set to ; activate when humidification is ❑Not Observable i not required. ®Not Applicable ' 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 13 of 45 Island 5-13-18 Revl COMcheck.cck Section Mechanical Rou9 h-In Plans Verified Field Verified # InspectionValue Value Complies? Comments/Assumptions &Req.ID . 6.5.2.4.2 ;Humidification system dispersion ❑Complies ;Exception: Requirement [ME69]3 #tube hot surfaces in the ❑Does Not ;does not apply. airstreams of ducts or air- handling units insulated >= R- ❑Not Observable 0.5. KNotApplicable ; 6.5.2.5 Preheat coils controlled to stop [@Complies ;Requirement will be met. [ME70]3 heat output whenever ❑Does Not mechanical cooling, including ; ❑Not Observable economizer operation, is active. IE]Not Applicable ; 6.5.2.6 j Units that provide ventilation airComplies :Requirement will be met. IME10613 to multiple zones and operate in ❑Does Not yconjunction with zone heating ❑Not Observable Viand cooling systems are i ;prevented from using heating or t. ' ❑Not Applicable ;heat recovery to warm supply air ; •. above 60°F when representative building loads or outdoor air ,;temperature indicate that most w ;zones demand cooling. 1 6.5.3.6 f Motors for fans>= 1/12 hp and Complies :Requirement will be met, [ME72]2 < 1 hp are electronically- ❑Does Not ;commutated motors or have a minimum motor efficiency of []Not Observable X70%.These motors are also []Not Applicable "Speed adjustable for either ,balancing or remote control. 6.5.3.6aMotors for fans>= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 < 1 hp are electronically- ❑Does Not airstream within fan-coils and commutated motors or have a ❑Not Observable terminal. minimum motor efficiency of 70%.These motors are also l%1Not Applicable ;;speed adjustable for either $balancing or remote control. ; 6.5.3.6 iMotors for fans>= 1/12 hp and ; ❑Complies ;Exception: Motors in the [ME72]2 < 1 hp are electronically- ❑Does Not ;airstream within fan-coils and ;commutated motors or have a ;terminal. minimum motor efficiency of ❑Not Observable 70%.These motors are also INNOt Applicable ; speed adjustable for either i 1 balancing or remote control. ; 6.5.3.6 ;Motors for fans>= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 <1 hp are electronically- ❑Does Not ;airstream within fan-coils and ;commutated motors or have a ; ;terminal. minimum motor efficiency of -]Not Observable 70%.These motors are also NNot Applicable ; speed adjustable for either t balancing or remote control. ; 6.5.3.6 Motors for fans >= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 1 hp are electronically- ❑Does Not airstream within fan-coils and commutated motors or have a E]Not Observable ;terminal. minimum motor efficiency of 70%.These motors are also a ®Not Applicable a speed adjustable for either ; balancing or remote control. ; 6.5.3.6 Motors for fans >= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 f<1 hp are electronically- ❑Does Not :airstream within fan-colls and commutated motors or have a ;terminal, ❑Not Observable minimum motor efficiency of 70%.These motors are also i DgNOt Applicable ; speed adjustable for either balancing or remote control. 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3_I Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 14 of 45 Island 5-13-18 Rev1 COMcheck.cck Section Mechanical Rough-In Plans Verified Field Verified # � Inspection9 Value Value Complies? Comments/Assumptions & Re .I D 6.5.3.6 ;Motors for fans>= 1/12 hp and ❑Complies :Exception: Motors in the [ME72]2 $< 1 hp are electronically- ❑Does Not ;airstream within fan-coils and ;commutated motors or have a P;;, . []Not Observable ;terminal. I minimum motor efficiency of 70%.These motors are also A r'' DgNot Applicable ;speed adjustable for either balancing or remote control. , 6.5.3.6 a Motors for fans >= 1/12 hp and ❑Complies ;,Exception: Motors in the [ME72]2 <1 hp are electronically- y []Does Not ;airstream within fan-coils and commutated motors or have a ;terminal. minimum motor efficiency of ; []Not Observable 70%.These motors are also ®Not Applicable ; speed adjustable for either a balancing or remote control. ; 6.5.3.6 ;Motors for fans >= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 < 1 hp are electronically- r ❑Does Not ;airstream within fan-coils and commutated motors or have a ;terminal. ❑Not Observable E L minimum motor efficiency of ''t 4.;: >' ." _, ;•.: ®Not Applicable 70%.These motors are also „ ,; w F,t, ; speed adjustable for either i balancing or remote control. 6.5.3.6 Motors for fans>= 1/12 hp and ; ❑Complies :Exception: Motors in the [ME72]2 ;<1 hp are electronically- []Does Not ;airstream within fan-coils and commutated motors or have a ;terminal. minimum motor efficiency of ❑Not Observable X70%.These motors are alsoj C4Not Applicable ; speed adjustable for either balancing or remote control. 6.5.3,6 Motors for fans >= 1/12 hp and "' ` "i' ❑Complies ;Exception: Motors in the [ME72]2 < 1 hp are electronically- ❑Does Not ;airstream within fan-coils and ;commutated motors or have a ;terminal. minimum motor efficiency of ❑Not Observable 70%.These motors are also NNot Applicable ; ?speed adjustable for either ;balancing or remote control. 6.5.3.6 Motors for fans>= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 <1 hp are electronically- ^`v'\': []Does Not airstream within fan-coils and commutated motors or have a ;terminal. minimum motor efficiency of []Not Observable E 170%.These motors are also ®Not Applicable i speed adjustable for either ;. balancing or remote control. ,...M,,:t .. , 6.5.3.6 Motors for fans >= 1/12 hp and ❑Complies Exception: Motors in the [ME72]z < 1 hp are electronically- ❑Does Not ;airstream within fan-coils and ;commutated motors or have a "` 'terminal. minimum motor efficiency of > ❑Not Observable 70%.These motors are also "`_ Ig1Not Applicable speed adjustable for either r 1 ;balancing or remote control. 1 6.5°3.6 ,Motors for fans>= 1/12 hp and ❑Complies !Exception: Motors in the [ME72]2 j,'<1 hp are electronically- ` . " ; ❑Does Not airstream within fan-coils and commutated motors or have a ;terminal. ¢minimum motor efficiency of ' . ❑Not Observable E 70%.These motors are also _ Not Applicable 'speed adjustable for either balancing or remote control, E E 6.5.3.6 ;Motors for fans >= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 }<1 hp are electronically- ❑Does Not ;airstream within fan-coils and commutated motors or have a ;terminal. a minimum motor efficiency of ❑Not Observable 70%.These motors are also ®Not Applicable speed adjustable for either balancing or remote control. ,rr , 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 15 of 45 Island 5-13-18 Revl COMcheck.cck Section Mechanical Rough-in Plans Verified Field Verified # , Complies? Comments/Assumptions InspectionValue Value &-Req.i D 6.5.3.6 ;Motors for fans >= 1/12 hp and ❑Complies :Exception: Motors in the [ME72]2 < 1 hp are electronically- ❑Does Not ;airstream within fan-coils and ;commutated motors or have a ;terminal. minimum motor efficiency of ❑�ryNot Observable 70%.These motors are also MNot Applicable ; rspeed adjustable for either ;balancing or remote control. ; 6.5.3.6 Motors for fans >= 1/12 hp and ❑Complies :Exception: Motors in the [ME72]2 d< 1 hp are electronically- ❑Does Not ;airstream within fan-coils and icommutated motors or have a ;terminal. 'minimum motor efficiency of []Not Observable 70%.These motors are also ®Not Applicable ; speed adjustable for either balancing or remote control. 6.5.3.6 ;Motors for fans >= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 < 1 hp are electronically- ❑Does Not ;airstream within fan-coils and 'commutated motors or have a ;terminal. minimum motor efficiency of ❑Not Observable 70%.These motors are also WNot Applicable speed adjustable for either ; ;balancing or remote control. ; 6.5.3.6 Motors for fans>= 1/12 hp and ; ❑Complies ;Exception: Motors in the [ME72]2 < 1 hp are electronically- ❑Does Not ;airstream within fan-coils and ;commutated motors or have a p ❑Not Observable terminal. minimum motor efficiency of } 70%.These motors are also ®Not Applicable ; i speed adjustable for either t ,balancing or remote control. 6.5.3.6 ;Motors for fans>= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 < 1 hp are,electronically- []Does Not ;airstream within fan-coils and ,commutated motors or have a ❑Not Observable ;terminal. minimum motor efficiency of %70%.These motors are also �INNot Applicable s speed adjustable for either f balancing or remote control. 6.5.3.6 Motors for fans>= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 <1 hp are electronically- ❑Does Not ;airstream within fan-coils and ,commutated motors or have a ; : ;terminal. {minimum motor efficiency of ❑Not Observable g 70%.These motors are also ®Not Applicable ,i speed adjustable for either }balancing or remote control. 6.5.3.6 n Motors for fans>= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 < 1 hp are electronically- ❑Does Not ;airstream within fan-coils and commutated motors or have a ❑Not Observable :terminal. minimum motor efficiency of 70%.These motors are also Not Applicable speed adjustable for either a {balancing or remote control. 6.5.3.6 Motors for fans >= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 ;<1 hp are electronically- y ❑Does Not :airstream within fan-coils and I,commutated motors or have a ;terminal. minimum motor efficiency of ❑Not Observable ,70%.These motors are also I�Not Applicable ; speed adjustable for either s balancing or remote control. ; d, 6.5.3.6 Notors for fans>= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 <1 hp are electronically- ❑Does Not ;airstream within fan-coils and ;commutated motors or have a ; ;terminal. minimum motor efficiency of ; ❑Not Observable 70%.These motors are also ®Not Applicable speed adjustable for either balancing or remote control. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 16 of 45 Island 5-13-18 Rev1 COMcheck.cck Section Mechanical Rough-in Plans Verified Field Verified #. InspectionValue ' 'Value Complies? Comments/Assumptions & Req.ID 6.5.3.6 ;Motors for fans >= 1/12 hp and t ❑Complies :Exception: Motors in the [ME72]2 +< 1 h are electronically ""; ' airstream within fan-coils and p y- ❑Does Not ;commutated motors or have a r ;terminal. minimum motor efficiency of ..;' ..', ❑Not Observable 70%.These motors are also [KNOt Applicable speed adjustable for either F.. Sbalancing or remote control. ; 6.5.3.6 Motors for fans>= 1/12 hp and ❑Complies ;Exception: Motors in the [ME72]2 5<1 hp are electronically- r ,,. ❑Does Not ;airstream within fan-coils and commutated motors or have a ;•.: ,. ;terminal. minimum motor efficiency of ❑Not Observable 70%.These motors are also ®Not Applicable I speed adjustable for either i $balancing or remote control. ; 6.5.3.6 Motors for fans >= 1/12 hp and ❑Complies :Exception: Motors in the [ME72]2 <1 hp are electronically- ; ❑Does Not ;airstream within fan-coils and ;commutated motors or have a ;terminal. minimum motor efficient of []Not Observable r70%.These motors are also .„' t„ x,` ' ; v,g, r NNot Applicable speed adjustable for either , , r , y yrs ' r ;balancing or remote control. 6.5.3.6 ;Motors for fans>= 1/12 hp and v' .,:` "`'"` ``, ❑Complies ;Exception: Motors in the [ME72]2 j< 1 hp are electronically- t• }rr ;. ❑Does Not ;airstream within fan-coils and commutated motors or have a ;terminal. jminimum motor efficiency of ❑Not Observable X70%.These motors are also ®Not Applicable speed adjustable for either balancing or remote control. ;•°;;-zm.:_„:(Vis:.'... ” ": ; 6.5.3.4 Parallel-flow fan-powered VAV air ' °"` `�" ` ❑Complies ;Exception: Requirement does not [ME108]2 {terminals have automatic ❑Does Not PP Y• ;controls to a)turn off the ; "terminal fan except when space ; ' ❑Not Observable ;heating is required or if required ; ®Not Applicable for ventilation; b)tum on the gterminal fan as the first stage of a> ; cheating before the heating coil is activated; and c)during heating ffor warmup or setback ' r temperature control, either w , (operate the terminal fan and ,heating coil without primary air tior reverse the terminal damper logic and provide heating from <`s;5• :,. the central air handler through ?primary air. 6.5.3.4 ;Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 ;terminals have automatic ,: "'. ❑Does Not does not apply. ,controls to a)turn off the terminal fan except when space ❑Not Observable ;heating is required or if required . ,',,r f4Not Applicable for ventilation; b)tum on the ; "terminal fan as the first stage of ' ... ;heating before the heating coil is activated; and c)during heating ;for warmup or setback ` temperature control, either operate the terminal fan and j d heating coil without primary air or reverse the terminal damper logic and provide heating from the central air handler through primary air. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 17 of 45 Island 5-13-18 Revl COMcheck.cck Section Mechanical Rough-In Plans Verified Field Verified # Complies? Comments/Assumptions Inspection. Value Value &Req.ID 6.5.3.4 ;Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 terminals have automatic ❑Does Not ;does not apply. controls to a)turn off the terminal fan except when space ❑Not Observable heating is required or if required - ®Not Applicable for ventilation; b)tum on the x' ,Iterminal fan as the first stage of heating before the heating coil is ; activated; and c)during heating ,for warmup or setback rtemperature control, either operate the terminal fan and ,heating coil without primary air or reverse the terminal damper ; logic and provide heating from the central air handler through primary air. 6.5.3.4 Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 terminals have automatic ❑Does Not ;does not apply. controls to a)turn off the I ❑Not Observable ;terminal fan except when space 'heating is required or if required Not Applicable for ventilation; b)tum on the terminal fan as the first stage of , cheating before the heating coil is 1 yactivated; and c)during heating for warmup or setback .temperature control, either ` operate the terminal fan and heating coil without primary air ror reverse the terminal damper ; logic and provide heating from the central air handler through <` ,primary air. 6.5.3.4 'N'Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 1terminals have automatic ❑Does Not ;does not apply. ,,controls to a)turn off the []Not Observable jterminal fan except when space heating is required or if required IE4Not Applicable for ventilation; b)turn on the aterminal fan as the first stage of heating before the heating coil is activated; and c)during heating for warmup or setback (temperature control, either Noperate the terminal fan and heating coil without primary air ' dor reverse the terminal damper logic and provide heating from the central air handler through $. ; (primary air. ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 18 of 45 Island 5-13-18 Rev1 COMcheck.cck section Mechanical Rough-in Plans Verified Field Verified # InspectionValue Value Complies? Comments/Assumptions, &Re .ID 6.5.3.4 'Parallel-flow fan-powered VAV air []Complies ;Exception: Requirement [ME108]2 terminals have automatic ❑Does Not ;does not apply. controls to a)turn off the terminal fan except when space ❑Not Observable ; j heating is required or if required ®Not Applicable ;for ventilation; b)tum on the ;terminal fan as the first stage of heating before the heating coil is ,activated; and c)during heating 2for warmup or setback ; ;temperature control, either 0 aoperate the terminal fan and )heating coil without primary air I. or reverse the terminal damper ,logic and provide heating from. ,the central air handler through ;primary air. ; 6.5.3.4 ;Parallel-flow fan-powered VAV air `° "'~''``' `` ❑Complies ;Exception: Requirement ,. A d t ' 1 [ME108]2 ;terminals have automatic *'ff a x ;° ❑Does Not ,does not apply. M1controls to a)turn off the "„' ' `� .a,¢^` 00- { ❑Not Observable , terminal fan except when space heating is required or if required i„ ,. .`:.; IMNot Applicable $for ventilation; b)tum on the ,terminal fan as the first stage of i heating before the heating coil is activated; and c)during heating for warmup or setback ' , ;temperature control, either operate the terminal fan and ; 3heating coil without primary air ., '” `: '; '.': ::. ; .s,^• '.. or reverse the terminal damper ; logic and provide heating from the central air handler through ;primary air. 6.5.3.4 Tarallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 tIterminals have automatic ❑Does Not ;does not apply. .,controls to a)turn off the i 1 5terminal fan except when space P ❑Not Observable ; [NNOt Applicable heating is required or if required - forventilation; b)tum on the t titerminal fan as the first stage of ; heating before the heating coil is s activated; and c)during heating ; jfor warmup or setback ; ,.temperature control, either operate the terminal fan and 4 heating coil without primary air or reverse the terminal damper logic and provide heating from the central air handler through y" r .primary air. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 19 of 45 Island 5-13-18 Revl COMcheck.cck Section Mechanical Rou9 h-In Plans Verified Field Verified # InspectionValue Value Complies? Comments/Assumptions & Req.ID 6.5.3.4 ;Parallel-flow fan-powered VAV air ❑Complies :Exception: Requirement [ME108]2 terminals have automatic ❑Does Not :does not apply. 5 controls to a)turn off the ❑Not Observable terminal fan except when space ®Not Applicable heating is required or if required for ventilation; b)tum on the iterminal fan as the first stage of a heating before the heating coil is ,'activated; and c)during heating ; for warmup or setback ,'temperature control, either operate the terminal fan and 'heating coil without primary air or reverse the terminal damper ; logic and provide heating from 'the central air handler through ; ;primary air. 6.5.3.4 Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 gterminals have automatic ❑Does Not :does not apply. controls to a)turn off the 5terminal fan except when space ❑Not Observable heating is required or if required ®Not Applicable for ventilation; b)tum on the iterminal fan as the first stage of i heating before the heating coil is ,'activated; and c)during heating for warmup or setback ; .temperature control, either operate the terminal fan and ; heating coil without primary air ` vor reverse the terminal damper logic and provide heating from the central air handler through ,primary air. ; 6.5.3.4 hParallel-flow fan-powered VAV air ❑Complies :Exception: Requirement [ME108]2 ;iterminals have automatic ❑Does Not :does not apply. controls to a)turn off the ; ❑Not Observable iterminal fan except when space ; heating is required or if required I�INot Applicable : for ventilation; b)turn on the : iterminal fan as the first stage of heating before the heating coil is iactivated; and c)during heating for warmup or setback ; temperature control, either i ?operate the terminal fan and heating coil without primary air or reverse the terminal damper i ¢logic and provide heating from ,the central air handler through i {primary air. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 20 of 45 Island 5-13-18 Revl COMcheck.cck Section Mechanical Rough-in Plans Verified Field Verified # InspectionValue Value - Complies?- Comments/Assumptions & Req.ID 6.5.3,4 'Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 iterminals have automatic , ❑Does Not ;does not apply. controls to a)turn off the terminal fan except when space i4w,.' :•:-,, ❑Not Observable , heating;is required or if required. f�INot Applicable ; Ifor ventilation; b)tum on the m. ; )'terminal fan as the first stage of heating before the heating coil is activated; and c)during heating ; for warmup or setback temperature control, either y woperate the terminal fan and ~* heating coil without primary air or reverse the terminal damper logic and provide heating from p the central air handler through ,,primary air. 6.5.3.4 ;Parallel-flow fan-powered VAV air „ ) ❑Complies ;Exception: Requirement [ME108]2 ;terminals have automatic " Wos ❑Does Not ;does not apply. p A +controls to a)turn off the h , + M ❑Not Observable r 2terminal fan except when space 5 heating is required or if required ' ': t `"~" NNot Applicable for ventilation; b)tum on the ; ;terminal fan as the first stage of ' lheating before the heating coil is activated; and c)during heating — ;for warmup or setback v ' r }temperature control, either operate the terminal fan and ' 3 heating coil without primary air or reverse the terminal damper i logic and provide heating from the central air handler through f ,primary air. 6.5.3.4 ;Parallel-flow fan-powered VAV airt. ❑Complies ;Exception: Requirement ... [ME108]2 'iterminals have automatic •., ❑Does Not ;does not apply. controls to a)turn off the 3 fterminal fan except when space y i ❑Not Observable heating is required or If required ®Not Applicable for ventilation; b)turn on the ;terminal fan as the first stage of i heating before the heating coil is ;activated; and c)during heating for warmup or setback , }temperature control, either ; operate the terminal fan and lheating coil without primary air yor reverse the terminal damper ;logic and provide heating from the central air handler through 6 ; ?primary air. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 21 of 45 Island 5-13-18 Rev1 COMcheck.cck Section Mechanical Rough-in Plans Verified Field Verified # Inspection9 Value Value Complies? Comments/Assumptions & Req.ID 6.5.3.4 ;Parallel-flow fan-powered VAV air ❑Complies :Exception: Requirement [ME108]2 $terminals have automatic ❑Does Not :does not apply. controls to a)turn off the : a terminal fan except when space ❑Not Observable heating is required or if required NNot Applicable : for ventilation; b)tum on the < $terminal fan as the first stage.of yheating before the heating coil is 'activated; and c)during heating ; for warmup or setback ¢temperature control, either yoperate the terminal fan and heating coil without primary air or reverse the terminal damper logic and provide heating from ;the central air handler through ; primary air. , 1 6.5.3.4 Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 §terminals have automatic ❑Does Not ;does not apply. controls to a)turn off the terminal fan except when space ❑Not Observable : heating is required or if required DQNot Applicable for ventilation; b)tum on the f ;terminal fan as the first stage of ; heating before the heating coil is : $activated; and c)during heating for warmup or setback : .temperature control, either }operate the terminal fan and heating coil without primary air ,or reverse the terminal damper : logic and provide heating from the central air handler through j 1primary air. 6.5.3.4 RParallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 terminals have automatic ❑Does Not ;does not apply. controls to a)turnoff the ❑Not Observable terminal fan except when space ®Not Applicable ,heating is required or if required for ventilation; b)tum on the terminal fan as the first stage of heating before the heating coil is : 'iactivated; and c)during heating Pfor warmup or setback : temperature control, either 1 operate the terminal fan and ' 'heating coil without primary air ' or reverse the terminal damper logic and provide heating from ; the central air handler through p 1 I ;primary air. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 22 of 45 Island 5-13-18 Revl COMcheck.cck Section Mechanical Rough-in Plans Verified Field Verified # Inspection Value Value Complies? Comments/Assumptions & Req.ID 6.5,3.4 ;Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 terminals have automatic ❑Does Not ;does not apply. i controls to a)turn off the d )terminal fan except when space []Not Observable heating is required or if required ®Not Applicable for ventilation; b)turn on the ; kterminal fan as the first stage of cheating before the heating coil is r ;activated; and c)during heating for warmup or setback 'temperature control, either operate the terminal fan and ' heating coil without primary air ; ;or reverse the terminal damper logic and provide heating from the central air handler through ; primary air. ' 6.5.3.4 ;;Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 iterminals have automatic A ❑Does Not ;does not apply. controls to a)turn off the {.•.• . ;, r: ❑Not Observable 0.4 terminal fan except when space g heating is required or if required NNOt Applicable ; for ventilation; b)tum on the ;terminal fan as the first stage of iheating before the heating coil is ;activated; and c)during heating ,ifor warmup or setback ' temperature control, either operate the terminal fan and "heating coil without primary air ; ,or reverse the terminal damper ;logic and provide heating from ' the central air handler through ,primary.air. ; 6.5.3.4 �,Parallekflow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 {terminals have automatic []Does Not ;does not apply. controls to a)turn off the ❑Not Observable ¢terminal fan except when space cheating is required or if required ®Not Applicable for ventilation; b)turn on the ; ;terminal fan as the first stage of cheating before the heating coil is e {activated; and c)during heating lfor warmup or setback htemperature control, either ^operate the terminal fan and ; heating coil without primary air ' or reverse the terminal damper ; logic and provide heating from ;:the central air handler through !primary air. ; 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher; Page 23 of 45 Island 5-13-18 Revl COMcheck.cck Section. ' Mechanical Rough-in " Plans Verified Field Verified. # Inspection9. Value Value Complies?' Comments/Assumptions. &Req.ID 6.5.3.4 ;Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 terminals have automatic ❑Does Not ;does not apply. controls to a)turn off the s. ❑Not Observable 1 terminal fan except when space heating is required or if required. ; NNot Applicable zfor ventilation; b)turn on the ;terminal fan as the first stage of heating before the heating coil is lactivated; and c)during heating ; for warmup or setback R ;temperature control, either }operate the terminal fan and heating coil without primary air or reverse the terminal damper logic and provide heating from the central air handler through ; ;primary air. ; 6.5.3.4 ;Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 ;terminals have automatic ❑Does Not ;does not apply. controls to a)turn off the r )terminal fan except when space ; ❑Not Observable heating is required or if required �$INOt Applicable forventilation;'b)tum on the P jterminal fan as the first stage of f heating before the heating coil is lactivated; and c)during heating ; ',,for warmup or setback }temperature control, either operate the terminal fan and heating coil without primary air for reverse the terminal damper ;logic and provide heating from the central air handler through ;primary air. 6.5.3.4 Parallel-flow fan-powered VAV air f ❑Complies :Exception: Requirement [ME108]2 terminals have automatic ❑Does Not :does not apply. j controls to a)turn off the 1 ❑Not Observable terminal fan except when space heating is required or if required DINot Applicable : for ventilation; b)turn on the : ;terminal fan as the first stage of heating before the heating coil is activated;and c)during heating kfor warmup or setback ytemperature control, either operate the terminal fan and heating coil without primary air or reverse the terminal damper ; logic and provide heating from : the central air handler through 1pnmary air. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher:, Page 24 of 45 Island 5-13-18 Revl COMcheck.cck Section Mechanical Rou h-In Plans Verified Field Verified. &46il.ID ° Inspection• Value Value Complies? Comments/Assumptions 6.5.3.4 Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 iterminals have automatic ❑Does Not ;does not apply. controls to a)turn off the >" Iterminal fan except when space ❑Not Observable ;heating is required or if required NNotApplicable ; (for ventilation; b)turn on the ;terminal fan as the first stage of heating before the heating coil is activated; and c)during heating u ; for warmup or setback 1 (temperature control, either ;operate the terminal fan and heating coil without primary air q s or reverse the terminal damper logic and provide heating from. ;. the central air handier through ;primary air. 6.5.3,4 Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 terminals have automatic w',,;s.,;, m.,; ;:',;, ', ❑Does Not ;does not apply. controls to a)turn off the A ❑Not Observable ' terminal fan except when space ;.a.',.,.. . ',` `• heating is required or if required ®Not Applicable for ventilation; b)turn on the terminal fan as the first stage of ' heating before the heating coil is :. .:activated; and c)during heating Jor warmup or setback }temperature control, either ; ;operate the terminal fan and ; heating coil without primary air or reverse the terminal damper j logic and provide heating from jthe central air handler through ; _ ,primary air. 6.5.3.4 'Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]z terminals have automatic ❑Does Not ;does not apply. controls to a)turn off the ; []Not Observable iterminal fan except when space A. heating is required or if requiredNNot Applicable tfor ventilation; b)tum on the Y ; terminal fan as the first stage of R heating before the heating coil is ?:activated; and c)during heating for warmup or setback ; ltemperature control, either operate the terminal fan and ' heating coil without primary air r ;or reverse the terminal damper ;logic and provide heating from the central air handier through ; ;primary air. r 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher Page 25 of 45 Island 5-13-18 Revl COMcheck.cck Section Mechanical Rou h-In Plans'Verified• Field Verified • # Inspection9... Value Value Complies? Comments/Assumptions & Req.ID 6.5.3.4 ;Parallel-flow fan-powered VAV air ❑Complies ;Exception: Requirement [ME108]2 (terminals have automatic []Does Not ;does not apply. i controls to a).turn off the ; terminal fan except when space ❑Not Observable heating is required or if required [4Not Applicable ?for ventilation; b)tum on the o aterminal fan as the first stage of heating before the heating coil is f ;activated; and c)during heating ; "for warmup or setback ; ,'temperature control, either boperate the terminal fan and cheating coil without primary air or reverse the terminal damper ' logic and provide heating from the central air handler through ; primary air. ; 6.5.3.4 J Parallel-flow fan-powered VAV air p ❑Complies ;Exception: Requirement [ME10812 titerminals have automatic ." ❑Does Not ;does not apply. controls to a)turn off the "° []Not Observable terminal fan except when space i heating is required or if required MNot Applicable ; for ventilation; b)tum on the P ,-,terminal fan as the first stage of ' ?heating before the heating coil is r activated; and c)during heating ;for warmup or setback jempereture control either operate the terminal fan and heating coil without primary air or reverse the terminal damper ; ?logic and provide heating from ,the central air handler through primary air. ; 6.5.3.7 Required minimum outdoor air MComplies ;Requirement will be met. [ME109]2 rate is the larger of minimum ( []Does Not outdoor air rate or minimum ' ❑Not Observable exhaust air rate required by 62.1, Standard 170, or `,x. ❑Not Applicable .applicable codes or accreditation standards.Outdoor air ventilation ; Psystems shall comply with one of the following:a)design minimum ,system outdoor air provided < ~;135%of the required minimum t outdoor air rate, b) dampers, ductwork, and controls allow the 'Isystem to supply<=the ;,required minimum outdoor air 'rate with a single set-point ;adjustment.,or c)system includes exhaust air energy recovery complying with Section 4,6.5.6.1. 1. High Impact(Tier 1)_ 2 Medium Impact(Tier 2) . 3, Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 26 of 45 Island 5-13-18 Revl COMcheck.cck Section- Mechanical Rough-In Plans I ie�l ;E Verified , # U` s U Complies. Comments/Assumptions & Re ID Inspection,: �jfl ue 6.5.3.7. 1R_equlred minimum outdoor air O• ❑Complies :Exception.• Requirement [ME16bF00OWTerger of minimum > ❑Does Not :QT64%* 4l )765-1802 5437$0 nRaft&ate or minimum Fax(631)765-9502 r rate required b �' ye ❑Not Observable P.O. �� 7 Y q G Q Southold4 dard 6 tandard 170, or ,� • a4 I�INot Applicable �a llca l -Abl or accreditation standards.Outdoor air ventilation Isystems shall comply with one of gthe following: a)design minimum ;;system outdoor air provided < " BUILDING DEPARTMENT ' 135%of the required minimum ,Ioutdoor air rate, b) dampers, TOWN OF SOUTHOLD ductwork, and controls allow the system to supply<=the ;required minimum outdoor air gate with a single set-point ;adjustment.,or c)system includes exhaust air energy recovery complying with Section 6.5.3.7 ;Required minimum outdoor air ❑Complies :Exception: Requirement [ME109]2 rate is the larger of minimum ❑Does Not :does not apply. outdoor air rate or minimum ; exhaust air rate required by ; IE]Not Observable ;Standard 62.1, Standard 170, or DQNot Applicable applicable codes or accreditation standards. Outdoor air ventilation systems shall comply with one of ithe following: a)design minimum : ;system outdoor air provided < 135%of the required minimum outdoor air rate, b)dampers, 'ductwork, and controls allow the system to supply<=the r;required minimum outdoor air J;rate with a single set-point ;adjustment.,or c)system l:includes exhaust air energy recovery complying with Section $6.5.6.1. ' 6.5.3.7 ;Required minimum outdoor air ❑Complies ;Requirement will be met. [ME109]? rate is the larger of minimum ❑Does Not outdoor air rate or minimum ; exhaust air rate required by []Not Observable Standard 62.1, Standard 170,or x ®Not Applicable ;applicable codes or accreditation standards. Outdoor air ventilation :;systems shall comply with one of t the following: a)design minimum ,,system outdoor air provided < ; j 135%of the required minimum r. outdoor air rate, b)dampers, :ductwork,and controls allow the system to supply<=the ;required minimum outdoor air trate with a single set-point ,adjustment., or c)system ; includes exhaust air energy !recovery complying with Section 6.5.6.1. F 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 27 of 45 Island 5-13-18 Revl COMcheck.cck Section Mechanical Rough-In Plans" Verified' # s " Complies. Comments/Assumptions :& Re .ID Inspection . jy ue 6.5.3.7' ;Required minimum outdoor air ❑Complies ;Exception: Requirement [ME16W6rW1IAM%rger of minimum []Does Not ;ffidepluitnapffl�l)765-1802 543!MAdWR6kcrate or minimum N Fax(631)765-9502 ��{{ha # r rate required by � � []Not Observable P'O'SVaNdTa 2.1 Standard 170,or aQ [�NotApplicable ; Southold 9Wkt%74or accreditation O! standards.Outdoor air ventilation COU ;'systems shall comply with one of ' the following:a)design minimum system outdoor air provided < 135%of the required minimum BUILDING DEPARTMENT outdoor air rate, b)dampers, TOWN OF SOUTHOLI jductwork, and controls allow the system to supply<=the ;required minimum outdoor air rate with a single set-point adjustment., or c)system ; ;'includes exhaust air energy a recovery complying with-section 6.5.6.1. 6.5.3.7 SRequired minimum outdoor air ❑Complies ;Exception: Requirement [ME109]1 rate is the larger of minimum ❑Does Not does not apply. outdoor air rate or minimum exhaust air rate required by ❑Not Observable SStandard 62.1, Standard 170,or ®Not Applicable ; ;applicable codes or accreditation standards. Outdoor air ventilation esystems shall comply with one of ; the following:a)design minimum system outdoor air provided < 135%of the required minimum outdoor air rate, b) dampers, ;ductwork,and controls allow the system to supply<=the x required minimum outdoor air fi rate with a single set-point adjustment.,or c)system includes exhaust air energy recovery complying with Section 46.5.6.1. ; 6.5.3°7 Required minimum outdoor air ; ❑Complies ;Exception: Requirement [ME109]2 `rate is the larger of minimum ❑Does Not ;does not apply. outdoor air rate or minimum exhaust air rate required by _ [:]Not Observable ;Standard 62.1, Standard 170, or ; . 2INotApplicable 1 applicable codes or accreditation ,standards.Outdoor air ventilation _ ;systems shall comply with one of the following: a)design-minimum system outdoor air provided < 135%of the required minimum outdoor air rate, b) dampers, {ductwork,.and controls allow the e ,,system to supply<=the required minimum outdoor air rate with a single set-point adjustment.,or c)system includes exhaust air energy recovery complying with Section j ;6.5.6.1. , 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) . 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 28 of 45 Island 5-13-18 Rev1 COMcheck.cck Section Mechanical'Rou h-In.., Plans A Verified #' 9 US Complies?. Comments/Assumptions Inspection ue �, ry &Req- ID 6.5.3.7 ;Required minimum outdoor air h Q ❑Complies ;Exception: Requirement [ME1d&]3vnddWWJ1a-_4arger of minimum ❑Does Not ;d' 1Wl5I�1)765-1802 5437$q }Agg91rdrate or minimum Fax(631)765-9502 b hay ter rate required by - ❑Not Observable P'0;S'194da�d'62.1, Standard 170, or_ p Not Applicable ; Southold;;Wlld fe-@8c8@s or accreditation `standards. Outdoor air ventilation ;systems shall comply with one of ;the following: a)design minimum system outdoor air provided < 1135%of the required minimum BUILDING DEPARTMENT outdoor air rate, b)dampers, TOWN OF SOUTHOLD ductwork, and controls allow the ; }system to supply<=the n required minimum outdoor air ,,rate with a single set-point j ;adjustment.,or c)system includes exhaust air energy recovery complying with Section 6.5.6.1. 6.5.3.7 ;Required minimum outdoor air ❑Complies ;Exception: Requirement [ME109]z }rate is the larger of minimum ❑Does Not ;does not apply. outdoor air rate or minimum exhaust air rate required by ❑Not Observable ';Standard 62.1, Standard 170, or ®Not Applicable ; zapplicable codes or accreditation standards. Outdoor air ventilation ;systems shall comply with one of the following:a)design minimum ;system outdoor air provided < 135%of the required minimum outdoor air rate, b) dampers, ductwork,and controls allow the system to supply<=the j required minimum outdoor air rate with a single set-point adjustment., or c)system ; includes exhaust air energy r recovery complying with Section X6.5.6.1. , 6.5.3.7 ;Required minimum outdoor air „ • []Complies ;Exception: Requirement [ME109]2 Irate is the larger of minimum ❑Does Not does not apply. t outdoor air rate or minimum ,exhaust air rate required by 4 ❑Not Observable `Standard 62.1, Standard 170, or ; C4NotApplicable applicable codes or accreditation ; standards. Outdoor air ventilation > ;systems shall comply with one of the following:a)design minimum_ system outdoor air provided < ; J 135%of the required minimum ;outdoor air rate, b) dampers, ductwork, and controls allow the system to supply<=the j required minimum outdoor air rate with a single set-point ,adjustment., or c)system ; includes exhaust air energy 4 recovery complying with Section ; X6.5.6.1. ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher, Page 29 of 45 Island 5-13-18 Revl COMcheck.cck Section" # : -1n PlanMechanical•Rough s '7 Verified Complies? Comments/Assumptions -inspection ue &"Re : D 6.5.3.7 lRequired minimum outdoor air ❑Complies !Exception: Requirement [ME10WWAMtd1iAtIwJarger of minimum ❑Does Not ;a'bkp p(I'1)765-1802 5437 oRdltdrate or minimum Fax(631)765-9502 �chay�{{ r rate required by ❑Not Observable 6 P*6',,,g 62.1, Standard 170;or y� ®Not Applicable Southold WikW1-@8J@s or accreditation O ; ;standards.Outdoor air ventilation systems shall comply with one of ' ;the following:a)design minimum ;system outdoor air provided < x ,,135%of the required minimum BUILDING DE�?ARTMENT i outdoor air rate, b) dampers, TOWN'OF SOUTHOLD ;ductwork, and controls allow the system to supply<=the 6 ,required minimum outdoor air ; gate with a single set-point j adjustment., or c)system ; includes exhaust air energy j recovery complying with Section 6.5.6.1. 6.5.3.7 yRequired minimum outdoor air ; .• ❑Complies ;Exception: Requirement [ME109]2 Irate is the larger of minimum []Does Not ;does not apply. ;outdoor air rate or minimum ;exhaust air rate required by ❑Not Observable IStandard 62.1, Standard 170,or } MNotApplicable lapplicable codes or accreditation ;standards. Outdoor air ventilation ; ?systems shall comply with one of 'r;the following: a)design minimum system outdoor air provided < a135%of the required minimum outdoor air rate, b)dampers, ;ductwork, and controls allow the system to supply<=the required minimum outdoor air rate with a single set-point Jadjustment.,or c)system n includes exhaust air energy recovery complying with Section X6.5.6.1. 6.5.3.7 ',Required minimum outdoor air ❑Complies ;Exception: Requirement [ME109]2 )rate is the larger of minimum ❑Does Not does not apply. outdoor air rate or minimum exhaust air rate required by ❑Not Observable ,Standard 62.1, Standard 170,or „ INNot Applicable ; "applicable codes or accreditation standards. Outdoor air ventilation , ;systems shall comply with one of 1the following: a)design minimum ;system outdoor air provided < ' , 1135%of the required minimum outdoor air rate, b)dampers, ductwork, and controls allow the ; ;system to supply<=the G required minimum outdoor air rate with a single set-point . adjustment., or c)system includes exhaust air energy recovery complying with Section X6.5.6.1. 1 I High Impact(Tier 1) 21 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fishes Page 30 of 45 Island 5-13-18 Revl COMcheck.cck Section MechanicalRou h-In Plans Verified .# 9sComplies? Comments/Assumptions & Re :ID Inspection ly ue 6.5.3.7 ;Required minimum outdoor air ❑Complies ;Exception: Requirement [ME1=Wri9Wihkt1W arger of minimum ❑Does Not iFi$l*1)765-1802 5437� wit,lfdrate or minimum N ❑Not Observable Fax(631)765-9502 I�c haZr rate required by P'0(10Y(62.1 Standard 170, or �Q� ®Not Applicable Southold;� ; ljdMA-Ms or accreditation 0K standards.Outdoor air ventilation y�OUNT`I,� )systems shall comply with one of ,the following:a)design minimum system outdoor air provided < 135%of the required minimum 'BUILDING DEPARTMENT outdoor air rate, b)dampers, OWN OF SOUTHOLD ;ductwork,and controls allow the system to supply<=the required minimum outdoor air !rate with a single set-point + ; ;adjustment., or c)system includes exhaust air energy j recovery complying with Section ; ;6.5.6.1. ; 6.5.3.7 ~Required minimum outdoor air ❑Complies ;Exception: Requirement [ME109]2 ;rate is the larger of minimum ❑Does Not ;does not apply. }outdoor air rate or minimum []Not Observable exhaust air rate required by {Standard 62.1, Standard 170,or ®Not Applicable ;applicable codes or accreditation standards.Outdoor air ventilation )systems shall comply with one of 4the following:a)design minimum system outdoor air provided < '- )135%of the required minimum i,,outdoor air rate, b) dampers, 1cluctwork,and controls allow the t. ksystem to supply<=the ; required minimum outdoor air rate with a single set-point ; adjustment.,or c)system ; includes exhaust air energy recovery complying with Section )6.5.6.1. 6.5.3.7 )Required minimum outdoor air ; ❑Complies :Exception: Requirement [ME109]2 rate is the larger of minimum ❑Does Not ;does not apply. outdoor air rate or minimum ; ",exhaust ❑Not Observable air rate required by Standard 62.1, Standard 170, or DQNot Applicable ;applicable codes or accreditation tstandards. Outdoor air ventilation Q ; systems shall comply with one of the following: a)design minimum ,system outdoor air provided < 135%of the required minimum ;outdoor air rate, b)dampers, ductwork,and controls allow the {system to supply<=the required minimum outdoor air rate with a single set-point adjustment.,or c)system s r includes exhaust air energy recovery complying with Section ?6.5.6.1, 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher Page 31 of 45 Island 5-13-18 Revl COMcheck.cck Section` Mechanical Rough-In Plans Verified Complies. Comments/Assumptions &Re4•ID 'Inspection jy lue 6.5.3.7 ;Required minimum outdoor air S❑Complies :Exception: Requirement [MEift)'n I&H iMheAarger of minimum ❑Does Not ;"ScWhatvao °)765-1802 5437'9gt&cR(Wgrate or minimum ; Fax(631)765-9502 � y��tlgir rate required by G Q ❑Not Observable P.O, a^nddardd""62.1 Standard 170,or � �p ®Not Applicable Southold,l��'plliAYR &s or accreditation 0 ';standards. Outdoor air ventilation IyCOU(�!�� ; systems shall comply with one of the following: a)design minimum 1 system outdoor air provided < 135%of the required minimum BUILDING DEPARTMENT outdoor air rate, b)dampers, 1r6WN OF SOUTHOLD ; ductwork, and controls allow the system to supply<=the ;required minimum outdoor air : rate with a single set-point 1 adjustment., or c)system ; includes exhaust air energy 2 recovery complying with Section : °6:5.6.1. 6.5.3.7 Required minimum outdoor air ; ❑Complies ;Exception: Requirement [ME109]2 rate is the larger of minimum ❑Does Not ;does not apply. outdoor air rate or minimum exhaust air rate required by []Not Observable Standard 62.1, Standard 170,or INNot Applicable : applicable codes or accreditation a 5 standards.Outdoor air ventilation ; ;systems shall comply with one of °the following:a)design minimum Isystem outdoor air provided < 135%of the required minimum outdoor air rate, b) dampers, 'ductwork,and controls allow the rsystem to supply<=the required minimum outdoor air ,'rate with a single set-point ! r ;adjustment.,or c)system ; r includes exhaust air energy ?,recovery complying with Section ),6.5.6.1. 9 : 6:5:3.7 Required minimum outdoor air ❑Complies ;Exception: Requirement [ME109]2 ¢rate is the larger of minimum ❑Does Not :does not apply. ,outdoor air rate or minimum i exhaust air rate required by ❑Not Observable ±Standard 62.1, Standard 170, or ®Not Applicable tapplicable codes or accreditation b standards. Outdoor air ventilation ;systems shall comply with one of f : the following:a)design minimum ;system outdoor air provided < 1135%of the required minimum outdoor air rate, b) dampers, ductwork,and controls allow the ±system to supply<=the j required minimum outdoor air ; gate with a single set-point adjustment., or c)system ;includes exhaust air energy recovery complying with Section 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 32 of 45 Island 5-13-18 Rev1 COMcheck.cck Section Mechanical Rough-ln Plans Verified , # P �� Complies. Comments/Assumptions &Re ID Inspection: ;'„ �y' lue q• 6.5.3.7 Required minimum outdoor air '`- O []Complies ;Exception: Requirement [MElft 'diafth"arger of minimum ❑Does Not 84i®E�@�i )765-1802 54375 @04[i<i9gZc d rate or minimum Fax(631)765-9502 co- ❑Not Observable P Oj iy�§f��ir rate required by G Q a^ndar 62.1 Standard 170,or • y'4 DgNot Applicable Southo]d, ph��& s or accreditation Ol 'rN ,standards.Outdoor air ventilation y�OUNT1,Nc� ,systems shall comply with one of . the following:a)design minimum ;system outdoor air provided < 135%of the required minimum BUILDING DEPARTMENT: ; 11"outdoor air rate, b) dampers, OWN OF SOUTHOLD` pductwork, and controls allow the system to supply<=the > required minimum outdoor air gate with a single set-point adjustment., or c)system ; sincludes exhaust air energy recovery complying with Section 6.5.6.1. 6.5.3.7. sRequired minimum outdoor air []Complies ;Exception: Requirement [ME-10911 r rate is the larger of minimum a []Does Not ;does not apply. outdoor air rate or minimum exhaust air rate required by []Not Observable ;Standard 62.1, Standard 170;or a INotApplicable ;applicable codes or accreditation standards. Outdoor air ventilation systems shall comply with one of ; the following: a)design minimum system outdoor air provided < 135%of the required minimum outdoor air air rate, b)dampers, ?ductwork, and controls allow the ,system to supply<=the required minimum outdoor air ; gate with a single set-point ,adjustment.,or c)system ; includes exhaust air energy j recovery complying with Section j6.5.6.1. 6.5.3.7 ;Required minimum outdoor air [ Complies ;Exception: Requirement [ME109]2 :'rate is the-larger of minimum ;. ,' ❑Does Not :does not apply. outdoor air rate or minimum exhaust air rate required by ❑Not Observable {Standard 62.1, Standard 170, or ®Not Applicable ,applicable codes or accreditation standards.Outdoor air ventilation ; 'systems shall comply with one of ; the following: a)design minimum system outdoor air provided < ; +135%of the required minimum r 5outdoor air rate, b)dampers, ductwork, and controls allow the .,system to supply<=the t �required minimum outdoor air S rate with a single set-point adjustment.,or c)system Includes exhaust air energy ; recovery complying with Section ; X6,5,6,1. 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 33 of 45 Island 5-13-18 Revl COMcheck.cck Section MechanicalAough-In. . .Plans Verified # U lue Complies. Comments/Assumptions • Inspection_ �' &.Req.ID /y 6,5.3.7 ;Required minimum outdoor air !` ❑Complies ;Exception: Requirement [ME1Q4d]dvri 1 i�ltheadarger of minimum ❑Does Not ;8el�hohe,�¢8�71)765-1802 5437�9RW%,08rate or minimum []Not Observable Fax(631)765-9502 hat4h� 1�,a$ir rate required by _ y , P D td 462.1, Standard 170, or q♦ �Q ®Not Applicable ; Southold,XiYpad9ffk-@mss or accreditation standards.Outdoor air ventilation COUn l'► ; ',systems shall comply with one of the following:a)design minimum system outdoor air provided < 1135%of the required minimum BUILDING DEPARTMENT outdoor air rate, b) dampers, OWN OF SOUTHOLD 'ductwork,and controls allow the system to supply<=the required minimum outdoor air rate with a single set-point I adjustment., or c)system 4 includes exhaust air energy grecovery complying with Section . 6.5.6.1. 6.5.3.7 ;Required minimum outdoor air ❑Complies ;Exception: Requirement [ME109]2 rate is the larger of minimum ❑Does Not ;does not apply. outdoor air rate or minimum }exhaust air rate required by ❑Not Observable ;Standard 62.1, Standard 170, or EKNot Applicable aapplicable codes or accreditation standards.Outdoor air ventilation systems shall comply with one of Ithe following: a)design minimum F ,system outdoor air provided < ; 5'135%of the required minimum ;outdoor air rate, b)dampers, ductwork,and controls allow the e ,.system to supply<=the required minimum outdoor air If rate with a single set-point ;adjustment., or c)system i includes exhaust air energy 1 recovery complying with Section k6.5.6.1. 6.5.3.7 r Required minimum outdoor air ;" ❑Complies :Exception: Requirement [ME109]2 s rate is the larger of minimum ❑Does Not ;does not apply. ?outdoor air rate or minimum tiexhaust air rate required by K ❑Not Observable Standard 62.1, Standard 170, or ;, NNOtApplicable applicable codes or accreditation standards.Outdoor air ventilation ;systems shall comply with one of tithe following:a)design minimum system outdoor air provided < { 135%of the required minimum ..: outdoor air rate, b) dampers, Iductwork,and controls allow the system to supply<=the required minimum outdoor air Irate with a single set-point adjustment.,or c)system ; includes exhaust air energy ; recovery complying with Section (6.5.6.1. 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher Page 34 of 45 Island 5-13-18 Rev1 COMcheck.cck Section Mechanical Roug°h-In ,Plans I d Verified # y Complmmen Complies? Cots/Assumptions & Re .ID Inspection. �l lue 6.5.3.7 ;;Required minimum outdoor air A, . Q. ❑Complies ;Exception: Requirement [ME1Q'ii 3W A:thadarger of minimum ❑Does Not ', o hoti®( J 765-1802 5437 RIR 444446 6 rate or minimum . Fax(631)765-9502 2 gay,, it rate required by cn ❑Not Observable P 0� 1462.1, Standard 170,or COQ NNot Applicable Southold, Ypp&96l1eQ%%s or accreditation O }standards.Outdoor air ventilation systems shall comply with one of ;the following:a)design minimum_ (system outdoor air provided < `135%of the required minimum BUILDING DEPARTMENT ;outdoor air rate, b) dampers, OWN OF SOUTHOLD ductwork,and controls allow the 5 system to supply<=the 'required minimum outdoor air _. j rate with a single set-point ;adjustment., or c)system g -includes exhaust air energy ;recovery complying with Section ; 6.5.6.1. 6.5.3.7 sRequired minimum outdoor air []Complies ;Exception: Requirement [ME109]2 ;rate is the larger of minimum apply. ❑Does Not does not I outdoor air rate or minimum 'exhaust air rate required by ❑Not Observable ;Standard 62.1, Standard 170, or NNot Applicable applicable codes or accreditation standards.Outdoor air ventilation systems shall comply with one of the following: a)design minimum 1 ;system outdoor air provided < i-1135%of the required minimum outdoor air rate, b)dampers, ; ductwork, and controls allow the ?,system to supply<=the required minimum outdoor air ; rate with a single set-point P adjustment., or c)system ; includes exhaust air energy ;recovery complying with Section X6.5.6.1. ' 6.5.3.7 ';Required minimum outdoor air []Complies ;Exception: Requirement [ME109]2 r rate is the larger of minimum []Does Not does not apply. outdoor air rate or minimum ❑Not Observable exhaust air rate required by 'Standard 62.1, Standard 170, or NNot Applicable f ';applicable codes or accreditation k standards.Outdoor air ventilation' ; 'systems shall comply with one of the following:a)design minimum ;system outdoor air provided < ; 1,135%of the required minimum outdoor air rate, b)dampers, ;ductwork, and controls allow the ; system to supply<=the required minimum outdoor air rate with a single set-point ;adjustment., or c)system includes exhaust air energy recovery complying with Section 6.5.3.3. . ,,Multiple zone'VAV systems with ❑Complies ;Exception: Requirement [ME42]3„ DDC of individual zone boxes ❑Does Not does not apply. 1 have static pressure setpoint i reset controls. ❑Not Observable ;see the Mechanical Systems list Not Applicable ;for values. 1. High Impact(Tier 1) 2 Medium Impact(Tier 2) _3 I Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\I,ES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher! Page 35 of 45 Island 5-13-18 Rev1 COMcheck.cck Section Mechanical Rough-in Plans Verified ' # Complies. Comments/Assumptions & Re 4•ID Inspection. ly lue 6.5.3.3,• "„Multiple zone VAV systems with h Q ❑Complies ;Exception: Requirement [ME42*v4ffWAfnMi4vidual zone boxes ❑Does Not :Tojqphotiq OW)765-1802 54375 ' sl;&Aflpressure setpoint Fax(631)765-9502 set rots, ❑Not Observable See the Mechanical Systems list P.O Wox ld° co-G ' Q C4NotApplicable ;for values. 6. IAbVeWVW o AV systems with ❑Complies Exception: Requirement [ME42]3,,, DDC of individual zone boxes y�OUMY,� ❑Does Not ;does not apply. have static pressure setpoint ; reset controls. ❑Not Observable ;See the Mechanical Systems list C4Not Applicable ;for values. 6.5.3.3 Multiple zone VAV systems with ❑Complies ;Exception: Requirement [ME42]3','. DDC of individual zone.boxes OWN OF SOUTHOLD ❑Does Not ;does not apply. have static pressure setpoint ❑Not Observable ' reset controls. ;See the Mechanical Systems list i RNot Applicable ;for values. 6:5.3.3 . Multiple zone VAV systems with ❑Complies ;Exception: Requirement [ME42]3 DDC of individual zone boxes + ❑Does Not ;does not apply. have static pressure setpoint ' reset controls. ❑Not Observable ;See the Mechanical Systems list : ®Not Applicable ;for values. 6.5.3:3 Multiple zone VAV systems with ❑Complies ;Exception: Requirement [ME42]3. DDC of individual zone boxes7 ❑Does Not ;does not apply. have static pressure setpoint ❑Not Observable y }reset controls. ,See the Mechanical Systems list ILKNot Applicable ;for values. 6:5.3:3 'Multiple zone VAV systems with El Complies :Exception: Requirement [ME42]3: DDC of individual zone boxes ❑Does Not ;does not apply. have static pressure setpoint reset controls. ❑Not Observable ;See the Mechanical Systems list ; C4Not Applicable ;for values. 6.5.3.3 Multiple zone VAV systems with ❑Complies ;Exception: Requirement [ME42]3.. DDC of individual zone boxes ❑Does Not does not apply. ;have static pressure setpoint []Not Observable ' reset controls. ;See the Mechanical Systems fist WNot Applicable ;for values. 6.5.3:3 Multiple zone VAV systems with ❑Complies ;Exception: Requirement [ME42]3 '' DDC of individual zone boxes ❑Does Not ;does not apply. have static pressure setpoint ❑Not Observable : reset controls. ;°• ' ,See the Mechanical Systems list ' INNot Applicable ;for values. 6.5.3.3 • .."y Multiple zone VAV systems with ,' ❑Complies :Exception: Requirement [ME42]3 '''DDC of individual zone boxes ❑Does Not ;does not apply. have static pressure setpoint ❑Not Observable ; reset controls. ` See the Mechanical Systems list ®Not Applicable ;for values. 6.5.3:3„''. Multiple zone VAV systems with : ❑Complies ;Exception: Requirement [ME42]3, DDC of individual zone boxes ❑Does Not ;does not apply. have static pressure setpoint ❑Not Observable J reset controls. ,See the Mechanical Systems list ®Not Applicable ;for values, 6.5.3.3 ;Multiple zone VAV systems with ❑Complies :Exception: Requirement [ME42]3:", DDC of individual zone boxes ❑Does Not does not apply. have static pressure setpoint reset controls. []Not Observable ;See the Mechanical Systems list : INotApplicable ;for values. 6:53.3 . `Multiple zone VAV systems with ❑Complies ;Exception: Requirement [ME42]3 DDC of individual zone boxes ❑Does Not ;does not apply. p;,have static pressure setpoint ❑Not Observable ' (reset controls. ;See the Mechanical Systems list y NNot Applicable ;fur values. ,6:5.3.3 rMultiple zone VAV systems with ❑Complies ;Exception: Requirement [ME42]3 :"DDC of individual zone boxes ❑Does Not ;does not apply. have static pressure setpoint []Not Observable ' ,reset controls. ;See the Mechanical Systems list Not Applicable ;for values. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 36 of 45 Island 5-13-18 Revl COMcheck.cck Section Mechanical Rough-In Plans Verified' # �� ,Complies. Comments/Assumptions &Req.ID .Inspection ry lue. 6.5.3:3 Multiple zone VAV systems with !` ® ❑Complies :Exception: Requirement [ME42W TOtAft Ovidual zone boxes ❑Does Not 765-1802 5'4371 M81h1@pressure setpoint ; Fax(631)765-9502 t cols, u� ac ❑Not Observable ;See the Mechanical Systems list P`•0 �� i4 G O �1Not Applicable ;for values. 6. .W. ,MIAR67TORTAv systems with ❑Complies :Exception: Requirement [ME42]3.,°LDDC of individual zone boxes COUMy,O ❑Does Not ;does not apply. l have static pressure setpoint ❑Not Observable reset controls. See the Mechanical Systems list ' NNotApplicable ;for values. 6.53.3 Multiple zone VAV systems with OWN OF SOUTHOLD ❑Complies :Exception: Requirement [ME42]3 aDDC of individual zone boxes ❑Does Not ;does not apply. have static pressure setpoint ;. ❑Nat Observable reset controls. See the Mechanical Systems list WNotApplicable ;for values. 6.5.3.3 ,; I Multiple zone VAV systems with ❑Complies :Exception: Requirement [ME42]3 DDC of individual zone boxes ❑Does Not ;does not apply. have static pressure setpoint reset Controls. ❑Not Observable See the Mechanical Systems list IRNotApplicable ;for values. 6.5.13 Multiple zone VAV systems with E ❑Complies ;Exception: Requirement [ME42]3 DDC of individual zone boxes ❑Does Not ;does not apply. have static pressure setpoint ❑Not Observable reset controls. See the Mechanical Systems list ®Not Applicable ;for values. 6.5.3.3 Multiple zone VAV systems with ❑Complies :Exception: Requirement [ME42]3 'LDDC of individual zone boxes ❑Does Not ;does not apply. r"I have static pressure setpoint ; I reset controls. ; ' ❑Not Observable ;See the Mechanical Systems list ;• DgNot Applicable ;for values. ' Multiple zone VAV systems with ; ❑Complies ;Exception: Requirement [ME42]3 jDDC of individual zone boxes ❑Does Not ;does not apply. have static pressure setpoint ❑Not Observable }reset controls. See the Mechanical Systems list y ®Not Applicable ;for values. 6:5.3.3 ' `'Multiple zone VAV systems with ❑Complies :Exception: Requirement [ME42]3:"`. DDC of individual zone boxes []Does Not ;does not apply. have static pressure setpoint ,1 reset controls. []Not Observable ;See the Mechanical Systems list DgNot Applicable ;for values. 41 6:5:3.3 ,Multiple zone VAV systems with []Complies ;Exception: Requirement [ME42]3 ''i DDC of individual zone boxes []Does Not does not apply. have static pressure setpoint ' reset controls. []Not Observable ;See the Mechanical Systems list ®Not Applicable ;fur values. 6.5:3:3, i Multiple zone VAV systems with ❑Complies ;Exception: Requirement [ME42]3, DDC of individual zone boxes ❑Does Not f does not apply. have static pressure setpoint reset controls. []Not Observable ;See the Mechanical Systems list t ®Not Applicable ;for values. 6:5.3.3 iMultiple zone VAV systems with ❑Complies ;Exception: Requirement [ME42]3 DDC of individual zone boxes > ❑Does Not :does not apply. ti have static pressure setpoint ' s ❑ reset controls. Not Observable ;See the Mechanical Systems list i ®Not Applicable ;for values. 6.5:3.3 . Multiple zone VAV systems with ❑Complies :Exception: Requirement '[ME42]3' iDDC of individual zone boxes x ❑Does Not ;does not apply. have static pressure setpoint i reset controls. ❑ryyNot Observable ;See the Mechanical Systems list NNotApplicable ;for values. 6.5.3.3 .` a Multiple zone VAV systems with, ❑complies :Exception: Requirement [ME42]3', ;i DDC of individual zone boxes ❑Does Not does not apply. have static pressure setpoint ❑Not Observable ' reset controls. ;See the Mechanical Systems list KNot Applicable ;for values. 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3.. Low impact(Tier 3) Project Title: - Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher Page 37 of 45 Island 5-13-18 Rev1 COMcheck.cck Section MechanicalRough-In plans Verified. , ,* - - Complies.• Comments/Assumptions & Re ID. . Inspection.:. . �y lue q. 6:5:3.3• Multiple zone VAV systems with Q ❑Complies ;Exception: Requirement [ME42]3wr EWAh[aidvidual zone boxes ❑Does Not ;TolvhotieO04)765-1802 5437AA ,oft ipressure setpoint ; Fax(631)765-9502 I set cols. N ❑Not Observable ;See the Mechanical Systems list P.oS Wox I" G Q � 4 , RNotApplicable ,for values. 6. O >'I I ' - AV systems with �'. ❑Complies ;Exception: Requirement [ME42]3, n°IDDC of individual zone boxesCQUa� ❑Does Not ;does not apply. have static pressure setpoint I reset controls. ❑Not Observable :See the Mechanical Systems list INNot Applicable ;for values. 6.53.3,."'. Multiple zone VAV systems with BUILDINGDEPARTMEN7 ❑Complies !Exception: Requirement [ME42]3''' DDC of individual zone boxes lrowN OF SOUTHOLD ❑Does Not ;does not apply. have static pressure setpoint reset controls. ❑Not Observable See the Mechanical Systems list J$INot Applicable ;for values. 6:5.3.3 I Multiple zone VAV systems with P ❑Complies :Exception: Requirement [ME42]3,:,lDDC of individual zone boxes ❑Does Not ;does not apply. Fhave static pressure setpoint ; reset controls, ; []Not Observable ;See the Mechanical Systems list ®Not Applicable ;for values. 6.5.3.3 ,(Multiple zone VAV systems with ❑Complies ',Exception: Requirement [ME42]3°'; IDDC of individual zone boxes ;. ❑Does Not does not apply. I have static pressure setpoint ❑ reset controls. Not Observable See the Mechanical Systems list NNotApplicable ;for values. 6.5.3.3' I Multiple zone VAV systems with []Complies ;Exception: Requirement [ME42]3, AADDC of individual zone boxes ❑Does Not does not apply. I have static pressure setpoint reset controls. ❑Not Observable :See the Mechanical Systems list RgNotApplicable ;for values. 6.5.4.°2 HVAC pumping systems with >= ❑Complies ;Exception: Requirement [ME25]3 ".` 3 control values designed for ❑Does Not ;does not apply. ;variable fluid flow (see section ; a details). ❑Not Observable NNot Applicable ; 6.5.6.1 ;Exhaust air energy recovery on ❑Complies ;Exception: Requirement [ME56]1 ;systems meeting Tables 6.5.6,1- i ❑Does Not ;does not apply. 1,and 6,5.6.1-2. ;. ❑�r,Not Observable ' NNot Applicable 6,5.7.1 ;Conditioned supply air to space EgComplies ;Requirement will be met. [ME160]2 ;with mechanical exhaust<=the ❑Does Not greater of criteria of supply flow, required ventilation rate, exhaust []Not Observable ;flow minu the available transffer []Not Applicable air(see section details). i 6.5.7.1 ;Conditioned supply air to space Complies ;Exception: Requirement [ME100]2 5,with mechanical exhaust<=the ❑Does Not ;does not apply. ;greater of criteria of supply flow, 1 []Not Observable !required ventilation rate, exhaust fl. ;flow minu the available transffer ❑Not Applicable ;air(see section details). P" 6.5.7.1 N"Conditioned supply air to spaces CjComplies ;Requirement will be met. [ME100]2 ;with mechanical exhaust<=the r ❑Does Not 'required of criteria of supply flow, ❑Not Observable ' required ventilation rate, exhaust ;flow minu the available transffer ❑Not Applicable lair(see section details). 6.5.7.1 Conditioned supply air to space Complies :Requirement will be met. [ME100]2 'with mechanical exhaust<=the ❑Does Not greater of criteria of supply flow, ; ;required ventilation rate, exhaust ❑Not Observable 4flow minu the available transffer ❑Not Applicable _lair(see section details). 1 I High Impact(Tier 1) 2_ Medium Impact(Tier 2) _3: Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher Page 38 of 45 Island 5-13-18 Rev1 COMcheck.cck Section Mechanical Rough-in Plans Verified # 9 U Complies? Comments/Assumptions q• - & Re ID Inspection,'. �y lue 6.5.7.1 +Conditioned supply air to space nComplies ;Requirement will be met. [ME1CftJW WhII Amal3anical exhaust<=the ❑Does Not :Telephone(631)765-1802 5.437 >ti ka&driteria of supply flow, Fax(631)765-9502 ��ggqqu�i s��yentilation rate, exhaust y� ❑Not Observable P.0 the available transffer �p� ❑Not Applicable Southold,''Wi (1 W,4406R details). ' 6.5.7.1' 1 Conditioned supply air to space U Complies :Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not ,',greater of criteria of supply flow, ;required ventilation rate, exhaust ❑Not Observable 'flow minu the available transffer BUILDING DEPARTMENT ❑Not Applicable $air(see section details). TOWN OF; SOUTHOLD 6.5.7.1 jConditioned supply air to space ®Complies ;Requirement will be met. [ME100]2 ;with mechanical exhaust<=the ❑Does Not ,greater of criteria of supply flow, required ventilation rate, exhaust ❑Not Observable flow minu the available transffer ❑Not Applicable f air(see section details). 6.5.7.1 Conditioned supply air to space Mcomplies ;Requirement will be met: [ME100]2 -with mechanical exhaust<=the ❑Does Not ' greater of criteria of supply flow, $required ventilation rate, exhaust ; []Not Observable ?flow minu the available transffer []Not Applicable a , air(see section details). 6.5.7.1 Conditioned supply air to space XComplies ;Requirement will be met. [ME100]2 M1with mechanical exhaust<=the : ❑Does Not greater of criteria of supply flow, t required ventilation rate, exhaust ❑Not Observable rflow minu the available transffer ❑Not Applicable ;air(see section details). ' 6.5.7,1 ;;Conditioned supply air to space Complies :Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not 11 greater of criteria of supply flow, required ventilation rate, exhaust ❑Not Observable ;flow minu the available transffer ❑Not Applicable .air(see section details). 6.5.7.1 ;Conditioned supply air to space MComplies ;Requirement will be met. [ME100]2 '.with mechanical exhaust<=the []Does Not ;greater of criteria of supply flow, ; prequired ventilation rate, exhaust []Not Observable :flow minu the available transffer []Not Applicable fair(see section details). : 6.5.7.1 Conditioned supply air to space ®Complies ;Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not r greater of criteria of supply flow, ; required ventilation rate, exhaust ; ❑Not Observable r flow minu the available transffer ❑Not Applicable 'air(see section details). 6.5.7.1 Conditioned supply air to space ®Complies ;Requirement will be met. [ME100]2 )with mechanical exhaust<=the ❑Does Not 1 greater of criteria of supply flow, required ventilation rate, exhaust ❑Not Observable flow minu the available transffer ❑Not Applicable : air(see section details). 6.5.7.1 ;Conditioned supply air to space DQComplies ;Requirement will be met. [ME100]2 ;with mechanical exhaust<=the ❑Does Not ,greater of criteria of supply flow, ?required ventilation rate, exhaust ❑Not Observable flow minu the available transffer ❑Not Applicable ;air(see section details). 1 I High Impact(Tier 1) 1_2J Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 39 of 45 Island 5-13-18 Revl COMcheck.cck section Mechanical Rough-In Plans Verified # Complies. . :Com ments/Assumptions 4• & Re ID Inspection jy lue 6.5.7.1 ;Conditioned supply airto space h,. Q Complies ;Requirement will be met. [MEWWr MH Amattanical exhaust<=the . []Does Not Telephone(631)765-1802 5437AgW�®ji&riteria of supply flow, N Fax 631 765-9502 ;r��ui s��yentilation rate, exhaust []Not Observable ( ) P.O',WO4P�rl�i the available transffer ❑Not Applicable Southold, (�bQ%je@@5@ details). ' 6.5.7.1 ;Conditioned supply air to space =�� Complies ;Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not greater of criteria of supply flow, ' d required ventilation rate, exhaust ❑Not Observable 'flow minu the available transffer BUILDING DEPARTMENT ❑Not Applicable ; air(see section details). rowN OF SOUTHOLD 6.5.7.1Conditioned supply air to space 14Complies :Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not greater of criteria of supply flow, ' []Not Observable required ventilation rate, exhaust 'flow minu the available transffer ❑Not Applicable ; air(see section details). 6.5.7.1 jConditioned supply air to space TgComplies ;Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not greater of criteria of supply flow, ; ¢required ventilation rate, exhaust ; []Not Observable ,flow minu the available transffer ❑Not Applicable ,air(see section details). 6.5.7.1 Conditioned supply air to space Complies ;Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not ;greater of criteria of supply flow, required ventilation rate, exhaust ❑Not Observable ]flow minu the available transffer ❑Not Applicable ; air(see section details). ; 6.5.7.1 ;Conditioned supply air to space f$IComplies :Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not greater of criteria of supply flow, ; required ventilation rate, exhaust ; ❑Not Observable ;flow minu the available transffer []Not Applicable k air(see section details). 6.5.7.1 ';Conditioned supply air to space ®Complies ;Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not greater of criteria of supply flow, ❑Not Observable ; required ventilation rate, exhaust ,flow minu the available transffer ❑Not Applicable fair(see section details). ; 6.5.7.1 Conditioned supply air to space ®Complies ;Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not h greater of criteria of supply flow, required ventilation rate, exhaust ❑Not Observable flow minu the available transffer ❑Not Applicable pair(see section details). ; 6.5.7.1 ,Conditioned supply air to space ®Complies ;Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not greater of criteria of supply flow, c irequired ventilation rate, exhaust ❑Not Observable ,flow minu the available transffer j ❑Not Applicable ; !air(see section details). 6.5.7.1 Conditioned supply air to space [4Complies ;Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not greater of criteria of supply flow, ; []Not Observable required ventilation rate, exhaust flow minu the available transffer ❑Not Applicable air(see section details). 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) ._3 1 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Tea•m TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher., Page 40 of 45 Island 5-13-18 Revl COMcheck.cck Sect! h-In Plans 9on Mechanical Rou Verified # Complies? . Comments/Assumptions & Re .ID Inspection.: �y lue 6.5.7.1 ;Conditioned supply air to space O Complies :Requirement will be met. [ME1ftPn:Wit8 AW014anical exhaust<=the ❑Does Not Telephone(631)765-1802 54374 ❑Not Observable AgR&S6riteria of supply flow, y Fax(631)765-9502 �g ui Ventilation rate, exhaust P'0fYo4 � G the available transffer �p� ❑Not Applicable Southold,;a i 047sleIRM details). O ' 6.5.7.1 }'Conditioned supply air to space 91Complies ;Requirement will be met. [ME100]2 with mechanical exhaust<=the ❑Does Not greater of criteria of supply flow, required ventilation rate, exhaust []Not Observable !flow minu the available transffer BUILDING DEPARTMENT ❑Not Applicable air(see section details). TOWN OF SOUTHOLD 6.5.7.1 ;Conditioned supply air to space gkomplies ;Requirement will be met. [ME100]2 !with mechanical exhaust<=the []Does Not ggreater of criteria of supply flow, ; .required ventilation rate, exhaust []Not Observable hflow minu the available transffer ❑Not Applicable air(see section details). 6.5.7.1 ;Conditioned supply air to space ;" [4Complies ;Requirement will be met. [ME100]2 iwith mechanical exhaust<=the ❑Does Not ' greater of criteria of supply flow, k required ventilation rate, exhaust ; ❑Not Observable flow minu the available transffer ❑Not Applicable kair(see section details). ; 6.5.7.2.1 Kitchen hoods>5,000 cfm have ❑Complies ;Exception: Requirement [ME32]2 make up air>=50%of exhaust ❑Does Not does not apply. air volume. s ❑Not Observable IC4Not Applicable 6.5.7.2.4 .,Approved field test used to t4Complies ;Requirement will be met. [ME49]3 evaluate design airflow rates ❑Does Not ;and demonstrate proper capture i and containment of kitchen []Not Observable exhaust systems. j ❑Not Applicable 6.5.8.1 ;Unenclosed spaces that are ❑Complies ;Exception: Requirement [ME34]2 heated use only radiant heat. ❑Does Not ;does not apply. { ❑Not Observable PINot Applicable 6.4.3.9 iHeating for vestibules and air DOComplies ;Requirement will be met. [ME63]2 curtains with integral heating ❑Does Not Include automatic controls that shut off the heating system when ❑Not Observable outdoor air temperatures> 45F. ❑Not Applicable 1 BVestibule heating and cooling a ; systems controlled by a 1thermostat in the vestibule with 1 !heating setpoint <=60F and ;cooling setpoint>=80F. 6.5.10 ".1 Doors separating conditioned ❑Complies ;Exception: Space has no [ME7313 ';space from the outdoors have ❑Does Not :thermostat. controls that disable/reset i heating and cooling system when ❑Not Observable open. DgNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher Page 41 of 45 Island 5-13-18 Revl COMcheck.cck Section # Rough-in Electrical Inspection ` ��. Comments/Assumptions & Req.ID 8.4.2 ;At least 50%of all 125 volt 15-and O [EL100wn BWAAqu mceptacles are controlled by Telephone(631)765-1802 54375MaNtR60c control device. Fax(631)765-9502 P.O;Box 1179 Q ° I i ave electrical energy ; [EL11]2 n use measurement devices installed. �s 01 Where tenant spaces exist,each ; ;tenant is monitored separately. In ;❑Not O e buildings with a digital control system t❑Not Applicable ; tthe energy use is transmitted to to BWDING DEPARTMENT ;control system and displayed TOWN OF SOU'THOLD ;;graphically. ; 9.4.1.1 ;Automatic control requirements ;❑Complies ; [ELI]2 i prescribed in Table 9.6.1,for the ;❑Does Not "appropriate space type,are installed. ; ; Mandatory lighting controls(labeled ;❑Not Observable as'REQ')and optional choice controls ;❑Not Applicable ,(labeled as'ADDl'and 'ADD2')are implemented. 9.4.1.1 �,Independent lighting controls installed ;❑Complies ; [EL2]2 J'per approved lighting plans and all ;❑Does Not ;manual controls readily accessible and; ; Ivisible to occupants. ❑Not Observable; UNot Applicable ; 9.4.1.1f ;Daylight areas under skylights and ;❑Complies [EL13]1 roof monitors that have more than ;❑Does Not 150 W combined input power for ; general lighting are controlled by ;❑Not Observable photocontrols. :❑Not Applicable 9.4.1.3 ;Separate lighting control devices for ;❑Complies [EL4]1 ;specific uses installed per approved ;❑Does Not ;lighting plans. ; ❑Not Observable ❑Not Applicable ; 9.6.2 ;Additional interior lighting power ;❑Complies ; [EL8]1 ;allowed for special functions per the ❑Does Not ;approved lighting plans and is ❑Not Observable; ;automatically controlled and ; ;separated from general lighting. ❑Not Applicable 10.4,1 ;;Electric motors meet requirements ;NComplies ;Requirement will be met. [EL9]2 {where applicable. ;❑Does Not ;❑Not Observable; J '❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3_ Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher, Page 42 of 45 Island 5-13-18 Revl COMcheck.cck Section,. # Final Inspection oil UT- Comments/AssumptionsRe .ID6.4.3.1.2 ;Thermostatic controls have a 5 °F u ement will be met. 1FI3]3T0Wnp ld6�dT Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.OJBox 1179 $.Y . - ontrols have setpoint ; t overlap trice irement will be met. [FI20]3 ap restions. [M]Not O e ;❑Not Applicable ; 6.4.3.3.1 "HVAC systems equipped with at I nt will be met. [1712113 one automatic shutdown control. o�� ;❑Not Observable; ' ;❑Not Applicable '6.4.3.3.2 Setback controls allow automatic ;❑Complies ;Requirement will be met. [FI22]3 restart and temporary operation as ;❑Does Not required for maintenance. ❑Not Observable ❑Not Applicable ; 6.4.3.5 tHeat pump controls prevent ;❑Complies ;Requirement will be met. [0I5]3supplemental electric resistance heat ;❑Does Not from coming on when not needed. ; ❑Not Observable ;❑Not Applicable ; 6.4.3:5 Heat pump controls prevent ;❑Complies :Requirement will be met. [FI5]3 . supplemental electric resistance heat ;❑Does Not from coming on when not needed. ; i :❑Not Observable j ;❑Not Applicable ; 6.4.3.5• ,Heat pump controls prevent ;❑Complies ;Requirement will be met. [FI5]3. supplemental electric resistance heat ;❑Does Not from coming on when not needed. ; ❑Not Observable ;❑Not Applicable ; 6.4.3:5 Heat pump controls prevent ;❑Complies ;Requirement will be met. [95]3' '• supplemental electric resistance heat ;❑Does Not from coming on when not needed. T❑Not Observable ❑Not Applicable ' 6.4.3.5 ,Heat pump controls prevent ;❑Complies ;Requirement will be met. [F15]3. supplemental electric resistance heat :❑Does Not ;from coming on when not needed. ' ❑Not Observable ;❑Not Applicable ; 6.4.3.6. iWhen humidification and ;❑Complies ;Exception: Systems in zones requiring specific humidity levels [FI6]3 dehumidification are provided to a ;❑Does Not ;as approval by AHJ. zone,simultaneous operation is ; prohibited. Humidity control prohibits ;❑Not Observable the use of fossil fuel or electricity to ❑Not Applicable produce RH > 30%in the warmest ; zone humidified and RH <60%in the coldest zone dehumidified. ; 6.7.2.1 Furnished HVAC as-built drawings ;❑Complies ;Requirement will be met. [FI7]3 submitted within 90 days of system ;❑Does Not ;acceptance. ❑Not Observable; '❑Not Applicable ' 6.7.2.2 i Furnished O&M manuals for HVAC ;❑Complies ;Requirement will be met. [FI8]3 systems within 90 days of system ;❑Does Not acceptance. ;❑Not Observable ❑Not Applicable ; 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher, Page 43 of 45 Island 5-13-18 Rev1 COMcheck.cck Section # Final Inspection gip�icU,. _ Comments/Assumptions & Req.ID 6.7.2.3 ;An air and/or hydronic system u ement will be met. JF19]1Town,��xeport is provided for HVAC Telephone(631)765-1802 5437Msed ones>5,000 ft2 of o Fax(631)765-9502 P.O;t5oxi area. 6c D..9V4° VVAk42aAtQ8Ps`)rstems have been ; N e irement will be met. [FI10]1 :tested to ensure proper operation, ;calibration and adjustment of controls. ❑Not e ❑Not Applicable 8.7.1 'Furnished as-built drawings for [FI16]3 -electric power systems within 30 CW9YMkOtS0UtHUL D lofsystemacceptance. ; ❑Not Observable ;❑Not Applicable ' 8.7.2 'Furnished O&M instructions for ;❑Complies ; [FI17]3 systems and equipment to the ;❑Does Not ,building owner or designated representative. ❑Not Observable $ ;❑Not Applicable ; 9.2.2.3 ;Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what ;❑Does Not Js shown on the approved lighting ; plans,demonstrating proposed watts '❑Not Observable ;are less than or equal to allowed UNot Applicable I watts. ; 9.4.4 ;At least 75%of all permanently ;❑Complies [F120]1 installed lighting fixtures in dwelling ;❑Does Not units have>= 55 Im/W efficacy or a ❑Not Observable; >=45 Im/W total luminaire efficacy. ❑Not Applicable ; 10.4.3 ,,Elevators are designed with the ;❑Complies !Requirement will be met. [F[24]2 proper lighting,ventilation power,and ;❑Does Not standby mode. ; ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 I Medium Impact(Tier 2) -3. Low Impact(Tier 3) Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher Page 44 of 45 Island 5-13-18 Rev1 COMcheck.cck ho��pF SOUj�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q a �yevulm,��' BUILDING DEPARTMENT TOWN OF SOUTHOLD Project Title: Fishers Island Country Club Report date: 05/14/18 Data filename: G:\IES Projects\2016 Projects\Team TEM\16183 Fisher's Island VRF Redesign\Reports\PD Fisher: Page 45 of 45 Island 5-13-18 Revl COMcheck.cck System Checksums By Innovative Engineering Services, LLC HP-1 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/11 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 79/70194 OADB:Peaks I OADB: 9 SADB 53.8 75.7 Ra Plenum 75.6 69.4 Space Plenum Net Percent; Space Percent l Space Peak Coil Peak Percent Return 75.6 69.4 Sens.+Lat. Sens.+Lat Total Of Total: Sensible Of Total! Space Sens Tot Sens Of Total Ret/OA 76.4 54.6 Btu/h Btu/h Btu/h (%): Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0! 0 0 lSkylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 10,433 0 10,433 31 13,434 581 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 156 0 156 0; -635 -3 Glass/Door Cond -2,861 -2,861 12.42 Wall Cond 1,382 430 1,812 5 1,351 6! Wall Cond -3,139 -4,012 17.42 Cooling Heating Partition/Door 0 0 0 0 01 Partition/Door0 0 0.00 Diffuser 980 980 Floor 0 0 01 0 0 Floor 0 0 0.00 Terminal 980 980 Adjacent Floor 0 0 0 0 0 01 Adjacent Floor 0 0 0 Main Fan 980 980 Infiltration 0 0 0 i 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 11,972 430 12,402 37' 14,150 61 Sub Total=_> -6,000 -6,873 29.85 Nom Vent 240 240 Internal Loads I Internal Loads AHU Vent 240 240 Infil 0 0 Lights 1,465 366 1,832 5 1,465 6 Lights 0 0 0.00 MinStop/Rh 0 0 People 9,900 0 9,900 29 5,500 24 People 0 0 0.00 Return 980 980 Misc 1,832 0 1,832 5 1,832 8: Misc 0 0 0.00 Exhaust 240 240 Sub Total=_> 13,197 366 13,564 401 8,797 38i Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 189 -189 0 0 132 1 Ceiling Load -208 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 8,132 24: 0 0 Ventilation Load 0 -16,316 70.86 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 'Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0' 0 0 1 Exhaust Heat 163 -0.71 ENGINEERING CKS Exhaust Heat -149 -149 0i 'OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0; RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 24.5 24.5 Duct Heat Pkup 0 0 0: cfm/ft' 0.91 0.91 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 346.32 Supply Air Leakage 0 0 0; Supply Air Leakage 0 0.00 ft'/ton 379.42 Btu/heft' 31.63 -21.45 Grand Total==> 25,358 459 33,949 100.00 23,080 100.00 Grand Total==> -6,207 -23,026 100.00 11 No.People 22 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F 'F gr/Ib ft' (%) MBh cfm 'F °F Main Clg 2.8 34.0 22.9 980 76.8 63.9 68.5 53.8 52.1 55.5 Floor 1,073 Main Htg -23.0 980 54.6 75.7 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 2.8 34.0 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 793 68 9 Opt Vent 0.0 0 0.0 0.0 Ext Door 32 0 0 Total -23.0 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 1 of 23 System Checksums By Innovative Engineering Services, LLC HP-10 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:Peaks OADB: 9 SADB 37.4 105.1 Ra Plenum 76.5 67.5 Space Plenum Net Percent Space Percenti Space Peak Coil Peak Percent Return 76.5 67.5 Sens.+Lat. Sens.+Lat Total Of Total 1 Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.5 59.3 Btu/h Btu/h Btu/h (%); Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads i Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 01 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 01 Roof Cond 0 0 0.00 Glass Solar 2,833 0 2,833 9i 2,789 15: Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 1,545 0 1,545 5 1,863 10 Glass/Door Cond -13,521 -13,521 59.50 Cooling Heating Wall Cond 1,573 1,014 2,587 8. 1,474 8; Wall Cond -3,113 -5,134 22.60 Diffuser 446 446 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0. 0 01 Floor 0 0 0.00 Terminal 446 446 Adjacent Floor 0 0 0 00 0 Adjacent Floor 0 0 0 Main Fan 446 446 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 5,951 1,014 6,965 22: 6,125 33 Sub Total=_> -16,633 -18,655 82.10 Nom Vent 62 62 AHU Vent 62 62 Internal Loads Internal Loads Infil 0 0 Lights 799 200 999 3 s 799 4 Lights 0 0 0.00 MinStop/Rh 0 0 People 20,900 0 20,900 65 10,450 56i People 0 0 0.00 Return 446 446 Misc 853 0 853 3 853 5 Misc 0 0 0.00 Exhaust 62 62 Sub Total=_> 22,553 200 22,753 710.00 65 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 466 -466 0 0: 441 2:Ceiling Load -776 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 2,606 8. 0 0 Ventilation Load 0 -4,241 18.67 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 1 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: Ov/Undr Sizing 0 0 0.00 Ov/UndrSizing 0 0 Oi 0 0`Exhaust Heat 174 -0.77 ENGINEERING CKS Exhaust Heat -105 -105 0i 'OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0' Additional Reheat 0 0.00 %OA 14.0 14.0 Duct Heat Pkup 0 0 0: i cfm/ft2 0.46 0.46 Underflr Sup Ht Pkup 0 0; Underflr Sup Ht Pkup 0 0.00 cfm/ton 166.23 Supply Air Leakage 0 0 0: Supply Air Leakage 0 0.00 ft'/ton 363.52 Btu/heft' 33.01 -23.28 Grand Total=_> 28,970 643 32,219 100.00 18,669 100.001 Grand Total==> -17,409 -22,722 100.00 11 No.People 38 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBMB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F grAb ft' (%) MBh cfm °F °F Main Cig 2.7 32.2 19.8 446 77.5 64.7 71.5 37.4 37.1 32.2 Floor 976 Main Htg -22.7 446 59.3 105.1 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 Total 2.7 32.2 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 807 293 36 Opt Vent 0.0 0 0.0 0.0 Ext Door 231 0 0 Total -22.7 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 2 of 23 System Checksums By Innovative Engineering Services, LLC HP-10A Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/16 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADBNVB/HR: 83/72/99 OADB:Peaks OADB: 9 SADB 55.0 74.8 Ra Plenum 78.3 66.6 Space Plenum Net Percent Space Percent! Space Peak Coil Peak Percent Return 78.3 66.6 Sens.+Lat. Sens.+Lat Total Of Total' Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 79.0 58.5 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads ;Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0i Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0! 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 3,680 3,680 11 : 0 0 Roof Cond 0 -3,689 25.99 Glass Solar 4,975 0 4,975 15 4,975 29 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 261 0 261 1 261 1 !Glass/Door Cond -1,973 -1,973 13.90 Cooling Heating Wall Cond 747 202 949 3: 747 4 Wall Cond -1,169 -1,495 10.53 Diffuser 784 784 Partition/Door 0 0 0 0 0 i Partition/Door 0 0 0.00 Floor 0 0 OT 0 0! Floor 0 0 0.00 Terminal 784 784 Adjacent Floor 0 0 0 0 0 0! Adjacent Floor 0 0 0 Main Fan 784 784 Infiltration 0 0 0; 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 5,983 3,881 9,864 30: 5,983 34 Sub Total=_> -3,142 -7,157 50.43 Nom Vent 110 110 AHU Vent 110 110 Internal Loads Internal Loads Infil 0 0 Lights 0 0 0 0: 0 0 Lights 0 0 0.00 MinStop/Rh 0 0 People 20,900 0 20,900 63 10,450 60 People 0 0 0.00 Return 784 784 Misc 0 0 0 0 0 0! Misc 0 0 0.00 Exhaust 110 110 Sub Total=_> 20,900 0 20,900 63 10,450 601 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 1,016 -1,016 0 0 1,016 6 Ceiling Load -1,051 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 2,583 81 0 0 Ventilation Load 0 -7,451 52.50 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0! 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 415 -2.92 ENGINEERING CKS Exhaust Heat 401 401 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0i RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 14.0 14.0 Duct Heat Pkup 0 0 0' cfm/ft= 0.80 0.80 Underflr Sup Ht Pkup 0 0i Underflr Sup Ht Pkup 0 0.00 cfm/ton 285.55 Supply Air Leakage 0 0 0: Supply Air Leakage 0 0.00 ft'/ton 355.49 Btu/heft' 33.76 -14.54 Grand Total==> 27,898 2,464 32,946 100.00' 17,448 100.00 Grand Total==> -4,193 -14,193 100.00 No.People 38 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/lb °F °F grAb ft' (%) MBh cfm °F °F Main Clg 2.8 33.0 20.9 784 79.0 67.3 82.0 55.0 53.9 60.4 Floor 976 Main Htg -14.2 784 58.5 74.8 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 2.8 33.0 Roof 1,496 0 0 Humidif 0.0 0 0.0 0.0 Wall 442 54 12 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -14.2 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 3 of 23 System Checksums By Innovative Engineering Services, LLC HP-11 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/16 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 85/72/99 OADB:Peaks OADB: 9 SADB 59.8 70.9 Ra Plenum 75.3 69.4 Space Plenum Net Percenti Space Percent Space Peak Coil Peak Percent Return 75.3 69.4 Sens.+Lat. Sens.+Lat Total Of Total; Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.3 63.4 Btu/h Btu/h Btu/h (%); Btu/h (%) Btu/h Bluth (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0! 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 1,087 1,087 1 0 0; Roof Cond 0 -2,810 6.84 Glass Solar 6,444 0 6,444 6i 7,177 9 1 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 364 0 364 0 301 0! Glass/Door Cond -2,412 -2,412 5.87 Cooling Heating Wall Cond 1,735 474 2,209 21 1,994 2! Wall Cond -2,517 -3,204 7.79 Diffuser 4,864 4,864 Partition/Door 0 0 0! 0 0 Partition/Door 0 0 0.00 Floor 0 0 01 0 0 Floor 0 0 0.00 Terminal 4,864 4,864 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Main Fan 4,864 4,864 Infiltration 0 0 0 0 0! Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 8,542 1,561 10,104 1011 9,472 12': Sub Total=_> -4,929 -8,426 20.50 Nom Vent 486 486 AHU Vent 486 486 Internal Loads Internal Loads Infil 0 0 Lights 1,483 371 1,853 2 1,483 21 Lights 0 0 0.00 MinStop/Rh 0 0 People 2,300 0 2,300 2 1,200 1 People 0 0 0.00 Return 4,864 4,864 Misc 70,000 0 70,000 70' 70,000 851 Misc 0 0 0.00 Exhaust 486 486 Sub Total=_> 73,783 371 74,153 741 72,683 88 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 97 -97 0 0' 100 0i Ceiling Load -176 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 16,640 17' 0 0'•.Ventilation Load 0 -33,016 80.31 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0', 0 0:Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0. Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0' 0 0!Exhaust Heat 332 -0.81 ENGINEERING CKS Exhaust Heat -183 -183 0i OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0; Additional Reheat 0 0.00 %OA 10.0 10.0 Duct Heat Pkup 0 0 0 cfm/ft' 5.37 5.37 Underflr Sup Ht Pkup 0 0. Undenflr Sup Ht Pkup 0 0.00 cfm/ton 579.50 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftz/ton 107.82 Btu/heft' 111.29 -45.43 Grand Total==> 82,422 1,651 100,713 100.00 82,255 100.00 Grand Total==> -5,105 -41,109 100.00 No.People 4 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 8.4 100.7 88.2 4,864 76.3 63.7 68.4 59.8 57.0 65.0 Floor 905 Main Htg -41.1 4,864 63.4 70.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 8.4 100.7 Roof 905 0 0 Humidif 0.0 0 0.0 0.0 Wall 888 66 7 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -41.1 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 4 of 23 System Checksums By Innovative Engineering Services, LLC HP-12 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/9 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADBNVB/HR: 75/65/78 OADB:Peaks OADB: 9 SADB 42.7 77.6 Ra Plenum 76.1 67.1 Space Plenum Net Percent Space Percent' Space Peak Coil Peak Percent Return 76.1 67.1 Sens.+Lat. Sens.+Lat Total Of Total; Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 75.8 54.9 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 01 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 01 0 0; Skylite Cond 0 0 0.00 Roof Cond 0 1,163 1,163 2 i 0 0 Roof Cond 0 -3,848 15.09 Glass Solar 14,587 0 14,587 26 15,390 43 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond -115 0 -115 0 -338 -1 Glass/Door Cond -6,798 -6,798 26.66 Cooling Heating Wall Cond 381 211 592 1 412 1 Wall Cond -755 -1,169 4.58 Diffuser 1,008 1,008 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0! 0 0 Floor 0 0 0.00 Terminal 1,008 1,008 Adjacent Floor 0 0 0 0 0 O Adjacent Floor 0 0 0 Main Fan 1,008 1,008 Infiltration 0 0 0: 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 14,853 1,374 16,227 29: 15,464 43 Sub Total=_> -7,553 -11,816 46.34 Nom Vent 212 212 AHU Vent 212 212 Internal Loads Internal Loads Infil 0 0 Lights 874 219 1,093 2 874 2i Lights 0 0 0.00 MinStop/Rh 0 0 People 36,300 0 36,300 64: 18,150 50 People 0 0 0.00 Return 1,008 1,008 Misc 1,365 0 1,365 2. 1,365 41 Misc 0 0 0.00 Exhaust 212 212 Sub Total=_> 38,540 219 38,758 68 20,390 56 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 369 -369 0 0. 352 1 Ceiling Load -987 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 1,951 3: 0 0'Ventilation Load 0 -14,370 56.36 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0i Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 688 -2.70 ENGINEERING CKS Exhaust Heat -257 -257 0: OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 01 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0: i Additional Reheat 0 0.00 %OA 21.0 21.0 Duct Heat Pkup 0 0 0: cfm/ft' 0.94 0.94 Underflr Sup Ht Pkup 0 0 i Underflr Sup Ht Pkup 0 0.00 cfm/ton 213.42 Supply Air Leakage 0 0 0: Supply Air Leakage 0 0.00 ft'/ton 226.01 Btu/hr-ft' 53.10 -23.89 Grand Total==> 53,761 967 56,679 100.00 36,206 100.00'Grand Total==> -8,541 -25,498 100.00 No.People 66 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F grAb °F °F gr/Ib ft2 (%) MBh cfm `F °F Main Clg 4.7 56.7 36.6 1,008 75.8 63.4 67.9 42.7 42.6 40.3 Floor 1,068 Main Htg -25.5 1,008 54.9 77.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 4.7 56.7 Roof 1,068 0 0 Humidif 0.0 0 0.0 0.0 Wall 458 153 33 Opt Vent 0.0 0 0.0 0.0 Ext Door 99 0 0 Total -25.5 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 5 of 23 System Checksums By Innovative Engineering Services, LLC HP-13 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr. 7/13 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:Peaks OADB: 9 SADB 55.0 103.0 Ra Plenum 78.4 62.3 Space Plenum Net Percent Space PercenC Space Peak Coil Peak Percent Return 78.1 62.3 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total, Space Sens Tot Sens Of Total Ret/OA 79.8 44.7 Btu/h Btu/h Btu/h (%) Btu/h (%)i Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0: 0 O: Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0' 0 0: Skylite Cond 0 0 0.00 Roof Cond 0 573 573 32! 0 0: Roof Cond 0 -1,359 43.98 Glass Solar 0 0 0 0: 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 495 118 613 34i 555 521 Wall Cond -544 -663 21.44 Diffuser 48 48 Partition/Door 0 0 Oi 0 0'. Partition/Door 0 0 0.00 Floor 0 0 0i 0 0. Floor 0 0 0.Oo Terminal 48 48 Adjacent Floor 0 0 0 0 0 0 j Adjacent Floor 0 0 0 Main Fan 48 48 Infiltration 0 0 0 0 0; Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 495 691 1,186 66 555 52! Sub Total=_> -544 -2,022 65.42 Nom Vent 16 16 Internal Loads AHU Vent 16 16 Internal Loads Infil 0 0 Lights 0 0 0 0 0 0 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 0 People 0 0 0.00 Return 32 32 Misc 0 0 0 0: 0 0 Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 0 0 0 0; 0 01 Sub Total=_> 0 0 0.00 Rm Exh 16 16 Auxiliary 0 0 Ceiling Load 527 527 0 0' 507 48;Ceiling Load -1,205 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 622 34i 0 o Ventilation Load 0 -1,069 34.58 Leakage Ups 0 0 Adj Air Trans Heat 0 0 01 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing o 0; Ov/Undr Sizing 0 0 0.00 Ov/UndrSizing 0 0 0 o o!:Exhaust Heat 0 0.00 ENGINEERING CKS Exhaust Heat 0 0 0i OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0! Additional Reheat 0 0.00 %OA 33.0 33.0 Duct Heat Pkup 0 0 0i cfm/ft' 0.10 0.10 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 316.58 Supply Air Leakage 0 0 0' Supply Air Leakage 0 0.00 ft'/ton 3,289.28 Btu/hr-ft' 3.65 -6.24 Grand Total=_> 1,022 164 1,808 100.00 1,061 100.00'Grand Total==> -1,749 -3,090 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 0.2 1.8 1.3 48 79.2 65.7 73.5 55.0 53.3 58.0 Floor 496 Main Htg -3.1 48 44.7 103.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.6 48 44.7 55.0 ExFlr 0 Total 0.2 1.8 Roof 496 0 0 Humidif 0.0 0 0.0 0.0 Wall 174 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -3.1 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 6 of 23 System Checksums By Innovative Engineering Services, LLC HP-14 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/11 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 79/70/94 OADB:Peaks OADB: 9 SADB 56.7 76.9 Ra Plenum 76.1 67.6 Space Plenum Net Percent', Space Percent': Space Peak Coil Peak Percent Return 76.1 67.6 Sens.+Lat Sens.+Lat Total Of Total; Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.4 60.8 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0' 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 01 Skylite Cond 0 0 0.00 Roof Cond 0 701 701 3 i0 0 Roof Cond 0 -2,125 14.17 Glass Solar 9,514 0 9,514 43 10,769 631 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 229 0 229 1 -128 -1 Glass/Door Cond -3,472 -3,472 23.15 Cooling Heating Wall Cond 1,525 436 1,961 9; 1,369 8 Wall Cond -2,383 -3,057 20.38 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 838 838 Floor 0 0 0; 0 01 Floor 0 0 0.00 Terminal 838 838 Adjacent Floor 0 0 0 0 0 0 j Adjacent Floor 0 0 0 Main Fan 838 838 Infiltration 0 0 0! 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 11,269 1,137 12,406 561 12,010 701 Sub Total=_> -5,855 -8,653 57.70 Nom Vent 97 97 Internal Loads j Internal Loads AHU Vent 97 97 Infil 0 0 Lights 963 241 1,203 5! 963 6 Lights 0 0 0.00 MinStop/Rh 0 0 People 4,950 0 4,950 22 2,750 16 People 0 0 0.00 Return 838 838 Misc 1,203 0 1,203 5 1,203 7i Misc 0 0 0.00 Exhaust 97 97 Sub Total=_> 7,116 241 7,357 33 4,916 29' Sub Total=_> 0 0 0.00 RM Exh 0 0 Auxiliary 0 0 Ceiling Load 241 -241 0 0: 185 1 Ceiling Load -541 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 2,542 11 0 0 Ventilation Load 0 -6,606 44.05 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0: 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 OvlUndr Sizing 0 0 0 0 0 Exhaust Heat 262 -1.75 ENGINEERING CKS Exhaust Heat -118 -118 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0, RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 11.6 11.6 Duct Heat Pkup 0 0 0 cfm/ft' 1.19 1.19 Undertlr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 453.23 Supply Air Leakage 0 0 ul Supply Air Leakage 0 0.00 ft'/ton 381.43 Btu/heft' 31.46 -21.27 Grand Total==> 18,626 1,018 22,186 100.00' 17,111 100.00 Grand Total=_> -6,396 -14,997 100.00 No.People 11 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm `F °F Main Clg 1.9 22.2 18.0 838 76.5 63.2 65.4 56.7 54.3 59.2 Floor 705 Main Htg -15.0 838 60.8 76.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 1.9 22.2 Roof 705 0 0 Humidif 0.0 0 0.0 0.0 Wall 878 88 10 Opt Vent 0.0 0 0.0 0.0 Ext Door 21 0 0 Total -15.0 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 7 of 23 System Checksums By Innovative Engineering Services, LLC HP-15 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/11 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 79/70/94 OADB:Peaks OADB: 9 SADB 50.1 74.4 Ra Plenum 75.8 68.0 Space Plenum Net Percent! Space Percent Space Peak Coil Peak Percent Return 75.7 68.0 Sens.+Lat. Sens.+Lat Total Of Total! Sensible Of Total! Space Sens Tot Sens Of Total Ret/OA 76.3 58.6 Btu/h Btu/h Btu/h (%) Btu/h (%)i Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope LoadsI Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0; 0 01 Skylite Cond 0 0 0.00 Roof Cond 0 1,218 1,218 2:: 0 01 Roof Cond 0 -4,035 13.64 Glass Solar 20,437 0 20,437 29 24,761 53 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 372 0 372 1 -830 -2 Glass/Door Cond -6,152 -6,152 20.79 Cooling Heating Wall Cond 1,062 439 1,501 2 906 21 Wall Cond -1,219 -1,714 5.79 Diffuser 1,683 1,683 Partition/Door 0 0 0; 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 1,683 1,683 Adjacent Floor 0 0 0 0 0 0 1 Adjacent Floor 0 0 0 Main Fan 1,683 1,683 Infiltration 0 0 0; 0 0; Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 21,871 1,657 23,528 33; 24,836 53: Sub Total=_> 7,372 -11,900 40.22 Nom Vent 269 269 Internal Loads Internal Loads AHU Vent 269 269 Infil 0 0 Lights 1,443 361 1,803 3: 1,443 3 Lights 0 0 0.00 MinStop/Rh 0 0 People 36,850 0 36,850 52; 18,425 401 People 0 0 0.00 Return 1,683 1,683 Misc 1,707 0 1,707 2 1,707 4 Misc 0 0 0.00 Exhaust 269 269 Sub Total=_> 39,999 361 40,360 57 21,574 46! Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 353 -353 0 0 156 0 Ceiling Load -831 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 6,876 10 0 0 Ventilation Load 0 -18,277 61.78 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0! 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing p 0; Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0' 0 0 Exhaust Heat 592 -2.00 ENGINEERING CKS Exhaust Heat -223 -223 0: OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0i RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 16.0 16.0 Duct Heat Pkup 0 0 0 cfm/ftz 1.27 1.27 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 286.26 Supply Air Leakage 0 0 0: Supply Air Leakage 0 0.00 Wilton 226.09 Btu/hr-ft' 53.08 -22.26 Grand Total=_> 62,224 1,441 70,541 100.00 46,566 100.00'Grand Total==> -8,203 -29,586 100.00 No.People 69 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacttyCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ftz (%) MBh cfm °F °F Main Clg 5.9 70.5 46.5 1,683 76.3 63.9 69.2 50.1 49.3 51.0 Floor 1,329 Main Htg -29.6 1,683 58.6 74.4 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFIr 0 Total 5.9 70.5 Roof 1,329 0 0 Humidif 0.0 0 0.0 0.0 Wall 590 147 25 Opt Vent 0.0 0 0.0 0.0 Ext Door 64 0 0 Total -29.6 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 8 of 23 System Checksums By Innovative Engineering Services, LLC HP-16 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/18 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 82/70/91 OADB:Peaks OADB: 9 SADB 59.3 76.6 Ra Plenum 76.2 68.2 Space Plenum Net Percent Space Percent! Space Peak Coil Peak Percent Return 76.2 68.2 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total: Space Sens Tot Sens Of Total RetlOA 77.0 59.9 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 629 629 4: 0 0 Roof Cond 0 -1,285 10.41 Glass Solar 8,635 0 8,635 58: 9,224 79:: Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 462 0 462 3 265 2 Glass/Door Cond -3,770 -3,770 30.55 Cooling Heating Wall Cond 667 252 919 6: 660 6; Wall Cond -846 -1,164 9.43 Diffuser 664 664 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 664 664 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Main Fan 664 664 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 9,763 881 10,644 71 10,149 87 Sub Total=_> -4,616 -6,219 50.39 Nom Vent 93 93 Internal Loads i Internal Loads of l Vent 90 90 Lights 577 144 721 5 577 5 Lights 0 0 0.00 MinStop/Rh 0 0 People 1,329 0 1,329 9! 738 6i People 0 0 0.00 Return 664 664 Misc 0 0 0 0. 0 0 Misc 0 0 0.00 Exhaust 93 93 Sub Total=_> 1,906 144 2,050 14; 1,315 11 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 157 -157 0 0 155 1 Ceiling Load -246 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 2,425 16! 0 0i Ventilation Load 0 -6,313 51.15 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 01 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0; Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0i 0 0,Exhaust Heat 190 -1.54 ENGINEERING CKS Exhaust Heat -122 -122 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 1 Additional Reheat0 0.00 %OA 14.0 14.0 Duct Heat Pkup 0 0 0 cfm/ft' 1.57 1.57 Underflr Sup Ht Pkup 0 0 Underfir Sup Ht Pkup 0 0.00 cfm/ton 531.49 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 337.97 Btu/heft' 35.51 -29.22 Grand Total==> 11,826 746 14,998 100.00 11,619 100.00'Grand Total==> -4,862 -12,342 100.00 No.People 3 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 1.3 15.0 12.7 664 77.0 64.0 68.5 59.3 56.6 64.5 Floor 422 Main Htg -12.3 664 59.9 76.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 1.3 15.0 Roof 422 0 0 Humidif 0.0 0 0.0 0.0 Wall 396 95 24 Opt Vent 0.0 0 0.0 0.0 Ext Door 25 0 0 Total -12.3 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 9 of 23 System Checksums By Innovative Engineering Services, LLC HP-17 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 iOADB:Peaks OADB: 9 SADB 55.0 71.9 Ra Plenum 75.7 68.3 Space Plenum Net Percent' Space Percent; Space Peak Coil Peak Percent Return 75.7 68.3 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total i Space Sens Tot Sens Of Total Ret/OA 78.0 50.5 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 582 582 1 0 0` Roof Cond 0 -2,087 8.77 Glass Solar 2,649 0 2,649 6i 5,389 24 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 147 0 147 0 -193 -1 Glass/Door Cond -1,291 -1,291 5.43 Wall Cond 354 121 475 1 350 2 Wall Cond -458 613 2.58 Cooling Heating Partition/Door 0 0 0. 0 0; Partition/Door 0 0 0.00 Diffuser 1,000 1,000 Floor 0 0 0' 0 0 Floor 0 0 0.00 Terminal 1,000 1,000 Adjacent Floor 0 0 0 0 0 0' Adjacent Floor 0 0 0 Main Fan 1,000 1,000 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 3,150 703 3,853 9' 5,546 251 Sub Total=_> -1,749 -3,991 16.78 Nom Vent 300 300 AHU Vent 300 300 Internal Loads Internal Loads Infil 0 0 Lights 934 233 1,167 3 j 934 4; Lights 0 0 0.00 MinStop/Rh 0 0 People 29,150 0 29,150 65 14,575 66 People 0 0 0.00 Return 1,000 1,000 Misc 1,195 0 1,195 3 1,195 5 Misc 0 0 0.00 Exhaust 300 300 Sub Total=_> 31,278 233 31,512 70 16,703 75 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 153 -153 0 0 -2 0 i Ceiling Load -366 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 9,659 22: 0 0 Ventilation Load 0 -20,357 85.59 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0i Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0: 0 0 Exhaust Heat 563 -2.37 ENGINEERING CKS Exhaust Heat -235 -235 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0! Additional Reheat 0 0.00 %OA 30.0 30.0 Duct Heat Pkup 0 0 0 cfm/ft' 1.46 1.46 Underflr Sup Ht Pkup 0 0i Underflr Sup Ht Pkup 0 0.00 cfm/ton 267.82 Supply Air Leakage 0 0 0 'Supply Air Leakage 0 0.00 ft'/ton 183.26 Btu/heft' 65.48 -34.77 Grand Total==> 34,581 549 44,789 100.00 22,247 100.00 Grand Total==> -2,115 -23,785 100.00 No.People 53 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 3.7 44.8 23.4 1,000 78.0 68.3 88.4 55.0 54.2 61.4 Floor 684 Main Htg -23.8 1,000 50.5 71.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -5.0 1,000 50.5 55.0 Total 3.7 44.8 Roof 684 0 0 Humidif 0.0 0 0.0 0.0 Wall 188 30 16 Opt Vent 0.0 0 0.0 0.0 Ext Door 16 0 0 Total -23.8 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 10 of 23 System Checksums By Innovative Engineering Services, LLC HP-18 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/17 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/H R: 84/71/94 OADS:Peaks OADB: 9 SADB 45.1 75.6 Ra Plenum 75.6 69.6 Space Plenum Net Percenti Space Percent! Space Peak Coil Peak Percent Return 75.6 69.6 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of TotalSpace Sens Tot Sens Of Total Ret/OA 78.7 46.0 Btu/h Btu/h Btu/h (%)!iBtu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0: Roof Cond 0 0 0.00 Glass Solar 10,172 0 10,172 181 11,855 37; Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 543 0 543 1 269 11 Glass/Door Cond -3,837 -3,837 11.96 Cooling Heating Wall Cond 1,478 438 1,916 3 1,589 5 Wall Cond -2,037 -2,644 8.25 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser . 973 973 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 973 973 Adjacent Floor 0 0 0 0! 0 0 Adjacent Floor 0 0 0 Main Fan 973 973 Infiltration 0 0 01 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 12,192 438 12,630 22 13,713 42; Sub Total=_> -5,873 -6,481 20.21 Nom Vent 379 379 Internal Loads AHU Vent 379 379 Internal Loads Infil 0 0 Lights 1,857 464 2,321 4' 1,857 6; Lights 0 0 0.00 MinStop/Rh 0 0 People 29,700 0 29,700 52: 14,850 46: People 0 0 0.00 Return 973 973 Misc 1,707 0 1,707 3, 1,707 5 Misc 0 0 0.00 Exhaust 379 379 Sub Total=_> 33,263 464 33,727 59 18,413 57 Sub Total=_> 0 0 0.00 RM Exh 0 0 Auxiliary 0 0 Ceiling Load 257 -257 0 0 266 1 Ceiling Load -173 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 11,256 20: 0 0 Ventilation Load 0 -25,757 80.32 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing o 0! Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0!Exhaust Heat 170 -0.53 ENGINEERING CKS Exhaust Heat -252 -252 0i OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0! !RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 39.0 39.0 Duct Heat Pkup 0 0 0cfm/ft2 0.72 0.72 Underflr Sup Ht Pkup 0 0 Undertlr Sup Ht Pkup 0 0.00 cfm/ton 203.53 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 284.51 Btu/heft' 42.18 -23.58 Grand Total==> 45,712 394 57,362 100.00' 32,392 100.00 Grand Total==> -6,046 -32,069 100.00 No.People 54 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 4.8 57.4 34.9 973 78.7 66.1 76.3 45.1 45.0 44.2 Floor 1,360 Main Htg -32.1 973 46.0 75.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 4.8 57.4 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 783 105 13 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -32.1 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 11 of 23 System Checksums By Innovative Engineering Services, LLC HP-18A Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:Peaks OADB: 9 SADB 55.0 75.6 Ra Plenum 77.6 60.7 Space Plenum Net Percent Space Percent' Space Peak Coil Peak Percent Return 77.6 60.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 79.9 40.5 Btu/h Btu/h Btu/h (%); Btu/h (%): Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 3,702 3,702 9 0 0:! Roof Cond 0 -13,072 37.56 Glass Solar 682 0 682 2 2,553 13 Glass Solar 0 0 O.OD AIRFLOWS Glass/Door Cond 83 0 83 0: 43 0 Glass/Door Cond -806 -806 2.32 Cooling Heating Wall Cond 167 38 204 0 607 3 Wall Cond -729 -902 2.59 Diffuser 892 892 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0; 0 0 Floor 0 0 0.00 Terminal 892 892 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Main Fan 892 892 Infiltration 0 0 0: 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 931 3,740 4,671 11 3,204 16i Sub Total=_> -1,535 -14,780 42.47 Nom Vent 348 348 'Internal Loads AHU Vent 348 348 Internal Loads Infil 0 0 Lights 0 0 0 O i 0 0 Lights 0 0 0.00 MinStop/Rh 0 0 People 29,150 0 29,150 68; 14,575 73 People 0 0 0.00 Return 892 892 Misc 0 0 0 0; 0 0 Misc 0 0 0.00 Exhaust 348 348 Sub Tota/__> 29,150 0 29,150 68 14,575 731 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 1,132 -1,132 0 0: 2,083 10 Ceiling Load -4,008 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 10,027 23i 0 0 Ventilation Load 0 -23,627 67.88 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0j 0 0 j Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 ot Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0' 0 0 i Exhaust Heat 3,602 -10.35 ENGINEERING CKS Exhaust Heat -1,017 -1,017 -2 j ;OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0; RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 01 ;Additional Reheat 0 0.00 %OA 39.0 39.0 Duct Heat Pkup 0 0 0 i cfm/ft' 0.66 0.66 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 250.04 Supply Air Leakage 0 0 0i Supply Air Leakage 0 0.00 ft2lton 381.03 Btu/hr-ft' 31.49 -25.59 Grand Total=_> 31,213 1,591 42,831 100.00' 19,862 100.00:Grand Total==> -5,543 -34,805 100.00 No.People 53 11 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft, (%) MBh cfm °F °F Main Clg 3.6 42.8 21.5 892 79.9 69.9 94.3 55.0 55.0 64.7 Floor 1,360 Main Htg -34.8 892 40.5 75.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -14.4 892 40.5 55.0 ExFir 0 Total 3.6 42.8 Roof 4,916 0 0 Humidif 0.0 0 O.D 0.0 Wall 261 22 8 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -34.8 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 12 of 23 System Checksums By Innovative Engineering Services, LLC HP-19 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/18 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADBlWB/HR: 82/70/91 OADB:Peaks OADB: 9 SADB 47.6 77.0 Ra Plenum 75.5 69.6 Space Plenum Net Percent! Space Percent Space Peak Coil Peak Percent Return 75.5 69.6 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.5 50.8 Btu/h Btu/h Btu/h (%) Btu/h (%)i Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0; 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0' 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0: 0 0! Roof Cond 0 0 0.00 Glass Solar 13,875 0 13,875 27 14,783 471 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 725 0 725 1 416 1 Glass/Door Cond -5,920 -5,920 19.62 978 3' Wall Cond -1,992 -2,667 8,84 Cooling Heating Wall Cond 1,050 353 1,403 3 Diffuser 1,034 1,034 Partition/Door 0 0 0 0 Oi Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 1,034 1,034 Adjacent Floor 0 0 0 01, 0 01 Adjacent Floor 0 0 0 Main Fan 1,034 1,034 Infiltration 0 0 0i i 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 15,651 353 16,004 31 ! 16,177 51 ; Sub Total=_> -7,912 -8,587 28.45 Nom Vent 320 320 AHU Vent 320 320 Internal Loads Internal Loads Infil 0 0 Lights 1,551 388 1,939 4 1,551 5 Lights 0 0 0.00 MinStop/Rh 0 0 People 24,750 0 24,750 48 12,375 39: People 0 0 0.00 Return 1,034 1,034 Misc 1,195 0 1,195 2 1,195 4; Misc 0 0 0.00 Exhaust 320 320 Sub Total=_> 27,495 388 27,883 54 15,120 48 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 177 -177 0 0 171 1 Ceiling Load -161 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 8,312 16. 0 0 Ventilation Load 0 -21,750 72.07 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: Ov/Undr Sizing 0 0 0.00 Ov/Undr sizing 0 0 0' 0 0 Exhaust Heat 159 -0.53 ENGINEERING CKS Exhaust Heat -175 -175 0i OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 31.0 31.0 Duct Heat Pkup 0 0 0; cfm/ft' 0.91 0.91 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 238.40 Supply Air Leakage 0 0 0: Supply Air Leakage 0 0.00 ft'/ton 262.03 Btu/heft' 45.80 -26.56 Grand Total=_> 43,323 389 52,024 100.00 31,468 100.00 Grand Total==> -8,073 -30,178 100.00 No.People 45 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F `F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 4.3 52.0 33.8 1,034 77.5 65.1 73.1 47.6 47.6 48.8 Floor 1,136 Main Htg -30.2 1,034 50.8 77.0 Aux CIg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 4.3 52.0 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 834 150 18 Opt Vent 0.0 0 0.0 0.0 Ext Door 36 0 0 1 Total -30.2 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4ltemative-1 System Checksums Report Page 13 of 23 System Checksums By Innovative Engineering Services, LLC HP-19A Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:Peaks OADB: 9 SADB 55.0 75.9 Ra Plenum 77.7 60.7 Space Plenum Net Percent i Space Percent! Space Peak Coil Peak Percent Return 77.7 60.7 Sens.+Lat. Sens.+Lat Total Of Total I Sensible Of Total Space Sens Tot Sens Of Total RetlOA 79.4 44.7 Btu/h Btu/h Btu/h (%)l Btu/h (%)j Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0! 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 2,870 2,870 9 0 0; Roof Cond 0 -10,166 43.09 Glass Solar 445 0 445 1 1,365 9 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 42 0 42 O:, -22 0` Glass/Door Cond -409 -409 1.73 Cooling Heating Wall Cond 399 97 496 1 349 2: Wall Cond -744 -911 3.86 Diffuser 678 678 Partition/Door 0 0 0' 0 0 i Partition/Door 0 0 0.00 Floor 0 0 0' 0 0 Floor 0 0 0.00 Terminal 678 678 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Main Fan 678 678 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 886 2,967 3,853 11; 1,692 11 Sub Total=_> -1,153 -11,486 48.68 Nom Vent 210 210 AHU Vent 210 210 Internal Loads Internal Loads Infil 0 0 Lights 0 0 0 0 0 0 Lights 0 0 0.00 MinStop/Rh 0 0 People 24,750 0 24,750 74 12,375 82 People 0 0 0.00 Return 678 678 Misc 0 0 0 0 0 0 Misc 0 0 0.00 Exhaust 210 210 Sub Total=_> 24,750 0 24,750 74; 12,375 82: Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 958 -958 0 0 1,033 7 Ceiling Load -3,336 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 5,692 17 0 0 Ventilation Load 0 -14,278 60.51 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0: 0 0 Exhaust Heat 2,169 -9.19 ENGINEERING CKS Exhaust Heat -623 -623 -2: OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 31.0 31.0 Duct Heat Pkup 0 0 0 cfm/ft' 0.60 0.60 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 241.80 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftz/ton 404.85 Btu/hr-ft' 29.64 -20.77 Grand Total==> 26,594 1,386 33,672 100.00' 15,100 100.00 Grand Total=_> -4,489 -23,595 100.00 No.People 45 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBMB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft. (%) MBh cfm °F °F Main Clg 2.8 33.7 17.6 678 79.4 69.7 93.8 55.0 54.4 62.3 Floor 1,136 Main Htg -23.6 678 44.7 75.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -7.8 678 44.7 55.0 ExFlr 0 Total 2.8 33.7 Roof 3,821 0 0 Humidif 0.0 0 0.0 0.0 Wall 252 11 4 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -23.6 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 14 of 23 System Checksums By Innovative Engineering Services, LLC HP-2 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/ B/HR: 83/74/Ill OADB:Peaks OADB: 9 SADB 55.0 70.0 Ra Plenum 75.7 70.0 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.7 70.0 Sens.+Lat. Sens.+Lat Total Of Total: Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 79.5 40.1 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 04 0 0! Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0: 0 01 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0: 0 0! Roof Cond 0 0 0.00 Glass Solar 0 0 0 0! 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0: 0 01 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 0 0 0 01 0 0 Wall Cond 0 0 0.00 Diffuser 158 158 Partition/Door 0 0 0: 0 0 Partition/Door 0 0 0.00 Floor 0 0 0i 0 0 Floor 0 0 0.00 Terminal 158 158 Adjacent Floor 0 0 0 0i 0 0' Adjacent Floor 0 0 0 Main Fan 158 158 Infiltration 0 0 0: 0 0! Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 0 0 0 0i 0 o: Sub Total=_> 0 0 0.00 Nom Vent 77 77 AHU Vent 77 77 Internal Loads I Internal Loads Infil 0 0 Lights 779 195 974 12; 779 221 Lights 0 0 0.00 MinStop/Rh 0 0 People 3,600 0 3,600 461 2,000 5711 People 0 0 0.00 Return 141 141 Misc 596 0 596 8i 596 171 Misc 0 0 0.00 Exhaust 61 61 Sub Total=_> 4,975 195 5,170 66 3,375 96i Sub Total=_> 0 0 0.00 Rm Exh 17 17 Auxiliary 0 0 Ceiling Load 135 -135 0 0 135 4 Ceiling Load 0 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 2,682 34; 0 0 Ventilation Load 0 -5,246 100.01 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 o f Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0! i Ov/Undr Sizing 0 0 -0.01 Ov/Undr Sizing 0 0 0; o o i Exhaust Heat o 0.00 ENGINEERING CKS Exhaust Heat 45 45 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 j RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 49.0 49.0 Duct Heat Pkup o u ui cfmlft' 0.25 0.25 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 242.45 Supply Air Leakage o 0 o ;Supply Air Leakage 0 0.00 ft'/ton 985.48 Btu/hr-ft' 12.18 -8.18 Grand Total==> 5,110 15 7,806 100.00 3,510 100.00 Grand Total==> 0 -5,246 100.00 11 No.People 8 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 0.7 7.8 4.3 158 79.5 69.5 92.8 55.0 54.2 61.5 Floor 641 Main Htg -5.3 158 40.1 70.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -2.6 158 40.1 55.0 ExFlr 0 Total 0.7 7.8 Roof 0 0 D Humidif 0.0 0 0.0 0.0 Wall 0 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -5.3 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 15 of 23 System Checksums By Innovative Engineering Services, LLC HP-20 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 iOADB:Peaks OADB: 9 SADB 55.0 77.3 Ra Plenum 75.8 68.3 Space Plenum Net Percent! Space Percenti, Space Peak Coil Peak Percent Return 75.8 68.3 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.6 54.6 Btu/h Btu/h Btu/h (%) Btu/h (%); Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads I Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0: 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0Skylite Cond 0 0 0.00 Roof Cond 0 551 551 1 0 0 Roof Cond 0 -1,988 7.08 Glass Solar 3,559 0 3,559 82 7,220 29: Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 819 0 819 2 -122 or Glass/Door Cond -7,217 -7,217 25.71 Cooling Heating Wall Cond 1,159 437 1,596 31 598 2 Wall Cond -1,441 -1,978 7.05 Diffuser 1,114 1,114 Partition/Door 0 0 0 0 0� Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 1,114 1,114 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Main Fan 1,114 1,114 Infiltration 0 0 01 0 0; Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 5,537 988 6,524 141 7,696 31 Sub Total=_> -8,658 -11,184 39.84 Nom Vent 256 256 Internal Loads Internal Loads AHU Vent 256 256 Infil 0 0 Lights 891 223 1,113 2 891 4 Lights 0 0 0.00 MinStop/Rh 0 0 People 29,700 0 29,700 64 14,850 601 People 0 0 0.00 Return 1,114 1,114 Misc 1,195 0 1,195 3; 1,195 5 Misc 0 0 0.00 Exhaust 256 256 Sub Total=_> 31,785 223 32,008 69 16,935 68: Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 173 -173 0 0 154 1 Ceiling Load -361 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 8,220 18o 0 0 i Ventilation Load 0 -17,388 61.94 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0' 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 I Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 498 -1.77 ENGINEERING CKS Exhaust Heat -239 -239 1 : OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0, RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 23.0 23.0 Duct Heat Pkup 0 0 01 cfm/ft' 1.71 1.71 Underflr Sup Ht Pkup 0 0i Underflr Sup Ht Pkup 0 0.00 cfmlton 287.32 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft2/ton 168.34 Btulhr-ft2 71.28 -43.02 Grand Total==> 37,495 799 46,513 100.00 24,786 100.00 Grand Total==> -9,019 -28,074 100.00 No.People 54 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBlWB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft2 (%) MBh cfm °F °F Main Clg 3.9 46.5 25.8 1,114 77.6 67.7 86.3 55.0 54.5 62.9 Floor 653 Main Htg -28.1 1,114 54.6 77.3 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.5 1,114 54.6 55.0 Total 3.9 46.5 Roof 653 0 0 Humidif 0.0 0 0.0 0.0 Wall 708 198 28 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -28.1 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41temative-1 System Checksums Report Page 16 of 23 System Checksums By Innovative Engineering Services, LLC HP-3 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADBMB/HR: 83/74/111 OADB:Peaks CADE: 9 SADB 58.9 73.3 Ra Plenum 75.4 69.4 Space Plenum Net Percent i Space Percent l Space Peak Coil Peak Percent Return 75.4 69.4 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total RetlOA 77.7 51.9 Btu/h Btu/h Btu/h (%)l Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0; Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0! Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 301 72 373 2 471 5 Wall Cond -1,794 -2,239 18.21 Diffuser 516 516 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0: 0 0 Floor 0 0 0.00 Terminal 516 516 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Main Fan 516 516 Infiltration 0 0 0: 0 0: Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 301 72 373 2: 471 5 Sub Total=_> -1,794 -2,239 18.21 Nom Vent 150 150 AHU Vent 150 150 Internal Loads Internal Loads Infil 0 0 Lights 853 213 1,067 7 853 9Lights 0 0 0.00 MinStop/Rh 0 0 People 1,800 0 1,800 11 1,000 11 People 0 0 0.00 Return 516 516 Misc 6,826 0 6,826 42 6,826 74; Misc 0 0 0.00 Exhaust 150 150 Sub Total=_> 9,479 213 9,693 60 8,679 94z Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 73 -73 0 0• 84 1 Ceiling Load -114 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 6,253 38; 0 0 Ventilation Load 0 -10,153 82.57 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 OvlUndr Sizing 0 0 0 0 0 Exhaust Heat 96 -0.78 ENGINEERING CKS Exhaust Heat -62 -62 0 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 29.0 29.0 Duct Heat Pkup 0 0 0; cfm/ft' 0.83 0.83 Underflr Sup Ht Pkup 0 0 Underfir Sup Ht Pkup 0 0.00 cfm/ton 380.71 Supply Air Leakage 0 0 0! Supply Air Leakage 0 0.00 ftl/ton 461.34 Btu/heft' 26.01 -19.67 Grand Total=_> 9,853 151 16,257 100.00' 9,235 100.00 1 Grand Total==> -1,908 -12,296 100.00 11 No.People 4 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBIWB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft. (%) MBh cfm OF OF Main Clg 1.4 16.3 10.6 516 77.7 66.2 78.4 58.9 56.2 63.4 Floor 625 Main Htg -12.3 516 51.9 73.3 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -4.0 516 51.9 58.9 ExFlr 0 Total 1.4 16.3 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 570 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -12.3 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 17 of 23 System Checksums By Innovative Engineering Services, LLC HP-4 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/14 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/72/100 OADB:Peaks OADB: 9 SADB 55.2 90.0 Ra Plenum 75.6 68.4 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.6 68.4 Sens.+Lat. Sens.+Lat Total Of Total: Sensible Of Total: Space Sens Tot Sens Of Total Ret/OA 76.7 60.1 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0' 0 0: Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0! Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0! 0 0: Roof Cond 0 0 0.00 Glass Solar 3,186 0 3,186 54; 3,186 69 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 109 0 109 2 109 2'! Glass/Door Cond -1,336 -1,336 19.23 Cooling Heating Wall Cond 610 154 764 13 610 13; Wall Cond -2,912 -3,670 52.84 Diffuser 208 208 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0i 0 0 Floor 0 0 0.00 Terminal 208 208 Adjacent Floor 0 0 0 0 0 0; Adjacent Floor 0 0 0 Main Fan 208 208 Infiltration 0 0 0 0 04 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 3,905 154 4,059 69i 3,906 85j Sub Total=_> -4,248 -5,005 72.07 Nom Vent 29 29 AHU Vent 29 29 Internal Loads Internal Loads Infil 0 0 Lights 530 133 663 11 1 530 12 1! Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0{ 0 01 People 0 0 0.00 Return 208 208 Misc 0 0 0 0i i 0 01 Misc 0 0 0.00 Exhaust 29 29 Sub Total=_> 530 133 663 11 530 121 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 149 -149 0 0; 153 3 Ceiling Load -390 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 1,146 20! 0 0 Ventilation Load 0 -1,991 28.67 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0', 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0': 0 0!Exhaust Heat 52 -0.74 ENGINEERING CKS Exhaust Heat -20 -20 01 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0; RA Preheat Diff. 0 0.00 Cooling Heating Ret Fan Heat 0 0 0; Additional Reheat 0 0.00 %OA 14.1 14.1 Duct Heat Pkup 0 0 0 cfm/ftZ 0.27 0.27 Underflr Sup Ht Pkup 0 0! Underflr Sup Ht Pkup 0 0.00 cfm/ton 427.68 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 1,593.58 Btu/hr-ftZ 7.53 -8.94 Grand Total==> 4,584 118 5,848 100.001 4,589 100.00 Grand Total=_> -4,638 -6,945 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBIWB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft. (%) MBh cfm OF OF Main Clg 0.5 5.9 5.0 208 76.7 62.5 62.2 55.2 52.9 56.2 Floor 777 Main Htg -6.9 208 60.1 90.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.5 5.9 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 966 28 3 Opt Vent 0.0 0 0.0 0.0 Ext Door 22 0 0 Total -6.9 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 18 of 23 System Checksums By Innovative Engineering Services, LLC HP-5 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8121 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 77/69/94 OADB:Peaks OADB: 9 SADB 55.0 81.0 Ra Plenum 75.7 69.6 Space Plenum Net Percent! Space Percent'i Space Peak Coil Peak Percent Return 75.7 69.6 Sens.+Lat. Sens.+Lat Total Of Total! Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 75.8 64.2 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads ii Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0i 0 01 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0' 0 0! Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0i 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 ur 0 0: Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 01 0 01Glass/Door Cond 0 0 0.00 Wall Cond 102 25 127 19i 114 20; Wall Cond -264 -330 67.53 Cooling Heating Partition/Door 0 0 00 O i Partition/Door 0 0 0.00 Diffuser 26 26 Floor 0 0 01 0 0 Floor 0 0 0.00 Terminal 26 26 Adjacent Floor 0 0 0 0i 0 0 Adjacent Floor 0 0 0 Main Fan 26 26 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 102 25 127 191 114 201 Sub Total=_> -264 -330 67.53 Nom Vent 2 2 AHU Vent 2 2 Internal Loads Internal Loads Infil 0 0 Lights 369 92 461 70: 369 63! Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0; 0 01 People 0 0 0.00 Return 26 26 Misc 0 0 0 0: 0 01 Misc 0 0 0.00 Exhaust 2 2 Sub Total=_> 369 92 461 70 369 631 Sub Total=_> 0 0 0.00 RM Exh 0 0 Auxiliary 0 0 Ceiling Load 97 -97 0 0 100 17 Ceiling Load -55 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 70 11 0 0 Ventilation Load 0 -160 32.68 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0' 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 01: Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 1 -0.20 ENGINEERING CKS Exhaust Heat -2 -2 0: OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 9.0 9.0 Duct Heat Pkup 0 0 0 cfmlft' 0.06 0.06 Underflr Sup Ht Pkup 0 0:: Underflr Sup Ht Pkup 0 0.00 cfm/ton 478.18 Supply Air Leakage 0 0 0: Supply Air Leakage 0 0.00 ft'/ton 8,228.94 Btu/hr•ftz 1.46 -1.09 Grand Total=_> 568 18 656 100.00' 582 100.00 Grand Total==> -319 -489 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBNVB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/lb ft' (%) MBh cfm OF OF Main Clg 0.1 0.7 0.6 26 75.8 61.2 57.6 55.0 52.4 54.7 Floor 450 Main Htg -0.5 26 64.2 81.0 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.1 0.7 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 84 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.5 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 19 of 23 System Checksums By Innovative Engineering Services, LLC HP-6 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADBlWB/HR: 83/74/111 OADB:Peaks OADB: 9 SADB 55.0 70.5 Ra Plenum 75.1 69.9 Space Plenum Net Percent Space Percent!, Space Peak Coil Peak Percent Return 75.1 69.9 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.3 61.4 Btu/h Btu/h Btulh (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0' Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0! 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 104 26 130 1 194 1 Wall Cond -453 -566 6.87 Diffuser 809 809 Partition/Door 0 0 0' 0 0Partition/Door 0 0 0.00 Floor 0 0 0; 0 0'i Floor 0 0 0.00 Terminal 809 809 Adjacent Floor 0 0 0 0 0 0' Adjacent Floor 0 0 0 Main Fan 809 809 Infiltration 0 0 0; 0 0! Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 104 26 130 1 194 1 Sub Total=_> -453 -566 6.87 Nom Vent 113 113 Internal Loads AHU Vent 113 113 Internal Loads Infil 0 0 Lights 303 76 378 2 303 2 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 0 People 0 0 0.00 Return 809 809 Misc 17,500 0 17,500 74 17,500 971 Misc 0 0 0.00 Exhaust 113 113 Sub Total=_> 17,803 76 17,878 76; 17,803 99f' Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 12 -12 0 0i 14 0:Ceiling Load -13 0 0.00 Leakage Own 0 0 Ventilation Load 0 0 5,505 23: 0 0';Ventilation Load 0 -7,690 93.30 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0: 0 0 Exhaust Heat 14 -0.17 ENGINEERING CKS Exhaust Heat -13 -13 0. OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 14.0 14.0 Duct Heat Pkup 0 0 0: cfm/ft' 2.19 2.19 Underflr Sup Ht Pkup 0 0' Underfir Sup Ht Pkup 0 0.00 cfm/ton 413.21 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 188.73 Btu/hr-ft' 63.58 -22.30 Grand Total==> 17,919 77 23,500 100.00; 18,011 100.00 Grand Total=_> -466 -8,243 100.00 11 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB1WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 2.0 23.5 19.1 809 76.3 62.6 63.1 55.0 52.6 55.4 Floor 370 Main Htg -8.2 809 61.4 70.5 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 2.0 23.5 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 144 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -8.2 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 20 of 23 System Checksums By Innovative Engineering Services, LLC HP-7 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/24 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/ B/HR: 73/64/76 OADB:Peaks OADB: 9 SADB 55.0 109.1 Ra Plenum 76.2 67.7 Space Plenum Net Percenti Space Percent Space Peak Coil Peak Percent Return 76.2 67.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 75.9 61.8 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0' 0 0! Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0! 0 O j Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 850 200 1,049 581 867 53 Wall Cond -2,739 -3,398 87.59 Partition/Door 0 0 0 0 0: Partition/Door 0 0 0.00 Diffuser 74 74 Floor 0 0 0! 0 0 Floor 0 0 0.00 Terminal 74 74 Adjacent Floor 0 0 0 0' 0 0 Adjacent Floor 0 0 0 Main Fan 74 74 Infiltration 0 0 0! 0 o Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 850 200 1,049 581 867 531 Sub Total=_> -2,739 -3,398 87.59 Nom Vent 7 7 Internal Loads Internal Loads of U Vent 0 0 Lights 532 133 665 37 532 32 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0i 0 o f People 0 0 0.00 Return 74 74 Misc 0 0 0 0 0 01 Misc 0 0 0.00 Exhaust 7 7 Sub Total=_> 532 133 665 37!! 532 32i Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 238 -238 0 0 241 15 Ceiling Load -471 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 104 6! 0 0 i Ventilation Load 0 -500 12.90 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0;Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr sizing 0 0 0: 0 01 Exhaust Heat 19 -0.48 ENGINEERING CKS Exhaust Heat -9 -9 -1 ! OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 01 1 Additional Reheat 0 0.00 %OA 10.0 10.0 Duct Heat Pkup 0 0 0; cfm/ftz 0.11 0.11 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 488.72 Supply Air Leakage 0 0 0! Supply Air Leakage 0 0.00 ft'lton 4,308.80 Btu/hr-ft' 2.78 -5.97 Grand Total==> - 1,620 85 1,810 100.001 1,640 100.00'Grand Total==> -3,210 -3,879 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh Cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 0.2 1.8 1.7 74 75.9 60.7 55.1 55.0 52.0 53.1 Floor 650 Main Htg -3.9 74 61.8 109.1 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 Total 0.2 1.8 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 870 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -3.9 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 21 of 23 System Checksums By Innovative Engineering Services, LLC HP-8 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/H R: 83/74/111 OADB:Peaks OADB: 9 SADB 55.0 85.0 Ra Plenum 75.6 69.1 Space Plenum Net Percent' Space Percent i Space Peak Coil Peak Percent Return 75.6 69.1 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.8 52.5 Btu/h Btu/h Btu/h (%): Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 j Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0! 0 0:. Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0 i Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0: 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 413 99 513 14 516 22 Wall Cond -1,483 -1,848 48.32 Diffuser 106 106 Partition/Door 0 0 O i 0 0 Partition/Door 0 0 0.00 Floor 0 0 0' 0 0 Floor 0 0 0.00 Terminal 106 106 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0 Main Fan 106 106 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 413 99 513 14: 516 221! Sub Total=_> -1,483 -1,848 48.32 Nom Vent 29 29 Internal Loads Internal Loads AHU Vent 29 29 Infil 0 0 Lights 606 151 757 21 606 26 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 0i People 0 0 0.00 Return 79 79 Misc 1,024 0 1,024 28; 1,024 431 Misc 0 0 0.00 Exhaust 2 2 Sub Total=_> 1,630 151 1,781 50; 1,630 69 i Sub Total=_> 0 0 0.00 Rm Exh 27 27 Auxiliary 0 0 Ceiling Load 184 -184 0 0 210 9 Ceiling Load -281 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 1,301 36 0 0 Ventilation Load 0 -1,979 51.75 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0; 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 OvlUndr sizing o 0 0: 0 0 Exhaust Heat 3 -0.07 ENGINEERING CKS Exhaust Heat -2 -2 0i OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 27.5 27.5 Duct Heat Pkup 0 0 0: cfm/ftz 0.11 0.11 Underflr Sup Ht Pkup 0 0. Underflr Sup Ht Pkup 0 0.00 cfm/ton 353.57 Supply Air Leakage 0 0 0: Supply Air Leakage 0 0.00 ft'lton 3,123.57 Btu/hr-ft' 3.84 -4.09 Grand Total=_> 2,227 65 3,593 100.00' 2,356 100.00 Grand Total==> -1,764 -3,824 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib *F °F gr/lb ft' (%) MBh cfm °F °F Main Clg 0.3 3.6 2.5 106 77.5 64.7 71.4 55.0 53.5 58.8 Floor 935 Main Htg -3.8 106 52.5 85.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.3 106 52.5 55.0 ExFlr 0 Total 0.3 3.6 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 471 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -3.8 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 22 of 23 System Checksums By Innovative Engineering Services, LLC HP-9 Water Source Heat Pump COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:Sum of Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:Peaks OADB: 9 SADB 55.0 97.8 Ra Plenum 75.7 68.8 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.7 68.8 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.7 61.6 Btu/h Btu/h Btu/h (%)l Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads :.Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0! 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0! 0 0� Roof Cond 0 0 0.00 Glass Solar 0 0 0 0: 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 274 64 338 25 453 37 Wall Cond -1,417 -1,764 80.21 Diffuser 55 55 Partition/Door 0 0 0; 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0; Floor 0 0 0.00 Terminal 55 55 Adjacent Floor 0 0 0 0 0 0, Adjacent Floor 0 0 0 Main Fan 55 55 Infiltration 0 0 0; 0 0; Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 274 64 338 25' 453 37 Sub Total=_> -1,417 -1,764 80.21 Nom Vent7 7 Internal Loads Internal Loads AHU Vent 7 7 Infil 0 0 Lights 565 141 706 52 565 47 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 0; People 0 0 0.00 Return 55 55 Misc 0 0 0 0. 0 01 Misc 0 0 0.00 Exhaust 7 7 Sub Total=_> 565 141 706 52:: 565 47! Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 161 -161 0 0 195 16 Ceiling Load -272 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 327 24; 0 0 Ventilation Load 0 -444 20.20 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0; 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0i 0 0 Exhaust Heat 9 -0.41 ENGINEERING CKS Exhaust Heat -5 -5 01 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0i RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 12.0 12.0 Duct Heat Pkup 0 0 0 cfm/ft' 0.08 0.08 Underflr Sup Ht Pkup 0 0' Underflr Sup Ht Pkup 0 0.00 cfm/ton 478.80 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 6,059.10 Btu/hr-ft' 1.98 -3.19 Grand Total==> 1,000 39 1,367 100.00; 1,214 100.00 Grand Total==> -1,688 -2,199 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib °F OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 0.1 1.4 1.1 55 76.7 62.1 60.2 55.0 53.5 58.7 Floor 690 Main Htg -2.2 55 61.6 97.8 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.1 1.4 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 450 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -2.2 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 23 of 23 Room Checksums By Innovative Engineering Services, LLC ADMIN 121 COOLING COIL PEAK CLG-SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/11 Mo/Hr: 10/11 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 79/70/94 OADB:64 OADB: 9 SADB 55.0 74.9 Ra Plenum 75.9 67.6 Space Plenum Net Percent'; Space Percent l Space Peak Coil Peak Percent Return 75.9 67.6 Sens.+Lat. Sens.+Lat Total Of Total! Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.2 62.6 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads ;Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 01 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0' 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 119 119 2 0 0 Roof Cond 0 -527 15.94 Glass Solar 3,468 0 3,468 56 4,241 791 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 37 0 37 1 -153 -31 Glass/Door Cond -804 -804 24.31 Cooling Heating Wall Cond 336 101 438 7 244 5 Wall Cond -383 -495 14.98 Diffuser 241 241 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0; Floor 0 0 0.00 Terminal 241 241 Adjacent Floor 0 0 0 0' 0 0! Adjacent Floor 0 0 0.00 Main Fan 241 241 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 3,841 220 4,061 66: 4,331 81 ! Sub Total=_> -1,187 -1,826 55.23 Nom Vent 21 21 AHU Vent 21 21 Internal Loads Internal Loads Infil 0 0 Lights 239 60 299 5 239 41 Lights 0 0 0.00 MinStop/Rh 0 0 People 900 0 900 15 500 9i People 0 0 0.00 Return 241 241 Misc 299 0 299 5: 299 6i Misc 0 0 0.00 Exhaust 21 21 Sub Total=_> 1,438 60 1,497 24 1,038 19 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 49 -49 0 0 -4 0 Ceiling Load -134 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 653 11 0 0 Ventilation Load 0 -1,392 42.08 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0' 'Ov/Undr Sizing 0 0 0.00 Ov/Undr sizing 0 0 01 0 0 Exhaust Heat 55 4.67 ENGINEERING CKS Exhaust Heat -20 -20 0' OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0i RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0i Additional Reheat 0 0.00 %OA 8.5 8.5 Duct Heat Pkup 0 0 0' System Plenum Heat -144 4.36 cfm/ft= 1.38 1.38 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 467.28 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftz/ton 339.21 Btulhr•ft2 35.38 -18.90 Grand Total==> 5,328 210 6,191 100.00' 5,365 100.00 Grand Total==> -1,321 -3,307 100.00 11 No.People 2 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/UVB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 0.5 6.2 5.2 241 76.2 61.4 58.1 55.0 52.5 55.0 Floor 175 Main Htg -3.3 241 62.6 74.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.5 6.2 Roof 175 0 0 Humidif 0.0 0 0.0 0.0 Wall 150 22 15 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -3.3 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 1 of 45 Room Checksums By Innovative Engineering Services, LLC BUFFET AREA/BAR 124-125 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr: 10/12 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:67 OADB: 9 SADB 55.0 71.9 Ra Plenum 75.7 68.3 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.7 68.3 Sens.+Lat. Sens.+Lat Total Of Total` Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 78.0 50.5 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads !Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0! 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 582 582 1 : 0 0 Roof Cond 0 -2,087 8.77 Glass Solar 2,649 0 2,649 6 5,389 241 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 147 0 147 0 -193 -1 Glass/Door Cond -1,291 -1,291 5.43 Cooling Heating Wall Cond 354 121 475 1 350 2 i Wall Cond -458 -613 2.58 Diffuser 1,000 1,000 Partition/Door 0 0 O j 0 0 Partition/Door 0 0 0.00 Floor 0 0 00 0 i Floor 0 0 0.00 Terminal 1,000 1,000 Adjacent Floor 0 0 0 0 i 0 0 i Adjacent Floor 0 0 0.00 Main Fan 1,000 1,000 Infiltration 0 0 0 0 0 Infiltration 00 0.00 Sec Fan 0 0 Sub Total=_> 3,150 703 3,853 9i 5,546 251 Sub Total=_> -1,749 -3,991 16.78 Nom Vent 300 300 Internal Loads Internal Loads AHU Vent 300 300 Infil 0 0 Lights 934 233 1,167 3 934 4i Lights 0 0 0.00 MinStop/Rh 0 0 People 29,150 0 29,150 65' 14,575 661 People 0 0 0.00 Return 1,000 1,000 Misc 1,195 0 1,195 3 1,195 5 1 Misc 0 0 0.00 Exhaust 300 300 Sub Total=_> 31,278 233 31,512 70' 16,703 75 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 153 -153 0 0 -2 0 1,Ceiling Load -366 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 9,659 22` 0 0 Ventilation Load 0 -20,357 85.59 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0i 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0! 0 0 Exhaust Heat 563 -2.37 ENGINEERING CKS Exhaust Heat -235 -235 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 On 'RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 'Additional Reheat 00.00 %OA 30.0 30.0 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.00 cfm/ft2 1.46 1.46 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 267.82 Supply Air Leakage 0 0 0i Supply Air Leakage 0 0.00 ft2lton 183.26 Btu/hr-ft2 65.48 -34.77 Grand Total==> 34,581 549 44,789 100.00' 22,247 100.00!Grand Total==> -2,115 -23,785 100.00 No.People 53 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft2 (%) MBh cfm OF OF Main Clg 3.7 44.8 23.4 1,000 78.068.3 88.4 55.0 54.2 61.4 Floor 684 Main Htg -23.8 1,000 50.5 71.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -5.0 1,000 50.5 55.0 ExFlr 0 Total 3.7 44.8 Roof 684 0 0 Humidif 0.0 0 0.0 0.0 Wall 188 30 16 Opt Vent 0.0 0 0.0 0.0 Ext Door 16 0 0 Total -23.8 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 2 of 45 Room Checksums By Innovative Engineering Services, LLC CASUAL DINING 107 LOWER HALF COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:7/14 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:85 OADB: 9 SADB 37.4 105.1 Ra Plenum 76.5 67.5 Space Plenum Net Percent;! Space Percent Space Peak Coil Peak Percent Return 76.5 67.5 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.5 59.3 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads i Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0; 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 2,833 0 2,833 9' 2,789 15 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 1,545 0 1,545 5 1,863 10 Glass/Door Cond -13,521 -13,521 59.50 Cooling Heating Wall Cond 1,573 1,014 2,587 8; 1,474 8i Wall Cond -3,113 -5,134 22.60 Partition/Door 0 0 0! 0 01 Partition/Door 0 0 0.00 Diffuser 446 446 Floor 0 0 01 0 0 Floor 0 0 0.00 Terminal 446 446 Adjacent Floor 0 0 0 0 0 011 Adjacent Floor 0 0 0.00 Main Fan 446 446 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 5,951 1,014 6,965 22 6,125 331 Sub Total=_> -16,633 -18,655 82.10 Nom Vent 62 62 Internal Loads AHU Vent 62 62 Internal Loads Infil 0 0 Lights 799 200 999 3 799 4!, Lights 0 0 0.00 MinStop/Rh 0 0 People 20,900 0 20,900 65' 10,450 56 People 0 0 0.00 Return 446 446 Misc 853 0 853 3 853 5 Misc 0 0 0.00 Exhaust 62 62 Sub Total=_> 22,553 200 22,753 71! 12,103 65 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 466 -466 0 0 441 2 Ceiling Load -776 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 2,606 8: 0 0 Ventilation Load 0 -4,241 18.67 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0! 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0; Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0` 0 0 Exhaust Heat 174 -0.77 ENGINEERING CKS Exhaust Heat -105 -105 0OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0! Additional Reheat 0 0.00 %OA 14.0 14.0 Duct Heat Pkup 0 0 01 i System Plenum Heat 0 0.00 cfm/ft' 0.46 0.46 Underflr Sup Ht Pkup 0 0: Underflr Sup Ht Pkup 0 0.00 cfm/ton 166.23 Supply Air Leakage 0 0 01 Supply Air Leakage 0 0.00 ft2/ton 363.52 Btu/heft' 33.01 -23.28 Grand Total=_> 28,970 643 32,219 100.00' 18,669 100.001 Grand Total=_> -17,409 -22,722 100.00 11 No.People 38 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/lb OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 2.7 32.2 19.8 446 77.5 64.7 71.5 37.4 37.1 32.2 Floor 976 Main Htg -22.7 446 59.3 105.1 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 Total 2.7 32.2 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 807 293 36 Opt Vent 0.0 0 0.0 0.0 Ext Door 231 0 0 Total -22.7 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 3 of 45 Room Checksums By Innovative Engineering Services, LLC CASUAL DINING 107 UPPER HALF COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8116 Mo/Hr:8/16 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/72/99 OADB:83 OADB: 9 SADB 55.0 74.8 Ra Plenum 78.3 66.6 Space Plenum Net Percenti Space Percent Space Peak Coll Peak Percent Return 78.3 66.6 Sens.+Lat. Sens.+Lat Total Of Total. Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 79.0 58.5 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads 'Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 01 Skylite Cond 0 0 0.00 Roof Cond 0 3,680 3,680 11 0 01! Roof Cond 0 -3,689 25.99 Glass Solar 4,975 0 4,975 15' 4,975 29 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 261 0 261 1 261 1 Glass/Door Cond -1,973 -1,973 13.90 Cooling Heating Wall Cond 747 202 949 3; 747 4; Wall Cond -1,169 -1,495 10.53 Diffuser 784 784 Partition/Door 0 0 0' 0 0 1 Partition/Door 0 0 0.00 Floor 0 0 0: 0 0. Floor 0 0 0.00 Terminal 784 784 Adjacent Floor 0 0 0 0 0 0:: Adjacent Floor 0 0 0.00 Main Fan 784 784 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 5,983 3,881 9,864 30 5,983 341 Sub Total=_> -3,142 -7,157 50.43 Nom Vent 110 110 Internal Loads AHU Vent 110 110 Internal Loads Infil 0 0 Lights 0 0 0 0 0 0� Lights 0 0 0.00 MinStop/Rh 0 0 People 20,900 0 20,900 63 10,450 60 People 0 0 0.00 Return 784 784 Misc 0 0 0 0: 0 0 Misc 0 0 0.00 Exhaust 110 110 Sub Total=_> 20,900 0 20,900 63': 10,450 60: Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 1,016 -1,016 0 0 1,016 6 Ceiling Load -1,051 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 2,583 8; 0 0 Ventilation Load 0 -7,451 52.50 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0' 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0: 0 0!Exhaust Heat 415 -2.92 ENGINEERING CKS Exhaust Heat -401 -401 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0; RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 01 Additional Reheat 0 0.00 %OA 14.0 14.0 Duct Heat Pkup 0 0 0i System Plenum Heat 0 0.00 cfm/ft' 0.80 0.80 Underflr Sup Ht Pkup 0 0 UnderfIr Sup Ht Pkup 0 0.00 cfm/ton 285.55 Supply Air Leakage 0 0 W Supply Air Leakage 0 0.00 ft2lton 355.49 Btulhr•ft2 33.76 -14.54 Grand Total=_> 27,898 2,464 32,946 100.00 i 17,448 100.00 Grand Total==> -4,193 -14,193 100.00 No.People 38 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F grub ft2 (%) MBh cfm °F °F Main Cig 2.8 33.0 20.9 784 79.0 67.3 82.0 55.0 53.9 60.4 Floor 976 Main Htg -14.2 784 58.5 74.8 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 2.8 33.0 Roof 1,496 0 0 Humidif 0.0 0 0.0 0.0 Wall 442 54 12 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -14.2 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 4 of 45 Room Checksums By Innovative Engineering Services, LLC CLUB RECORDS 030 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/21 Mo/Hr:7/22 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 77/68/87 OADB:75 OADB: 9 SADB 55.0 105.6 Ra Plenum 75.7 68.4 Space Plenum Net Percent Space Percent; Space Peak Coil Peak Percent Return 75.7 68.4 Sens.+Lat Sens.+Lat Total Of Total, Sensible Of Total! Space Sens Tot Sens Of Total Ret/OA 75.9 61.9 Btu/h Btu/h Btu/h (%)i Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0i 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0: 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar D 0 0 0! 0 01 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 104 25 129 61 104 61 Wall Cond -268 -333 89.17 Partition/Door 0 0 0! 0 01 Partition/Door 0 0 0.00 Diffuser 8 8 Floor 0 0 0; 0 0i Floor 0 0 0.00 Terminal 8 8 Adjacent Floor 0 0 0 0. 0 01 Adjacent Floor 0 0 0.00 Main Fan 8 8 Infiltration 0 0 0 0 01 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 104 25 129 61z 104 61 1 Sub Total=_> -268 -333 89.17 Nom Vent 1 1 Internal Loads Internal Loads of I Vent 0 0 Lights 49 12 62 29i 49 29 i Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0' 0 01 People 0 0 0.00 Return 8 8 Misc 0 0 0 0i 0 0 Misc 0 0 0.00 Exhaust 1 1 Sub Total=_> 49 12 62 29 49 291 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 17 -17 0 0; 17 10 1 Ceiling Load -36 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 21 10 0 0 Ventilation Load 0 -57 15.35 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 1 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: OvlUndr Sizing 0 0 0.00 Ov/Undr sizing 0 0 0' 0 0 1 Exhaust Heat 1 -0.40 ENGINEERING CKS Exhaust Heat -1 -1 0 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0: Additional Reheat 0 0.00 %OA 11.0 11.0 Duct Heat Pkup 0 0 0 System Plenum Heat 15 -4.12 cfm/ft' 0.11 0.11 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 436.17 Supply Air Leakage 0 0 0, Supply Air Leakage 0 0.00 ftzlton 4,108.81 Btu/heft' 2.92 -5.16 Grand Total==> 170 20 211 100.00 171 100.00 Grand Total==> -304 -373 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ftZ (%) MBh cfm OF OF Main Cig 0.0 0.2 0.2 8 75.9 61.3 57.9 55.0 51.6 51.7 Floor 72 Main Htg -0.4 8 61.9 105.6 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.0 0.2 Roof D 0 0 Humidif 0.0 0 0.0 0.0 Wall 85 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.4 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 5 of 45 Room Checksums By Innovative Engineering Services, LLC DINING ROOM A 122 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/17 Mo/Hr:6/18 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 84/71/94 OADB:79 OADB: 9 SADB 45.1 75.6 1 Ra Plenum 75.6 69.6 Space Plenum Net Percentl Space Percent l Space Peak Coil Peak Percent Return 75.6 69.6 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 78.7 46.0 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads 1 Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 j Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 Of Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 01 Roof Cond 0 0 0.00 Glass Solar 10,172 0 10,172 18' 11,855 37; Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 543 0 543 1 269 1 1 Glass/Door Cond -3,837 -3,837 11.96 Cooling Heating Wall Cond 1,478 438 1,916 3 1,589 51 Wall Cond -2,037 -2,644 8.25 Diffuser 973 973 Partition/Door 0 0 0 0 01 Partition/Door 0 0 0.00 Floor 0 0 0 0 Oil Floor 0 0 0.00 Terminal 973 973 Adjacent Floor 0 0 0 0 0 01 Adjacent Floor 0 0 0.00 Main Fan 973 973 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 12,192 438 12,630 22; 13,713 42 j Sub Total=_> -5,873 -6,481 20.21 Nom Vent 379 379 AHU Vent 379 379 Internal Loads Internal Loads Infil 0 0 Lights 1,857 464 2,321 4: 1,857 6 Lights 0 0 0.00 MinStop/Rh 0 0 People 29,700 0 29,700 52 14,850 4611 People 0 0 0.00 Return 973 973 Misc 1,707 0 1,707 3. 1,707 5 Misc 0 0 0.00 Exhaust 379 379 Sub Total=_> 33,263 464 33,727 591 18,413 57t Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 257 -257 0 0 266 1 Ceiling Load -173 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 11,256 20: 0 Ol Ventilation Load 0 -25,757 80.32 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0; Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0: 0 0 Exhaust Heat 170 -0.53 ENGINEERING CKS Exhaust Heat -252 -252 0: OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 j Additional Reheat 0 0.00 %OA 39.0 39.0 Duct Heat Pkup 0 0 0: System Plenum Heat 0 0.00 cfm/ft' 0.72 0.72 Underflr Sup Ht Pkup 0 0' Underflr Sup Ht Pkup 0 0.00 cfm/ton 203.53 Supply Air Leakage 0 0 0' Supply Air Leakage 0 0.00 ft'/ton 284.51 Btu/heft' 42.18 -23.58 Grand Total==> 45,712 394 57,362 100.00 32,392 100.00'Grand Total==> -6,046 -32,069 100.00 No.People 54 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 4.8 57.4 34.9 973 78.7 66.1 76.3 45.1 45.0 44.2 Floor 1,360 Main Htg -32.1 973 46.0 75.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 4.8 57.4 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 783 105 13 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -32.1 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 6 of 45 Room Checksums By Innovative Engineering Services, LLC DINING ROOM A 122 UPPER COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7113 Mo/Hr:6/19 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:77 OADB: 9 SADB 55.0 75.6 Ra Plenum 77.6 60.7 Space Plenum Net Percent' Space Percent; Space Peak Coil Peak Percent Return 77.6 60.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total I Space Sens Tot Sens Of Total Ret/OA 79.9 40.5 Btu/h Btu/h Btu/h (%): Btu/h (%)i Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0; Skylite Cond 0 0 0.00 Roof Cond 0 3,702 3,702 9 0 0 i Roof Cond 0 -13,072 37.56 Glass Solar 682 0 682 2! 2,553 131 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 83 0 83 0 43 0 Glass/Door Cond -806 -806 2.32 Cooling Heating Wall Cond 167 38 204 0: 607 3 i Wall Cond -729 -902 2.59 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 892 892 Floor 0 0 0: 0 0 Floor 0 0 0.00 Terminal 892 892 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 892 892 Infiltration 0 0 0 0 0! Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 931 3,740 4,671 11; 3,204 16: Sub Total=_> -1,535 -14,780 42.47 Nom Vent 348 348 Internal Loads Internal Loads AHU Vent 348 348 Infil 0 0 Lights 0 0 0 0` 0 0 Lights 0 0 0.00 MinStop/Rh 0 0 People 29,150 0 29,150 68' 14,575 73! People 0 0 0.00 Return 892 892 Misc 0 0 0 0; 0 0: Misc 0 0 0.00 Exhaust 348 348 Sub Total=_> 29,150 0 29,150 68i 14,575 73: Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 1,132 -1,132 0 0: 2,083 10 Ceiling Load -4,008 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 10,027 23, 0 0 Ventilation Load 0 -23,627 67.88 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0! 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 i Exhaust Heat 3,602 -10.35 ENGINEERING CKS Exhaust Heat -1,017 -1,017 -2 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 ;Additional Reheat 0 0.00 %OA 39.0 39.0 Duct Heat Pkup 0 0 0: System Plenum Heat 0 0.00 cfm/ft= 0.66 0.66 Underflr Sup Ht Pkup 0 0! Underflr Sup Ht Pkup 0 0.00 cfm/ton 250.04 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 381.03 Btu/heft' 31.49 -25.59 Grand Total==> 31,213 1,591 42,831 100.00 19,862 100.001 Grand Total==> -5,543 -34,805 100.00 11 No.People 53 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBIWBIHR Leave DBIWB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Cig 3.6 42.8 21.5 892 79.9 69.9 94.3 55.0 55.0 64.7 Floor 1,360 Main Htg -34.8 892 40.5 75.6 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -14.4 892 40.5 55.0 ExFlr 0 Total 3.6 42.8 Roof 4,916 0 0 Humidif 0.0 0 0.0 0.0 Wall 261 22 8 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -34.8 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 7 of 45 Room Checksums By Innovative Engineering Services, LLC DINING ROOM B 122 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/18 Mo/Hr:6/18 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 82/70/91 OADB:79 OADB: 9 SADB 47.6 77.0 Ra Plenum 75.5 69.6 Space Plenum Net Percent: Space Percent Space Peak Coil Peak Percent Return 75.5 69.6 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total! Space Sens Tot Sens Of Total Ret/OA 77.5 50.8 Btu/h Btu/h Btu/h (%) Btu/h (%)i Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads I Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 i Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 01 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 i 0 0; Roof Cond 0 0 0.00 Glass Solar 13,875 0 13,875 27' 14,783 47 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 725 0 725 1 416 1 ! Glass/Door Cond -5,920 -5,920 19.62 Cooling Heating Wall Cond 1,050 353 1,403 3: 978 3; Wall Cond -1,992 -2,667 8.84 Diffuser 1,034 1,034 Partition/Door 0 0 Oi 0 0' Partition/Door 0 0 0.00 Floor 0 0 0: 0 0 Floor 0 0 0.00 Terminal 1,034 1,034 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 1,034 1,034 Infiltration 0 0 0 i 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 15,651 353 16,004 31 16,177 51 i Sub Total=_> -7,912 -8,587 28.45 Nom Vent 320 320 Internal Loads AHU Vent 320 320 Internal Loads Infil 0 0 Lights 1,551 388 1,939 4 1,551 5 Lights 0 0 0.0o MinStop/Rh 0 0 People 24,750 0 24,750 48 12,375 39i People 0 0 0.00 Return 1,034 1,034 Misc 1,195 0 1,195 2 1 1,195 4' Misc 0 0 0.00 Exhaust 320 320 Sub Total=_> 27,495 388 27,883 54 15,120 48; Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 177 -177 0 0' 171 1 i Ceiling Load -161 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 8,312 16; 0 o Ventilation Load 0 -21,750 72.07 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 j Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 i Exhaust Heat 159 -0.53 ENGINEERING CKS Exhaust Heat -175 -175 0 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0. RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat0 0.00 %OA 31.0 31.0 Duct Heat Pkup 0 0 0, j System Plenum Heat 0 0.00 cfm/ft' 0.91 0.91 Underflr Sup Ht Pkup 0 0i Underflr Sup Ht Pkup 0 0.00 cfm/ton 238.40 Supply Air Leakage 0 0 0: 'Supply Air Leakage 0 0.00 ft'/ton 262.03 Btu/heft' 45.80 -26.56 Grand Tota/==> 43,323 389 52,024 100.00' 31,468 100.00 Grand Total==> -8,073 -30,178 100.00 No.People 45 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 4.3 52.0 33.8 1,034 77.5 65.1 73.1 47.6 47.6 48.8 Floor 1,136 Main Htg -30.2 1,034 50.8 77.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 4.3 52.0 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 834 150 18 Opt Vent 0.0 0 0.0 0.0 Ext Door 36 0 0 Total -30.2 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 8 of 45 Room Checksums By Innovative Engineering Services, LLC DINING ROOM B 122 UPPER COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:6/9 Mo/Hr: Heating Design Cooling Heating Outside Air: OADBNVB/HR: 83/74/111 OADB:73 OADB: 9 SADB 55.0 75.9 Ra Plenum 77.7 60.7 Space Plenum Net Percenti Space Percenti i Space Peak Coil Peak Percent Return 77.7 60.7 Sens.+Lat. Sens.+Lat Total Of Total, Sensible Of Total; Space Sens Tot Sens Of Total Ret/OA 79.4 44.7 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope LoadsEnvelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 D 0 0 0 0 Skylite Solar 0 D 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0': 0 0! Skylite Cond 0 0 0.00 Roof Cond 0 2,870 2,870 9 0 0 Roof Cond 0 -10,166 43.09 Glass Solar 445 0 445 1 1,365 9 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 42 0 42 0 -22 01 Glass/Door Cond -409 -409 1.73 Cooling Heating Wall Cond 399 97 496 1349 21 Wall Cond -744 -911 3.86 Diffuser 678 678 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 01 Floor 0 0 0.00 Terminal 678 678 Adjacent Floor D 0 0 0 0 01 Adjacent Floor 0 0 0.00 Main Fan 678 678 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 886 2,967 3,853 11 1,692 11 Sub Total==> -1,153 -11,486 48.68 Nom Vent 210 210 Internal Loads 1 Internal Loads of l Vent 210 210 Lights 0 0 0 0 0 01 Lights 0 0 0.00 MinStop/Rh 0 0 People 24,750 0 24,750 74' 12,375 82: People 0 0 0.00 Return 678 678 Misc 0 0 0 0 0 0 Misc 0 0 0.00 Exhaust 210 210 Sub Total=_> 24,750 0 24,750 74 12,375 82 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 958 -958 0 0: 1,033 7 Ceiling Load -3,336 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 5,692 17. 0 0:Ventilation Load 0 -14,278 60.51 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: Ov/Undr Sizing 0 0 0.00 OvlUndr Sizing 0 0 0 0 0 Exhaust Heat 2,169 -9.19 ENGINEERING CKS Exhaust Heat -623 -623 -2 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0. RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 31.0 31.0 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.00 cfm/ft' 0.60 0.60 Underfir Sup Ht Pkup 0 0: Underfir Sup Ht Pkup 0 0.00 cfm/ton 241.80 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 404.85 Btu/heft= 29.64 -20.77 Grand Total=_> 26,594 1,386 33,672 100.00' 15,100 100.00 Grand Total==> -4,489 -23,595 100.00 11 No.People 45 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Cig 2.8 33.7 17.6 678 79.4 69.7 93.8 55.0 54.4 62.3 Floor 1,136 Main Htg -23.6 678 44.7 75.9 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -7.8 678 44.7 55.0 ExFlr 0 Total 2.8 33.7 Roof 3,821 0 0 Humidif 0.0 0 0.0 0.0 Wall 252 11 4 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -23.6 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 9 of 45 Room Checksums By Innovative Engineering Services, LLC EXISTING PRIVATE DINING 126 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:7/9 Mo/Hr: Heating Design Cooling Heating Outside Air: OADBf B/HR: 83/74/111 OADB:75 OADB: 9 SADB 55.0 77.3 Ra Plenum 75.8 68.3 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.8 68.3 Sens.+Lat. Sens.+Lat Total Of Total! Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.6 54.6 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope LoadsEnvelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 O 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0' 0 0' Skylite Cond 0 0 0.00 Roof Cond 0 551 551 1 0 0: Roof Cond 0 -1,988 7.08 Glass Solar 3,559 0 3,559 8 7,220 291 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 819 0 819 2!: -122 0 j Glass/Door Cond -7,217 -7,217 25.71 Cooling Heating Wall Cond 1,159 437 1,596 3 598 2 1 Wall Cond -1,441 -1,978 7.05 Diffuser 1,114 1,114 Partition/Door 0 0 0 0 0' Partition/Door 0 0 0.00 Floor 0 0 0; 0 0 Floor 0 0 0.00 Terminal 1,114 1,114 Adjacent Floor 0 0 0 0 0 0' Adjacent Floor 0 0 0.00 Main Fan 1,114 1,114 Infiltration 0 0 0. 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 5,537 988 6,524 14 7,696 31 Sub Total=_> -8,658 -11,184 39.84 Nom Vent 256 256 AHU Vent 256 256 Internal Loads Internal Loads Infil 0 0 Lights 891 223 1,113 2 891 41 Lights 0 0 0.00 MinStop/Rh 0 0 People 29,700 0 29,700 64 14,850 60: People 0 0 0.00 Return 1,114 1,114 Misc 1,195 0 1,195 3, 1,195 5I Misc 0 0 0.00 Exhaust 256 256 Sub Total=_> 31,785 223 32,008 69 16,935 68 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 173 -173 0 Wt 154 1 Ceiling Load -361 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 8,220 18; 0 0;Ventilation Load 0 -17,388 61.94 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 p Ov/Undr Sizing 0 0 0.00 Ov/Undr sizing 0 0 0: o 0 Exhaust Heat 498 -1.77 ENGINEERING CKS Exhaust Heat -239 -239 -1; OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 Oi RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 01 Additional Reheat 0 0.00 %OA 23.0 23.0 Duct Heat Pkup 0 0 Q! System Plenum Heat 0 0.00 cfm/ft' 1.71 1.71 Underflr Sup Ht Pkup 0 0 i Underflr Sup Ht Pkup 0 0.00 cfm/ton 287.32 Supply Air Leakage 0 0 07: Supply Air Leakage 0 0.00 ft'/ton 168.34 Btu/heft' 71.28 -43.02 Grand Total==> 37,495 799 46,513 100.00' 24,786 100.00 Grand Total=_> -9,019 -28,074 100.00 No.People 54 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBIWBIHR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft- (%) MBh cfm °F °F Main Clg 3.9 46.5 25.8 1,114 77.667.7 86.3 55.0 54.5 62.9 Floor 653 Main Htg -28.1 1,114 54.6 77.3 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.5 1,114 54.6 55.0 ExFIr 0 Total 3.9 46.5 Roof 653 0 0 Humidif 0.0 0 0.0 0.0 Wall 708 198 28 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -28.1 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4ltemative-1 System Checksums Report Page 10 of 45 Room Checksums By Innovative Engineering Services, LLC FOYER 101 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/18 Mo/Hr:6/18 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 82/70/91 OADB:79 OADB: 9 SADB 59.3 76.6 Ra Plenum 76.2 68.2 Space Plenum Net Percent' Space Percent Space Peak Coil Peak Percent Return 76.2 68.2 Sens.+Lat. Sens.+Lat Total Of Total. Sensible Of Total: Space Sens Tot Sens Of Total RetlOA 77.0 59.9 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btulh (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn 13IdTD 0.0 0.0 Skylite Solar 0 0 0 0! 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0� 0 0! Skylite Cond 0 D 0.00 Roof Cond 0 629 629 4: 0 0 Roof Cond 0 -1,285 10.41 Glass Solar 8,635 0 8,635 58i 9,224 791 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 462 0 462 3 265 2 Glass/Door Cond -3,770 -3,770 30.55 Wall Cond 667 252 919 6! 660 6 Wall Cond -846 -1,164 9.43 Cooling Heating Partition/Door 0 0 0 Diffuser 664 664 0 0 Partition/Door 0 0 0.00 Floor - 0 0 01 00 Floor 0 0 0.00 Terminal 664 664 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 664 664 Infiltration 0 0 0! 0 0; Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 9,763 881 10,644 711; 10,149 871 Sub Total=_> -4,616 -6,219 50.39 Nom Vent 93 93 AHU Vent 93 93 Internal Loads j Internal Loads Infil 0 0 Lights 577 144 721 5 577 5 Lights 0 0 0.00 MinStop/Rh 0 0 People 1,329 0 1,329 9; 738 6 People 0 0 0.00 Return 664 664 Misc 0 0 0 0 0 0': Misc 0 0 0.00 Exhaust 93 93 Sub Total=_> 1,906 144 2,050 144; 1,315 11 1 Sub Total=_> 0 0 0.00 RM Exh 0 0 Auxiliary 0 0 Ceiling Load 157 -157 0 0 155 1 ;Ceiling Load -246 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 2,425 16, 0 0 Ventilation Load 0 -6,313 51.15 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0; Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0'; 0 0 Exhaust Heat 190 -1.54 ENGINEERING CKS Exhaust Heat -122 -122 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 IRA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 s Additional Reheat 0 0.00 %OA 14.0 14.0 Duct Heat Pkup 0 0 0: System Plenum Heat 0 0.00 cfm/ftz 1.57 1.57 Underflr Sup Ht Pkup 0 0; UnderflrSup Ht Pkup 0 0.00 cfm/ton 531.49 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 337.97 Btu/heft' 35.51 -29.22 Grand Total=_> 11,826 746 14,998 100.00 11,619 100.00 Grand Total==> -4,862 -12,342 100.00 No.People 3 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/lb °F °F gr/Ib ft. (%) MBh cfm °F °F Main Clg 1.3 15.0 12.7 664 77.0 64.0 68.5 59.3 56.6 64.5 Floor 422 Main Htg -12.3 664 59.9 76.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 1.3 15.0 Roof 422 0 0 Humidif 0.0 0 0.0 0.0 Wall 396 95 24 Opt Vent 0.0 0 0.0 0.0 Ext Door 25 0 0 Total -12.3 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 11 of 45 Room Checksums By Innovative Engineering Services, LLC GRILL KITCHEN 108 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/16 Mo/Hr:8/17 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 85/72/99 OADB:83 OADB: 9 SADB 59.8 70.9 Ra Plenum 75.3 69.4 Space Plenum Net Percent' Space Percent I Space Peak Coil Peak Percent Return 75.3 69.4 Sens.+Lat. Sens.+Lat Total Of Total', Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.3 63.4 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads ;Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 01 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 01 Skylite Cond 0 0 0.00 Roof Cond 0 1,087 1,087 1 i 0 01 Roof Cond 0 -2,810 6.84 Glass Solar 6,444 0 6,444 6' 7,177 9 i Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 364 0 364 0 301 0 Glass/Door Cond -2,412 -2,412 5.87 Wall Cond 1,735 474 2,209 2: 1,994 2 Wall Cond -2,517 -3,204 7.79 Cooling Heating Partition/Door 0 0 0 0 01 Partition/Door 0 0 0.00 Diffuser 4,864 4,864 Floor 0 0 0! 0 0 Floor 0 0 0.00 Terminal 4,864 4,864 Adjacent Floor 0 0 0 0 0 01 Adjacent Floor 0 0 0.00 Main Fan 4,864 4,864 Infiltration 0 0 0 0 0 i Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 8,542 1,561 10,104 10. 9,472 12: Sub Total=_> -4,929 -8,426 20.50 Nom Vent 486 486 Internal Loads Internal Loads AHU Vent 486 486 Infil 0 0 Lights 1,483 371 1,853 2 1,483 2 Lights 0 0 0.00 MinStoplRh 0 0 People 2,300 0 2,300 2� 1,200 1 1 People 0 0 0.00 Return 4,864 4,864 Misc 70,000 0 70,000 70 70,000 851 Misc 0 0 0.00 Exhaust 486 486 Sub Total=_> 73,783 371 74,153 741 72,683 88 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 97 -97 0 0 100 0 Ceiling Load -176 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 16,640 17i 0 0!Ventilation Load 0 -33,016 80.31 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0: 0 0 1 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: Ov/Undr Sizing 0 0 0.00 Ov/UndrSizing 0 0 0 0 0 Exhaust Heat 332 -0.81 ENGINEERING CKS Exhaust Heat -183 -183 0: OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 o; RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0: Additional Reheat 0 0.00 %OA 10.0 10.0 Duct Heat Pkup 0 0 0i i System Plenum Heat 0 0.00 cfm/ft' 5.37 5.37 Underflr Sup Ht Pkup 0 0 Underfir Sup Ht Pkup 0 0.00 cfm/ton 579.50 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 107.82 Btu/hr-ft' 111.29 -45.43 Grand Total==> 82,422 1,651 100,713 100.00 82,255 100.00 Grand Total==> -5,105 -41,109 100.00 No.People 4 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBIWB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 8.4 100.7 88.2 4,864 76.3 63.7 68.4 59.8 57.0 65.0 Floor 905 Main Htg -41.1 4,864 63.4 70.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 8.4 100.7 Roof 905 0 0 Humidif 0.0 0 0.0 0.0 Wall 888 66 7 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -41.1 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4ltemative-1 System Checksums Report Page 12 of 45 Room Checksums By Innovative Engineering Services, LLC GRILL ROOM 105 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/9 Mo/Hr:6/9 Mo/Hr: Heating Design Cooling Heating Outside Air: OADBMB/HR: 75/65/78 OADB:73 OADB: 9 SADB 42.7 77.6 Ra Plenum 76.1 67.1 Space Plenum Net Percent Space Percenti Space Peak Coil Peak Percent Return 76.1 67.1 Sens.+Lat. Sens.+Lat Total Of Total! Sensible Of Total; Space Sens Tot Sens Of Total Ret/OA 75.8 54.9 Btu/h Btu/h Btu/h (%) Btu/h (%)l Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BldTD 0.0 0.0 Skylite Solar 0 0 0 0; 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0° 0 0' SWite Cond 0 0 0.00 Roof Cond 0 1,163 1,163 2; 0 0 Roof Cond 0 -3,848 15.09 Glass Solar 14,587 0 14,587 26 15,390 43 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond -115 0 -115 0' -338 -1 Glass/Door Cond -6,798 -6,798 26.66 Cooling Heating Wall Cond 381 211 592 ii 412 1 Wall Cond -755 -1,169 4.58 Diffuser 1,008 1,008 Partition/Door 0 0 0 0 0: Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 1,008 1,008 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 1,008 1,008 Infiltration 0 0 0, 0 0' Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 14,853 1,374 16,227 29 15,464 43 Sub Total=_> -7,553 -11,816 46.34 Nom Vent 212 212 Internal Loads Internal Loads AHU Vent 212 212 Infil 0 0 Lights 874 219 1,093 2! 874 2i Lights 0 0 0.00 MinStop/Rh 0 0 People 36,300 0 36,300 64; 18,150 50; People 0 0 0.00 Return 1,008 1,008 Misc 1,365 0 1,365 2 1,365 41 Mise 0 0 0.00 Exhaust 212 212 Sub Total=_> 38,540 219 38,758 68 20,390 56 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 369 -369 0 0 352 1 !Ceiling Load -987 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 1,951 3' 0 0'Ventilation Load 0 -14,370 56.36 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 u: Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0' o o j Exhaust Heat Ess -2.70 ENGINEERING CKS Exhaust Heat -257 -257 0! OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 21.0 21.0 Duct Heat Pkup 0 0 01 1 System Plenum Heat 0 0.00 cfm/ft' 0.94 0.94 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 213.42 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 226.01 Btu/heft' 53.10 -23.89 Grand Total=_> 53,761 967 56,679 100.00 36,206 100.00 Grand Total==> -8,541 -25,498 100.00 No.People 66 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm *F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 4.7 56.7 36.6 1,008 75.8 63.4 67.9 42.7 42.6 40.3 Floor 1,068 Main Htg -25.5 1,008 54.9 77.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFir 0 Total 4.7 56.7 Roof 1,068 0 0 Humidif 0.0 0 0.0 0.0 Wall 458 153 33 Opt Vent 0.0 0 0.0 0.0 Ext Door 99 0 0 Total -25.5 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 13 of 45 Room Checksums By Innovative Engineering Services, LLC HOUSEKEEPING 026 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:7/1 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/Ill OADB:73 OADB: 9 SADB 55.0 113.2 Ra Plenum 75.6 69.1 Space Plenum Net Percent Space Percent i Space Peak Coil Peak Percent Return 75.6 69.1 Sens.+Lat. Sens.+Lat Total Of TotalSensible Of Total Space Sens Tot Sens Of Total Ret/OA 78.1 49.8 Btu/h Btu/h Btu/h (%) Btu/h N Btu/h Btu/h N Fn MtrTD 0.0 0.0 Envelope Loads ;Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0. 0 0 i Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 43 10 53 19: 66 371 Wall Cond -349 -435 77.82 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 8 8 Floor 0 0 0 0 0 i Floor 0 0 0.00 Terminal 8 8 Adjacent Floor 0 0 0 01 0 0' Adjacent Floor 0 0 0.00 Main Fan 8 8 Infiltration 0 0 0' 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 43 10 53 19L 66 371 Sub Total=_> -349 -435 77.82 Nom Vent 3 3 Internal Loads 'Internal Loads AHU Vent 3 3 Infil 0 0 Lights 87 22 109 38 87 49' Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 Di People 0 0 0.00 Return 5 5 Misc 0 0 0 0` 0 O i Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 87 22 109 38 87 49' Sub Total=_> 0 0 0.00 RM Exh 3 3 Auxiliary 0 0 Ceiling Load 20 -20 0 0i 24 131 Ceiling Load -32 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 122 43; 0 0 Ventilation Load 0 -172 30.81 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0; 0 0!Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 ovlUndr sizing o 0 0 0 0'Exhaust Heat 0 0.00 ENGINEERING CKS Exhaust Heat 0 0 0i OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0! RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0; Additional Reheat 0 0.00 %OA 32.0 32.0 Duct Heat Pkup 0 0 0'1. ;System Plenum Heat 48 -8.63 cfm/ft' 0.07 0.07 Underflr Sup Ht Pkup 0 0: Underflr Sup Ht Pkup 0 0.00 cfm/ton 334.87 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftz/ton 4,488.17 Btu/heft' 2.67 -5.26 Grand Total=_> 151 12 284 100.00' 177 100.001 Grand Total==> -381 -560 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft2 (%) MBh cfm °F °F Main Clg 0.0 0.3 0.2 8 78.1 65.4 73.7 55.0 53.6 59.3 Floor 106 Main Htg -0.6 8 49.8 113.2 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.1 8 49.8 55.0 ExFlr 0 Total 0.0 0.3 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 111 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.6 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 14 of 45 Room Checksums By Innovative Engineering Services, LLC LAUNDRY LINENS 016 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:8/24 Mo/Hr: Heating Design Cooling Heating Outside Air: OADBNVB/HR: 83/74/111 OADB:74 OADB: 9 SADB 55.0 70.5 Ra Plenum 75.1 69.9 Space Plenum Net Percent Space Percent'! Space Peak Coil Peak Percent Return 75.1 69.9 Sens.+Lat. Sens.+Lat Total Of Total; Sensible Of Total; Space Sens Tot Sens Of Total Ret/OA 76.3 61.4 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads ; Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0' 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0' 0 01 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0! Roof Cond 0 0 0.00 Glass Solar 0 0 0 0; 0 Oi Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0+ 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 104 26 130 11 194 1 Wall Cond -453 -566 6.87 Diffuser 809 809 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 809 809 Adjacent Floor 0 0 0 0 0 0 1 Adjacent Floor 0 0 0.00 Main Fan 809 809 Infiltration 0 0 0 0 01 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 104 26 130 1 194 1 Sub Total=_> -453 -566 6.87 Nom Vent 113 113 AHU Vent 113 113 Internal Loads Internal Loads Infil 0 0 Lights 303 76 378 2 303 2 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0; 0 0; People 0 0 0.00 Return 809 809 Misc 17,500 0 17,500 74: 17,500 97i Misc 0 0 0.00 Exhaust 113 113 Sub Total=_> 17,803 76 17,878 76; 17,803 99! Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 12 -12 0 0 14 0 Ceiling Load -13 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 5,505 23 0 0 Ventilation Load 0 -7,690 93.30 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0: 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 OvlUndr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 14 -0.17 ENGINEERING CKS Exhaust Heat -13 -13 0 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 14.0 14.0 Duct Heat Pkup 0 0 0' System Plenum Heat 0 0.00 cfm/ft2 2.19 2.19 Underflr Sup Ht Pkup 0 0' Underflr Sup Ht Pkup 0 0.00 cfm/ton 413.21 Supply Air Leakage 0 0 0: Supply Air Leakage 0 0.00 ft'/ton 188.73 Btu/heft= 63.58 -22.30 Grand Total=_> 17,919 77 23,500 100.00 18,011 100.00'Grand Total=_> -466 -8,243 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F grAb °F °F grAb ft2 (%) MBh cfm °F °F Main Cig 2.0 23.5 19.1 809 76.3 62.6 63.1 55.0 52.6 55.4 Floor 370 Main Htg -8.2 809 61.4 70.5 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 2.0 23.5 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 144 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -8.2 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4ltemative-1 System Checksums Report Page 15 of 45 Room Checksums By Innovative Engineering Services, LLC LIVING ROOM 102 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/11 Mo/Hr: 10/11 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 79/70/94 OADB:64 OADB: 9 SADB 49.8 73.5 Ra Plenum 75.7 68.0 Space Plenum Net Percent' Space Percent 1, Space Peak Coil Peak Percent Return 75.7 68.0 Sens.+Lat. Sens.+Lat Total Of Total', Sensible Of Total Space Sens Tot Sens Of Total Retl0A 76.3 58.6 Btu/h Btu/h Btu/h (%); Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 01, 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 551 551 1 0 0 Roof Cond 0 -2,434 9.31 Glass Solar 19,074 0 19,074 29 23,323 53 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 225 0 225 0: -939 -2 Glass/Door Cond -4,909 -4,909 18.78 Cooling Heating Wall Cond 667 301 967 1: 483 1 Wall Cond -759 -1,094 4.19 Diffuser 1,571 1,571 Partition/Door 0 D 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0; 0 0 Floor 0 0 0.00 Terminal 1,571 1,571 Adjacent Floor 0 0 0 0; 0 0 Adjacent Floor 0 0 0.00 Main Fan 1,571 1,571 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 19,965 852 20,817 31. 22,868 52'! Sub Total=_> -5,668 -8,437 32.28 Nom Vent 251 251 AHU Vent 251 251 Internal Loads Internal Loads Infil 0 0 Lights 1,095 274 1,368 2: 1,095 2; Lights 0 0 0.00 MinStop/Rh 0 0 People 36,850 0 36,850 55 18,425 42 People 0 0 0.00 Return 1,571 1,571 Misc 1,707 0 1,707 3 1,707 4 Misc 0 0 0.00 Exhaust 251 251 Sub Total=_> 39,651 274 39,925 60 21,226 481 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 184 -184 0 0' -6 0 Ceiling Load -502 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 6,199 9: 0 0::Ventilation Load 0 -17,067 65.30 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0; 0 0 j Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0; Ov/Undr Sizing 0 0 0.00 OvlUndr Sizing 0 0 01 0 0 j Exhaust Heat 552 -2.11 ENGINEERING CKS Exhaust Heat -203 -203 0: j OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 i I RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 'Additional Reheat 0 0.00 %OA 16.0 16.0 Duct Heat Pkup 0 0 0 System Plenum Heat -1,185 4.53 cfm/ft2 1.96 1.96 Underflr Sup Ht Pkup 0 0 Underfir Sup Ht Pkup 0 0.00 cfm/ton 282.54 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft2lton 144.17 Btu/hr•ft2 83.24 -32.60 Grand Total=_> 59,801 738 66,738 100.00 44,088 100.00 Grand Total==> -6,170 -26,137 100.00 No.People 67 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/lb ft' (%) MBh cfm OF OF Main Clg 5.6 66.7 43.3 1,571 76.3 64.0 69.7 49.8 49.2 51.2 Floor 802 Main Htg -26.1 1,571 58.6 73.5 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 5.6 66.7 Roof 802 0 0 Humidif 0.0 0 0.0 0.0 Wall 404 121 30 Opt Vent 0.0 0 0.0 0.0 Ext Door 40 0 0 Total -26.1 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 16 of 45 Room Checksums By Innovative Engineering Services, LLC LOWER LEVEL HALL#3 021 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:8/22 Mo/Hr: Heating Design Cooling Heating Outside Air: OADBM/B/HR: 83/74/111 OADB:76 OADB: 9 SADB 55.0 75.8 Ra Plenum 75.6 69.1 Space Plenum Net Percent: Space Percent Space Peak Coil Peak Percent Return 75.6 69.1 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total! Space Sens Tot Sens Of Total RetlOA 76.5 62.5 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 01 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0' Skylite Cond 0 0 0.00 Roof Cond 0 0 0 01 0 01 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 0 0 0 0 0 0'. Wall Cond 0 0 0.00 Diffuser 23 23 Partition/Door 0 0 0 0 0 1 Partition/Door 0 0 0.00 Floor 0 0 04 0 0; Floor 0 0 0.00 Terminal 23 23 Adjacent Floor 0 0 0 0 0 01 Adjacent Floor 0 0 0.00 Main Fan 23 23 Infiltration 0 0 0 0 0; Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 0 0 0 0 0 0 l Sub Total=_> 0 0 0.00 Nom Vent 2 2 Internal Loads Internal Loads of l Vent 0 0 Lights 393 98 491 81 i 393 781 Lights 0 0 0.00 MinStoplRh 0 0 People 0 0 0 0 1 0 0i People 0 0 0.00 Return 23 23 Misc 0 0 0 0! 0 01 Misc 0 0 0.00 Exhaust 2 2 Sub Total=_> 393 98 491 81 1 393 78!: Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 91 -91 0 0' 108 22 1 Ceiling Load -144 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 121 20 0 0 Ventilation Load 0 -168 50.40 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 01 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0i 0 0 1 Exhaust Heat 3 -0.79 ENGINEERING CKS Exhaust Heat -2 -2 0: OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0` Additional Reheat 0 0.00 %OA 11.0 11.0 Duct Heat Pkup 0 0 0 System Plenum Heat -168 50.38 cfm/ft2 0.05 0.05 Underflr Sup Ht Pkup 0 0' Underflr Sup Ht Pkup 0 0.00 cfm/ton 442.83 Supply Air Leakage 0 0 0i Supply Air Leakage 0 0.00 ftzlton 9,435.31 Btulhr•ftz 1.27 -0.70 Grand Total==> 484 6 610 100.00' 501 100.00'Grand Total==> -144 -334 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 0.1 0.6 0.5 23 76.5 62.2 61.3 55.0 52.9 56.6 Floor 480 Main Htg -0.3 23 62.5 75.8 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.1 0.6 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 0 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.3 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 17 of 45 Room Checksums By Innovative Engineering Services, LLC LOWER LEVEL HALL 005 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/14 Mo/Hr:8114 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/72/100 OADB:83 OADB: 9 SADB 55.0 89.8 Ra Plenum 75.6 68.4 Space Plenum Net Percent Space Percent! Space Peak Coil Peak Percent Return 75.6 68.4 Sens.+Lat. Sens.+Lat Total Of Total! Sensible Of Total Space Sens Tot Sens Of Total RetlOA 76.4 61.9 Btu/h Btu/h Btu/h (%)! Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads j Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 01 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 00 01 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 3,186 0 3,186 60! 3,186 74'1 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 109 0 109 2 109 3! Glass/Door Cond -1,336 -1,336 22.18 Cooling Heating Wall Cond 506 129 635 12 506 12 i Wall Cond -2,645 -3,337 55.41 Diffuser 194 194 Partition/Door 0 0 0 0 O i Partition/Door 0 0 0.00 Floor 0 0 0! 0 0! Floor 0 0 0.00 Terminal 194 194 Adjacent Floor 0 0 0 0 0 0! Adjacent Floor 0 0 0.00 Main Fan 194 194 Infiltration 0 0 0' 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 3,801 129 3,930 74: 3,801 88 Sub Total=_> -3,980 -4,673 77.58 Nom Vent 21 21 Internal Loads AHU Vent 21 21 Internal Loads Infil 0 0 Lights 399 100 499 9' 399 9 1 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0: 0 0' People 0 0 0.00 Return 194 194 Misc 0 0 0 01 0 0' Misc 0 0 0.00 Exhaust 21 21 Sub Total=_> 399 100 499 9 399 91 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 108 -108 0 0' 108 3 Ceiling Load -293 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 861 16t 0 0 Ventilation Load 0 -1,445 24.00 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0!Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0': 0 0 j Exhaust Heat 38 -0.62 ENGINEERING CKS Exhaust Heat -14 -14 01 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0; RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 01 Additional Reheat 0 0.00 %OA 11.0 11.0 Duct Heat Pkup 0 0 0; System Plenum Heat 58 -0.96 cfm/ft= 0.33 0.33 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfmlton 440.22 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 1,329.06 Btu/heft' 9.03 -10.31 Grand Total=_> 4,308 107 5,276 100.00 4,308 100.00 Grand Total==> -4,274 -6,023 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBMB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ftZ (%) MBh cfm OF OF Main Clg 0.4 5.3 4.6 194 76.4 62.1 60.5 55.0 52.7 55.6 Floor 584 Main Htg -6.0 194 61.9 89.8 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 Total 0.4 5.3 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 881 28 3 Opt Vent 0.0 0 0.0 0.0 Ext Door 22 0 0 Total -6.0 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4ltemative-1 System Checksums Report Page 18 of 45 Room Checksums By Innovative Engineering Services, LLC LOWER LEVEL HALL 021 HP-4 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:7/22 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/H R: 83/74/111 OADB:75 OADB: 9 SADB 61.3 77.5 Ra Plenum 75.6 68.4 Space Plenum Net Percent' Space Percenti Space Peak Coil Peak Percent Return 75.6 68.4 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total:, Space Sens Tot Sens Of Total Ret/OA 83.4 9.0 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 01 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0. 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 0 0 0 0 0 01 Wall Cond 0 0 0.00 Diffuser 7 7 Partition/Door 0 0 0 0 0: Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 7 7 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 7 7 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 0 0 0 0 0 0 Sub Total=_> 0 0 0.00 Nom Vent 7 7 AHU Vent 7 7 Internal Loads Internal Loads Infil 0 0 Lights 82 20 102 28: 82 74: Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0. 0 0 People 0 0 O.OD Return 7 7 Misc 0 0 0 0 0 0 Misc 0 0 0.00 Exhaust 7 7 Sub Total=_> 82 20 102 28; 82 74 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 24 -24 0 0 28 26!Ceiling Load -60 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 264 73, 0 0;Ventilation Load 0 -489 89.03 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 !Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0' 0 0 Exhaust Heat 13 -2.31 ENGINEERING CKS Exhaust Heat -5 -5 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 100.0 100.0 Duct Heat Pkup 0 0 0: System Plenum Heat -73 13.28 cfm/ftz 0.06 0.06 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 239.41 Supply Air Leakage 0 0 0: Supply Air Leakage 0 0.00 ft'/ton 3,990.21 Btu/heft' 3.01 -4.58 Grand Total=_> 106 -9 361 100.00' 110 100.00 Grand Total=_> -60 -549 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBIWB/HR Gross Total Glass CapacityColl Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F grub ft' (%) MBh cfm °F °F Main Clg 0.0 0.4 0.2 7 83.4 73.9 111.3 61.3 60.0 75.6 Floor 120 Main Htg -0.6 7 9.0 77.5 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.4 7 9.0 61.3 Total 0.0 0.4 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 0 -0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.6 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4ltemative-1 System Checksums Report Page 19 of 45 Room Checksums By Innovative Engineering Services, LLC MENS BATH 024 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr. 8 120 Mo/Hr:8 122 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 78/70/97 OADB:76 OADB: 9 SADB 55.0 116.9 Ra Plenum 75.7 69.1 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.7 69.1 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.5 49.8 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope LoadsI Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 01 0 0! Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0', 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 O 0 0i Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0! 0 0 i Glass/Door Cond 0 0 0.00 Wall Cond124 30 154 70 i 127 851:. Wall Cond -321 -400 79.82 Cooling Heating Partition/Door 0 0 0 0 0. Partition/Door 0 0 0.00 Diffuser 7 7 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 7 7 Adjacent Floor 0 0 0 0' 0 0 Adjacent Floor 0 0 0.00 Main Fan 7 7 Infiltration 0 0 0'. 0 0Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 124 30 154 70 127 85, Sub Total=_> -321 400 79.82 Nom Vent 2 2 Internal Loads Internal Loads AHU Vent 2 2 Infil 0 0 Lights 0 0 0 0 0 0 i Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 0 People 0 0 0.00 Return 5 5 Misc 0 0 0 0: 0 0 Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 0 0 0 0': 0 0 Sub Total=_> 0 0 0.00 Rm Exh 2 2 Auxiliary 0 0 Ceiling Load 22 -22 0 0 22 15 1 Ceiling Load -29 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 66 30z 0 0::Ventilation Load 0 -146 29.12 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0' 0 0 1 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 0 0.00 ENGINEERING CKS Exhaust Heat 0 0 0 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 32.0 32.0 Duct Heat Pkup 0 0 0 ;System Plenum Heat 45 -8.94 cfm/ft' 0.07 0.07 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 366.27 Supply Air Leakage 0 0 0: Supply Air Leakage 0 0.00 Witon 5,328.99 Btulhr•ft' 2.25 -5.13 Grand Total==> 146 8 220 100.00' 150 100.00 Grand Total=_> -351 -501 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 0.0 0.2 0.2 7 76.5 64.2 70.3 55.0 53.2 57.7 Floor 98 Main Htg -0.5 7 49.8 116.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 7 49.8 55.0 Total 0.0 0.2 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 102 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.5 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 20 of 45 Room Checksums By Innovative Engineering Services, LLC MENS BATHROOM 011 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:7/15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:85 OADB: 9 SADB 55.0 70.0 Ra Plenum 75.7 70.0 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.7 70.0 Sens.+Lat. Sens.+Lat Total Of Total: Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 79.5 40.1 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0! 0 Oi Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0; Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0i Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 ow, 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 0 0 0 0: 0 01 Wall Cond 0 0 0.00 Partition/Door 0 0 0' 0 0'. Partition/Door 0 0 0.00 Diffuser 14 14 Floor 0 0 0 0 0i Floor 0 0 0.00 Terminal 14 14 Adjacent Floor 0 0 0 0i 0 01 Adjacent Floor 0 0 0.00 Main Fan 14 14 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 0 0 0 0. 0 0 Sub Total=_> 0 0 0.00 Nom Vent 7 7 AHU Vent 7 7 Internal Loads Internal Loads Infil 0 0 Lights 156 39 195 31 156 51 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0; 0 0 People 0 0 0.00 Return 7 7 Misc 122 0 122 20 122 40i Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 278 39 317 51: 278 90 Sub Total=_> 0 0 0.00 RM Exh 7 7 Auxiliary 0 0 Ceiling Load 30 -30 0 0 30 10 Ceiling Load 0 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 307 49 0 0 Ventilation Load 0 -461 100.02 Leakage Ups 0 0 Adi Air Trans Heat 0 0 0' 0 0!Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 -0.02 OvlUndr Sizing 0 0 0i 0 0Exhaust Heat 0 0.00 ENGINEERING CKS Exhaust Heat 0 0 0' OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 T i ;Additional Reheat 0 0.00 %OA 49.0 49.0 Duct Heat Pkup 0 0 0' System Plenum Heat 0 0.00 cfm/ft' 0.10 0.10 Underfir Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 266.42 Supply Air Leakage 0 0 0� Supply Air Leakage 0 0.00 ft'/ton 2,749.83 Btulhr•ft' 4.36 -3.22 Grand Total==> 308 9 624 100.00 308 100.00 Grand Total==> 0 -461 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capac4Coil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 0.1 0.6 0.4 14 79.5 68.1 85.2 55.0 53.8 60.1 Floor 143 Main Htg -0.5 14 40.1 70.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.2 14 40.1 55.0 ExFlr 0 Total 0.1 0.6 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 0 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.5 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 21 of 45 Room Checksums By Innovative Engineering Services, LLC MENS CHANGING 010 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:7/15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:85 OADB: 9 SADB 55.0 70.0 Ra Plenum 75.7 70.0 Space Plenum Net Percent:' Space Percent! Space Peak Coil Peak Percent Return 75.7 70.0 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 79.5 40.1 Btu/h Btu/h Btu/h (%), Btu/h (%)j Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 01 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 0 0 0 0 0 0 Wall Cond 0 0 0.00 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 62 62 Floor 0 0 0 0 01 Floor 0 0 0.00 Terminal 62 62 Adjacent Floor 0 0 0 0 0 0. Adjacent Floor 0 0 0.00 Main Fan 62 62 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 0 0 0 0; 0 o! Sub Total=_> 0 0 0.00 Nom Vent 30 30 Internal Loads Internal Loads AHU Vent 30 30 Infil 0 0 Lights 197 49 246 8:: 197 14 Lights 0 0 0.00 MinStop/Rh 0 0 People 1,800 0 1,800 57 1,000 73 People 0 0 0.00 Return 62 62 Misc 147 0 147 5: 147 11 Misc 0 0 0.00 Exhaust 30 30 Sub Total=_> 2,144 49 2,193 70 1,344 98 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 30 -30 0 0' 30 2 I Ceiling Load 0 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 962 31 0 0 j Ventilation Load 0 -2,054 100.00 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0; 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0. 0 0 Exhaust Heat 0 0.00 ENGINEERING CKS Exhaust Heat -22 -22 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0i RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 U: Additional Reheat 0 0.00 %OA 49.0 49.0 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.00 cfm/ft2 0.43 0.43 Underflr Sup Ht Pkup 0 0 1 Underfir Sup Ht Pkup 0 0.00 cfm/ton 236.56 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 551.72 Btu/heft' 21.75 -14.26 Grand Total=_> 2,175 -4 3,133 100.00 1,375 100.00 Grand Total==> 0 -2,054 100.00 No.People 4 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F grAb ft2 (%) MBh cfm °F °F Main Clg 0.3 3.1 1.7 62 79.5 69.9 94.9 55.0 54.3 61.9 Floor 144 Main Htg -2.1 62 40.1 70.0 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -1.0 62 40.1 55.0 ExFlr 0 Total 0.3 3.1 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 0 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -2.1 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 22 of 45 Room Checksums By Innovative Engineering Services, LLC MENS CHANGING 022 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:8/22 Mo/Hr: Heating Design Cooling Heating Outside Air: OADBM/B/HR: 83/74/Ill OADB:76 OADB: 9 SADB 55.0 77.8 Ra Plenum 75.6 69.1 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.6 69.1 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 78.1 49.8 Btu/h Btu/h Btu/h mi Btu/h (%)i Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0: 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0! 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0: Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 1 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0! 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 61 15 75 7 98 14 Wall Cond -246 -306 31.74 Partition/Door 0 0 0 0 0' Partition/Door 0 0 0.00 Diffuser 31 31 Floor 0 0 0 0 0i Floor 0 0 0.00 Terminal 31 31 Adjacent Floor 0 0 0 00 0 Adjacent Floor 0 0 0.00 Main Fan 31 31 Infiltration 0 0 0' 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 61 15 75 7 98 141 Sub Total=_> -246 -306 31.74 Nom Vent 10 10 AHU Vent 10 10 Internal Loads Internal Loads Infil 0 0 Lights 63 16 79 71 63 9; Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0i 0 0 1 People 0 0 0.00 Return 21 21 Misc 512 0 512 45 512 74: Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 575 16 590 52 575 83 Sub Total=_> 0 0 0.00 Rm Exh 10 10 Auxiliary 0 0 Ceiling Load 15 -15 0 0: 17 3 Ceiling Load -23 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 463 41 0 0 Ventilation Load 0 -673 69.82 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0; 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 OvlUndr sizing o 0 0'. 0 0 Exhaust Heat o 0.00 ENGINEERING CKS Exhaust Heat 0 0 0 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0; RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 32.0 32.0 Duct Heat Pkup 0 0 0: System Plenum Heat 15 -1.57 cfm/ftz 0.40 0.40 Underflr Sup Ht Pkup 0 0 Underfir Sup Ht Pkup 0 0.00 cfm/ton 329.31 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 815.28 Btulhr•ft' 14.72 -12.57 Grand Total==> 650 16 1,129 100.00' 690 100.00'Grand Total==> -269 -964 100.00 11 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft. (%) MBh cfm °F °F Main Cig 0.1 1.1 0.8 31 78.1 65.7 75.0 55.0 53.7 59.8 Floor 77 Main Htg -1.0 31 49.8 77.8 Aux Cig 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.2 31 49.8 55.0 ExFir 0 Total 0.1 1.1 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 78 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -1.0 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 23 of 45 Room Checksums By Innovative Engineering Services, LLC MENS RM 112 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7121 Mo/Hr:7/22 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/ B/HR: 77/68/87 OADB:75 OADB: 9 SADB 55.0 104.0 Ra Plenum 79.5 62.3 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 79.5 62.3 Sens.+Lat. Sens.+Lat Total Of Totall Sensible Of Total I Space Sens Tot Sens Of Total Ret/OA 78.6 44.7 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loadsf Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 357 357 78:: 0 01 Roof Cond 0 -576 64.65 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0: 0 O i Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 0 0 0 0: 0 0 Wall Cond 0 0 0.00 Diffuser 14 14 Partition/Door 0 0 0 0 0' Partition/Door 0 0 0.00 Floor 0 0 0; 0 0 Floor 0 0 0.00 Terminal 14 14 Adjacent Floor 0 0 0 0' 0 0 Adjacent Floor 0 0 0.00 Main Fan 14 14 Infiltration 0 0 0 0 0Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 0 357 357 78 0 0 Sub Total=_> 0 -576 64.65 Nom Vent 4 4 AHU Vent 4 4 Internal Loads Internal Loads Infil 0 0 Lights 0 0 0 0 0 0; Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0! 0 0 People 0 0 0.00 Return 9 9 Misc 0 0 0 0; 0 0 1 Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 0 0 0 0 0 0 Sub Total=_> 0 0 0.00 Rm Exh 4 4 Auxiliary 0 0 Ceiling Load 296 -296 0 0 301 100:Ceiling Load -511 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 101 22 0 0 Ventilation Load 0 -303 33.99 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 o Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 OvlUndr Sizing 0 0 0.00 Ov/Undr sizing 0 0 0 0 0!Exhaust Heat o 0.00 ENGINEERING CKS Exhaust Heat 0 0 0 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0:: Additional Reheat 0 0.00 %OA 33.0 33.0 Duct Heat Pkup 0 0 0 System Plenum Heat -12 1.35 cfm/ft' 0.06 0.06 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 354.02 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 5,499.66 Btu/heft' 2.18 -4.24 Grand Total==> 296 61 458 100.00' 301 100.00,Grand Total==> -511 -891 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 0.0 0.5 0.4 14 78.6 64.2 67.0 55.0 52.8 56.1 Floor 210 Main Htg -0.9 14 44.7 104.0 Aux CIg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.2 14 44.7 55.0 ExFlr 0 Total 0.0 0.5 Roof 210 0 0 Humidif 0.0 0 0.0 0.0 Wall 0 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.9 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41temative-1 System Checksums Report Page 24 of 45 Room Checksums By Innovative Engineering Services, LLC OFFICE#1 117 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:7/20 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:78 OADB: 9 SADB 48.4 73.1 Ra Plenum 76.0 67.6 Space Plenum Net Percent: Space Percenti, Space Peak Coil Peak Percent Return 76.0 67.6 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 80.0 35.9 Btu/h Btu/h Btu/h (%) Btu/h (%)! Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 00 0:' Skylite Cond 0 0 0.00 Roof Cond 0 68 68 6 0 0 Roof Cond 0 -246 32.50 Glass Solar 0 0 0 0: 0 0! Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0: 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 0 0 0 0 0 0 Wall Cond 0 0 0.00 Diffuser 18 18 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 18 18 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 18 18 Infiltration 0 0 0; 0 0; Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 0 68 68 6! 0 0 t Sub Total=_> 0 246 32.50 Nom Vent 10 10 AHU Vent 10 10 Internal Loads i Internal Loads Infil 0 0 Lights 112 28 139 12 112 21 Lights 0 0 0.00 MinStop/Rh 0 0 People 450 0 450 38' 250 46 People 0 0 0.00 Return 18 18 Misc 139 0 139 12': 139 26 Misc 0 0 0.00 Exhaust 10 10 Sub Total=_> 701 28 729 61 501 93 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 26 -26 0 0 40 7 Ceiling Load -63 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 412 34: 0 0 Ventilation Load 0 -672 88.74 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0i 0 0;Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0! Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 01 0 0 Exhaust Heat 27 -3.52 ENGINEERING CKS Exhaust Heat -11 -11 -1 i OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0! Additional Reheat 0 0.00 %OA 54.1 54.1 Duct Heat Pkup 0 0 U! System Plenum Heat 134 -17.71 cfm/ft' 0.22 0.22 Underflr Sup Ht Pkup 0 0 Underfir Sup Ht Pkup 0 0.00 cfm/ton 183.19 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 818.27 Btulhr•ftz 14.67 -9.27 Grand Total==> 727 58 1,198 100.00' 541 100.00 Grand Total=_> -63 -757 100.00 No.People 1 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib . OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 0.1 1.2 0.7 18 80.0 69.2 90.1 48.4 47.5 47.3 Floor 82 Main Htg -0.8 18 35.9 73.1 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.3 18 35.9 48.4 Total 0.1 1.2 Roof 82 0 0 Humidif 0.0 0 0.0 0.0 Wall 0 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.8 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4ltemative-1 System Checksums Report Page 25 of 45 Room Checksums By Innovative Engineering Services, LLC OFFICE#2 118 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/18 Mo/Hr:6/18 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 82/70/91 OADB:79 OADB: 9 SADB 57.5 79.9 Ra Plenum 76.4 67.6 Space Plenum Net Percent! Space Percent Space Peak Coil Peak Percent Return 76.4 67.6 Sens.+Lat. Sens.+Lat Total Of Total! Sensible Of Total I Space Sens Tot Sens Of Total Ret/OA 77.1 60.8 Btu/h Btu/h Btu/h (%) Btu/h (%)I Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0' 0 0 Skylite Solar 0 0 O.OD Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 189 189 5 0 0 Roof Cond 0 -399 12.19 Glass Solar 1,444 0 1,444 35 i 1,546 52 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 101 0 101 2 59 2: Glass/Door Cond -804 -804 24.55 Cooling Heating Wall Cond 447 119 566 14 1 424 141 Wall Cond -784 -993 30.32 Diffuser 154 154 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0; 0 0 Floor 0 0 0.00 Terminal 154 154 Adjacent Floor 0 0 0 O i 0 0 Adjacent Floor 0 0 0.00 Main Fan 154 154 Infiltration 0 0 0! 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 1,992 308 2,300 56i 2,028 68; Sub Total=_> -1,588 -2,196 67.06 Nom Vent 18 18 AHU Vent 18 18 Internal Loads Internal Loads Infil 0 0 Lights 181 45 226 6 181 61 Lights 0 0 0.00 MinStop/Rh 0 0 People 900 0 900 22: 500 17 People 0 0 0.00 Return 154 154 Misc 226 0 226 6; 226 8 Misc 0 0 0.00 Exhaust 18 18 Sub Total=_> 1,307 45 1,352 33! 907 30 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 59 -59 0 0 57 2:Ceiling Load -102 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 468 11 0 0 Ventilation Load 0 -1,219 37.21 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 48 -1.48 ENGINEERING CKS Exhaust Heat -28 -28 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0Additional Reheat 0 0.00 %OA 11.7 11.7 Duct Heat Pkup 0 0 0' System Plenum Heat 92 -2.80 cfm/ftZ 1.16 1.16 Underfir Sup Ht Pkup 0 0. Underfir Sup Ht Pkup 0 0.00 cfm/ton 451.40 Supply Air Leakage 0 0 0: Supply Air Leakage 0 0.00 ftZ/ton 388.63 Btu/hr•ftZ 30.88 -24.71 Grand Total=_> 3,358 266 4,091 100.00 2,992 100.00 Grand Total=_> -1,690 -3,274 100.00 No.People 2 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft- (%) MBh cfm OF OF Main Clg 0.3 4.1 3.4 154 77.1 63.9 67.9 57.5 55.1 61.1 Floor 133 Main Htg -3.3 154 60.8 79.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.3 4.1 Roof 133 0 0 Humidif 0.0 0 0.0 0.0 Wall 278 22 8 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -3.3 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 26 of 45 Room Checksums By Innovative Engineering Services, LLC OFFICE#3 119 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/18 Mo/Hr:6 118 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 82/70/91 OADB:79 OADB: 9 SADB 56.9 75.5 Ra Plenum 76.4 67.6 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 76.4 67.6 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.1 60.4 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads i Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0: 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0; Skylite Cond 0 0 0.00 Roof Cond 0 136 136 4: 0 0 Roof Cond 0 -277 13.03 Glass Solar 1,366 0 1,366 40: 1,460 57! Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 49 0 49 1 28 1 Glass/Door Cond -402 -402 18.89 Cooling Heating Wall Cond 238 66 304 9i 236 9'. Wall Cond -302 -385 18.09 Diffuser 127 127 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0' 0 0: Floor 0 0 0.00 Terminal 127 127 Adjacent Floor 0 0 0 0', 0 0 Adjacent Floor 0 0 0.00 Main Fan 127 127 Infiltration 0 0 04 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 1,654 202 1,855 54; 1,724 68; Sub Total=_> -704 -1,064 50.01 Nom Vent 16 16 AHU Vent 16 16 Internal Loads Internal Loads Infil 0 0 Lights 126 31 157 5: 126 5 Lights 0 0 0.00 MinStop/Rh 0 0 People 900 0 900 26 500 20 People 0 0 0.00 Return 127 127 Misc 157 0 157 5 157 6 Misc 0 0 0.00 Exhaust 16 16 Sub Total=_> 1,183 31 1,214 35 783 31 ; Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 41 -41 0 0: 40 2:Ceiling Load -71 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 404 12' 0 0:Ventilation Load 0 -1,054 49.52 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0;Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0; Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0;Exhaust Heat 42 1.97 ENGINEERING CKS Exhaust Heat -24 -24 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 12.3 12.3 Duct Heat Pkup 0 0 0 System Plenum Heat -52 2.43 cfm/ft' 1.38 1.38 Undertlr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 440.56 Supply Air Leakage 0 0 01 Supply Air Leakage 0 0.00 ft=/ton 320.06 Btu/heft' 37.49 -23.12 Grand Total==> 2,877 168 3,449 100.002,546 100.00! Grand Total==> -775 -2,127 100.00 No.People 2 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 0.3 3.5 2.8 127 77.1 63.9 68.1 56.9 54.9 61.3 Floor 92 Main Htg -2.1 127 60.4 75.5 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 Total 0.3 3.5 Roof 92 0 0 Humidif 0.0 0 0.0 0.0 Wall 110 11 10 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -2.1 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 27 of 45 Room Checksums By Innovative Engineering Services, LLC OFFICE#4 120 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/12 Mo/Hr:9/12 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 81/71 196 OADB:75 OADB: 9 SADB 58.4 77.9 Ra Plenum 75.9 67.6 Space Plenum Net Percent Space Percent' Space Peak Coil Peak Percent Return 75.9 67.6 Sens.+Lat. Sens.+Lat Total Of Total: Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.4 62.3 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope LoadsEnvelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 61 61 1: 0 0 Roof Cond 0 -271 9.14 Glass Solar 1,890 0 1,890 46: 2,102 66 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 54 0 54 1 -29 -1 Glass/Door Cond -804 -804 27.11 Cooling Heating Wall Cond 359 99 459 11 : 309 10 Wall Cond -627 -798 26.89 Diffuser 172 172 Partition/Door 0 0 0 0 01 Partition/Door 0 0 0.00 Floor 0 0 01 0 0 Floor 0 0 0.00 Terminal 172 172 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 172 172 Infiltration 0 0 01 0 0; Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 2,302 160 2,463 60; 2,382 751; Sub Total=_> -1,430 -1,873 63.14 Nom Vent 15 15 AHU Vent 15 15 Internal Loads Internal Loads Infil 0 0 Lights 123 31 154 4 123 4i Lights 0 0 0.00 MinStop/Rh 0 0 People 900 0 900 22i 500 16! People 0 0 0.00 Return 172 172 Misc 154 0 154 4 154 51 Misc 0 0 0.00 Exhaust 15 15 Sub Total=_> 1,176 31 1,207 301 776 24i! Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 26 -26 0 0 14 0 Ceiling Load -69 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 437 11 0 0 i Ventilation Load 0 -1,045 35.25 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 i 0 0!Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 i Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 01 0 0;Exhaust Heat 41 -1.40 ENGINEERING CKS Exhaust Heat -16 -16 0 j I OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 01 1 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 iAdditional Reheat 0 0.00 %OA 9.0 9.0 Duct Heat Pkup 0 0 0' System Plenum Heat -89 3.01 cfm/ft' 1.91 1.91 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 503.27 Supply Air Leakage 0 0 01 Supply Air Leakage 0 0.00 ft'/ton 263.99 Btu/hr-ft' 45.46 -32.95 Grand Total==> 3,505 149 4,091 100.001 3,173 100.00'Grand Total==> -1,499 -2,966 100.00 11 No.People 2 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBNVB/HR Gross Total Glass CapacityCoii Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft- (%) MBh cfm °F °F Main Clg 0.3 4.1 3.4 172 76.4 63.6 67.7 58.4 55.7 62.2 Floor 90 Main Htg -3.0 172 62.3 77.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 Total 0.3 4.1 Roof 90 0 0 Humidif 0.0 0 0.0 0.0 Wali 228 22 10 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -3.0 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 28 of 45 Room Checksums By Innovative Engineering Services, LLC OFFICE HALL 113 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/22 Mo/Hr:7/22 Mo/Hr: Heating Design Cooling Heating Outside Air: OADBM/B/HR: 75/66/83 OADB:75 OADB: 9 SADB 55.0 100.6 Ra Plenum 76.3 68.0 Space Plenum Net Percent; Space Percent' Space Peak Coil Peak Percent Return 76.3 68.0 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.1 58.6 Btu/h Btu/h Btu/h (%)! Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope LoadsEnvelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0: 0 0; Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 01 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 205 205 97; 0 0 Roof Cond 0 -326 353.16 Glass Solar 0 0 0 0i 0 0i Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0! 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 0 0 0 0 0 01 Wall Cond 0 0 0.00 Diffuser 2 2 Partition/Door 0 0 0; 0 0 Partition/Door 0 0 0.00 Floor 0 0 0; 0 0 Floor 0 0 0.00 Terminal 2 2 Adjacent Floor 0 0 0 0: 0 0' Adjacent Floor 0 0 0.00 Main Fan 2 2 Infiltration 0 0 0 0 0' Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 0 205 205 97 0 0 Sub Total=_> 0 -326 353.16 Nom Vent 0 0 AHU Vent 0 0 Internal Loads Internal Loads Infil 0 0 Lights 0 0 0 0 0 01 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 0 People 0 0 0.00 Return 2 2 Misc 0 0 0 0 0 0 Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 0 0 0 0 0 0' Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 44 -44 0 0: 44 100:Ceiling Load -67 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 6 3: 0 0Ventilation Load 0 -21 23.26 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0: 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0. 0 0 Exhaust Heat 1 -0.75 ENGINEERING CKS Exhaust Heat 0 0 W OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: 'RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 16.0 16.0 Duct Heat Pkup 0 0 0 System Plenum Heat 254 275.67 cfm/ft2 0.02 0.02 Underfir Sup Ht Pkup 0 0! Underflr Sup Ht Pkup 0 0.00 cfm/ton 112.51 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft2/ton 6,111.79 Btu/hr.-ft2 1.96 -0.86 Grand Total=_> 44 161 211 100.00 44 100.00 Grand Total=_> -67 -92 100.00 11 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft2 (%) MBh cfm OF OF Main Clg 0.0 0.2 0.2 2 76.1 61.8 59.7 55.0 0.0 0.0 Floor 107 Main Htg -0.1 2 58.6 100.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.0 0.2 Roof 107 0 0 Humidif 0.0 0 0.0 0.0 Wall 0 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.1 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41temative-1 System Checksums Report Page 29 of 45 Room Checksums By Innovative Engineering Services, LLC PREP KITCHEN 012 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr. 7113 Mo/Hr:7/2 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/ B/HR: 83/74/111 OADB:72 OADB: 9 SADB 58.9 73.3 j Ra Plenum 75.4 69.4 Space Plenum Net Percenti Space Percentl Space Peak Coil Peak Percent Return 75.4 69.4 Sens.+Lat. Sens.+Lat Total Of Total! Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.7 51.9 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads ;Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0+ 0 01 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0: 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0` 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0: Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 301 72 373 2, 471 5i Wall Cond -1,794 -2,239 18.21 Diffuser 516 516 Partition/Door 0 0 0i 0 0 Partition/Door 0 0 0.00 Floor 0 0 00 0 Floor 0 0 0.00 Terminal 516 516 Adjacent Floor 0 0 0 0, 0 0 1 Adjacent Floor 0 0 0.00 Main Fan 516 516 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 301 72 373 2:; 471 51 Sub Total=_> -1,794 -2,239 18.21 Nom Vent 150 150 AHU Vent 150 150 Internal Loads Internal Loads Infil 0 0 Lights 853 213 1,067 7 853 9 i Lights 0 0 0.00 MinStop/Rh 0 0 People 1,800 0 1,800 11 ' 1,000 11 ; People 0 0 0.00 Return 516 516 Misc 6,826 0 6,826 42' 6,826 74: Misc 0 0 0.00 Exhaust 150 150 Sub Total=_> 9,479 213 9,693 60: 8,679 94: Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 73 -73 0 0 84 1 Ceiling Load -114 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 6,253 38 0 0 Ventilation Load 0 -10,153 82.57 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0' 0 O:i Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0' Ov/Undr Sizing 0 0 0.00 OvlUndr Sizing 0 0 0, 0 0 Exhaust Heat 96 -0.78 ENGINEERING CKS Exhaust Heat -62 -62 W i OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 29.0 29.0 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.00 cfm/ft' 0.83 0.83 Underflr Sup Ht Pkup 0 0; Underflr Sup Ht Pkup 0 0.00 cfm/ton 380.71 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftz/ton 461.34 Btu/heft= 26.01 -19.67 Grand Total==> 9,853 151 16,257 100.001 9,235 100.00 Grand Total==> -1,908 -12,296 100.00 No.People 4 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass Capac4Coil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/ib OF OF gr/Ib ftZ (%) MBh cfm OF OF Main Clg 1.4 16.3 10.6 516 77.7 66.2 78.4 58.9 56.2 63.4 Floor 625 Main Htg -12.3 516 51.9 73.3 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -4.0 516 51.9 58.9 ExFlr 0 Total 1.4 16.3 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 570 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -12.3 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 30 of 45 Room Checksums By Innovative Engineering Services, LLC PRO OFFICE 002 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:8/14 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:83 OADB: 9 SADB 52.7 87.4 Ra Plenum 75.6 69.4 Space Plenum Net Percent Space Percent': Space Peak Coil Peak Percent Return 75.6 69.4 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.9 51.5 Btu/h Btu/h Btu/h (%) Btu/h (%)' Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0: 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0: 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0: 0 07: Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 504 124 628 24; 550 38 Wall Cond -1,089 -1,359 59.28 Diffuser 57 57 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 i 0 0; Floor 0 0 0.00 Terminal 57 57 Adjacent Floor 0 0 0 0 0 0! Adjacent Floor 0 0 0.00 Main Fan 57 57 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 504 124 628 24 550 381 Sub Total=_> -1,089 -1,359 59.28 Nom Vent 17 17 AHU Vent 17 17 Internal Loads Internal Loads Infil 0 0 Lights 159 40 199 8 159 11 Lights 0 0 0.00 MinStop/Rh 0 0 People 900 0 900 34 500 35 People 0 0 0.00 Return 57 57 Misc 199 0 199 8 199 14 Misc 0 0 0.00 Exhaust 17 17 Sub Total=_> 1,257 40 1,297 49 857 60 Sub Total=_> 0 0 0.00 RM Exh 0 0 Auxiliary 0 0 Ceiling Load 20 -20 0 0 21 1 j Ceiling Load -23 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 707 27 0 0 1 Ventilation Load 0 -1,153 50.30 Leakage Ups 0 .0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0i Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0'! 0 0!Exhaust Heat 12 -0.50 ENGINEERING CKS Exhaust Heat -10 -10 ui OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0! i RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 29.5 29.5 Duct Heat Pkup 0 0 0i System Plenum Heat 208 -9.08 cfm/ft= 0.49 0.49 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 263.09 Supply Air Leakage 0 0 0. Supply Air Leakage 0 0.00 ft'/ton 532.72 Btu/heft' 22.53 -19.69 Grand Total==> 1,782 133 2,621 100.00 1,428 100.00 Grand Total=_> -1,112 -2,292 100.00 No.People 2 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F grflb ft' (%) MBh cfm °F °F Main Cig 0.2 2.6 1.7 57 77.9 66.3 78.8 52.7 51.2 54.0 Floor 116 Main Htg -2.3 57 51.5 87.4 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.1 57 51.5 52.7 Total 0.2 2.6 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 261 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -2.3 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 31 of 45 Room Checksums By Innovative Engineering Services, LLC PRO SHOP 001 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/11 Mo/Hr: 10/10 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 79/70/94 OADB:62 OADB: 9 SADB 55.0 73.9 Ra Plenum 75.6 69.4 Space Plenum Net Percent; Space Percent' Space Peak Coil Peak Percent Return 75.6 69.4 Sens.+Lat. Sens.+Lat Total Of Total! Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.3 57.2 Btu/h Btu/h Btu/h (%) Btu/h (%)j Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads I Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 U! 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0; 0 Oi Skylite Cond 0 0 0.00 Roof Cond 0 0 0 O I 0 0; Roof Cond 0 0 0.00 Glass Solar 10,433 0 10,433 44 13,434 75 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 156 0 156 1 -635 -4; Glass/Door Cond -2,861 -2,861 19.20 Cooling Heating Wall Cond 469 208 677 3! 203 11 Wall Cond -492 -710 4.77 Diffuser 805 805 Partition/Door 0 0 0 0 0: Partition/Door 0 0 0.00 Floor 0 0 0: 0 0 Floor 0 0 0.00 Terminal 805 805 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 805 805 Infiltration 0 0 0! 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 11,059 208 11,266 48 13,002 73i Sub Total=_> -3,353 -3,571 23.97 Nom Vent 162 162 Internal Loads AHU Vent 162 162 Internal Loads Infill 0 0 Lights 818 205 1,023 4 818 5 Lights 0 0 0.00 MinStop/Rh 0 0 People 5,400 0 5,400 23 3,000 17; People 0 0 0.00 Return 805 805 Misc 1,023 0 1,023 4 1,023 6' Misc 0 0 0.00 Exhaust 162 162 Sub Total=_> 7,241 205 7,445 32 4,841 27: Sub Total=_> 0 0 0.00 RM Exh 0 0 Auxiliary 0 0 Ceiling Load 106 -106 0 0 66 0::Ceiling Load -116 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 4,865 21t 0 0 Ventilation Load 0 -10,991 73.78 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0! Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0!Exhaust Heat 110 -0.74 ENGINEERING CKS Exhaust Heat -101 -101 0' OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 20.1 20.1 Duct Heat Pkup 0 0 0 System Plenum Heat -444 2.98 cfm/ft' 1.34 1.34 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 411.33 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 306.32 Btu/heft' 39.18 -24.86 Grand Total=_> 18,406 205 23,476 100.00 17,909 100.00 Grand Total==> -3,469 -14,896 100.00 No.People 12 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBIWB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib w (%) MBh cfm °F °F Main Clg 2.0 23.5 17.0 805 76.3 62.9 64.7 55.0 53.0 56.8 Floor 599 Main Htg -14.9 805 57.2 73.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 2.0 23.5 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 250 68 27 Opt Vent 0.0 0 0.0 0.0 Ext Door 32 0 0 Total -14.9 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 32 of 45 Room Checksums By Innovative Engineering Services, LLC REAR LOBBY 103 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:8/13 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:83 OADB: 9 SADB 55.0 93.7 Ra Plenum 75.8 68.0 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.8 68.0 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total':. Space Sens Tot Sens Of Total Ret/OA 77.0 58.6 Btu/h Btu/h Btu/h N Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads :Envelope Loads Fn 13IdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 01: Skylite Cond 0 0 0.00 Roof Cond 0 215 215 141 0 0 i Roof Cond 0 -774 47.88 Glass Solar 182 0 182 12: 175 19 1 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 77 0 77 5': 69 7;: Glass/Door Cond -670 -670 41.45 Cooling Heating Wall Cond 238 84 322 21: 267 29 Wall Cond -262 -352 21.80 Diffuser 41 41 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0' 0 0 Floor 0 0 0.00 Terminal 41 41 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 41 41 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 497 299 796 52. 511 55! Sub Total=_> -932 -1,797 111.13 Nom Vent 7 7 AHU Vent 7 7 Internal Loads Internal Loads Infil 0 0 Lights 348 87 435 28: 348 38; Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0' 0 0; People 0 0 0.00 Return 41 41 Misc 0 0 0 0 0 0 Misc 0 0 0.00 Exhaust 7 7 Sub Total=_> 348 87 435 28 348 38! Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 67 -67 0 0: 61 7 1 Ceiling Load -160 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 315 20 0 0 Ventilation Load 0 -449 27.77 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0:, 0 0;Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 15 -0.90 ENGINEERING CKS Exhaust Heat -6 -6 0i j OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 % 16.0 16.0 Duct Heat Pkup 0 0 0 System Plenum Heat 614 -38.00 cfm/ft= 0.16 0.16 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 322.07 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 1,986.60 Btu/haft' 6.04 -6.34 Grand Total==> 912 314 1,540 100.00' 920 100.00 Grand Total=_> -1,091 -1,617 100.00 No.People 2 11 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBMB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/lb OF OF gr/Ib fit. (%) MBh cfm OF OF Main Clg 0.1 1.5 1.3 41 77.0 63.3 65.3 55.0 50.4 47.3 Floor 255 Main Htg -1.6 41 58.6 93.7 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.1 1.5 Roof 255 0 0 Humidif 0.0 0 0.0 0.0 wall 104 13 13 Opt Vent 0.0 0 0.0 0.0 Ext Door 16 0 0 Total -1.6 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4ltemative-1 System Checksums Report Page 33 of 45 Room Checksums By Innovative Engineering Services, LLC RECEPTION 116 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/9 Mo/Hr:6/9 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 75/65/78 OADB:73 OADB: 9 SADB 57.3 77.5 Ra Plenum 75.9 67.6 Space Plenum Net Percent' Space Percent Space Peak Coil Peak Percent Return 75.9 67.6 Sens.+Lat. Sens.+Lat Total Of Total: Sensible Of Total i Space Sens Tot Sens Of Total Ret/OA 75.8 59.2 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0' 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 128 128 4 0 0 Roof Cond 0 -404 15.74 Glass Solar 1,346 0 1,346 43' 1,420 57! Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond -11 0 -11 0 -33 -1 Glass/Door Cond -658 -658 25.65 Cooling Heating Wall Cond 145 50 195 6! 157 6 i Wall Cond -287 -386 15.07 Diffuser 126 126 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 126 126 Adjacent Floor 0 0 0 0 1 0 0 Adjacent Floor 0 0 0.00 Main Fan 126 126 Infiltration 0 0 01: 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 1,480 179 1,659 52' 1,544 62 Sub Total=_> -946 -1,448 56.46 Nom Vent 18 18 AHU Vent 18 18 Internal Loads Internal Loads Infil 0 0 Lights 183 46 229 1 183 7i Lights 0 0 0.00 MinStop/Rh 0 0 People 900 0 900 281; 500 20 i People 0 0 0.00 Return 126 126 Misc 229 0 229 7 229 9 Misc 0 0 0.00 Exhaust 18 18 Sub Total=_> 1,312 46 1,357 431 912 371 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 40 -40 0 0: 38 2 Ceiling Load -103 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 168 5 0 0 i Ventilation Load 0 -1,225 47.74 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0: 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0; Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0; 0 0 Exhaust Heat 49 -1.90 ENGINEERING CKS Exhaust Heat -19 -19 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0: Additional Reheat 0 0.00 %OA 14.3 14.3 Duct Heat Pkup 0 0 0: System Plenum Heat 59 -2.30 cfm/ft' 0.94 0.94 Underflr Sup Ht Pkup 0 0; Underflr Sup Ht Pkup 0 0.00 cfm/ton 479.51 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 507.99 Btu/hr- 23.62 -19.14 Grand Total=_> 2,831 166 3,165 100.00 2,494 100.00 Grand Total==> -1,048 -2,565 100.00 11 No.People 2 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 0.3 3.2 2.6 126 75.8 63.2 66.8 57.3 54.9 60.5 Floor 134 Main Htg -2.6 126 59.2 77.5 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.3 3.2 Roof 134 0 0 Humidif 0.0 0 0.0 0.0 Wall 111 11 10 Opt Vent 0.0 0 0.0 0.0 Ext Door 21 0 0 Total -2.6 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 34 of 45 Room Checksums By Innovative Engineering Services, LLC STAFF OFFICE#1-003 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:8/1 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:73 OADB: 9 SADB 45.9 83.8 Ra Plenum 75.6 69.4 Space Plenum Net Percent Space Percent' Space Peak Coil Peak Percent Return 75.6 69.4 Sens.+Lat. Sens.+Lat Total Of Total I Sensible Of Total; Space Sens Tot Sens Of Total Ret/OA 79.7 37.7 Btu/h Btu/h Btu/h (%)! Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads 1 Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 010 0 j Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0; 0 0 1 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0� 0 01 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 j Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 220 53 273 7 316 17; Wall Cond -829 -1,034 36.01 Diffuser 56 56 Partition/Door 0 0 0 0 01 Partition/Door 0 0 0.00 Floor 0 0 0 0 0! Floor 0 0 0.00 Terminal 56 56 Adjacent Floor 0 0 0 01 0 0 Adjacent Floor 0 0 0.00 Main Fan 56 56 Infiltration 0 0 0', 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 220 53 273 7 316 17 Sub Total=_> -829 -1,034 36.01 Nom Vent 29 29 AHU Vent 29 29 Internal Loads Internal Loads Infil 0 0 Lights 213 53 267 7: 213 12 Lights 0 0 0.00 MinStop/Rh 0 0 People 1,800 0 1,800 47; 1,000 55 People 0 0 0.00 Return 56 56 Misc 267 0 267 7 267 15i Misc 0 0 0.00 Exhaust 29 29 Sub Total=_> 2,280 53 2,333 61 1,480 82; Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 27 -27 0 0; 20 1 Ceiling Load -30 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 1,224 32: 0 0 Ventilation Load 0 -1,994 69.46 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0' Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 20 -0.69 ENGINEERING CKS Exhaust Heat -18 -18 0 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0, RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 52.5 52.5 Duct Heat Pkup 0 0 0 System Plenum Heat 137 -4.77 cfm/ft' 0.36 0.36 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 176.25 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 491.85 Btu/hr-ft' 24.40 -18.37 Grand Total==> 2,527 61 3,812 100.00' 1,816 100.00 Grand Total=_> -859 -2,871 100.00 No.People 4 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 0.3 3.8 2.1 56 79.7 68.9 89.4 45.9 45.8 45.6 Floor 156 Main Htg -2.9 56 37.7 83.8 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.5 56 37.7 45.9 ExFlr 0 Total 0.3 3.8 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 150 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -2.9 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 35 of 45 Room Checksums By Innovative Engineering Services, LLC STAFF OFFICE#2-004 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:8/1 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:73 OADB: 9 SADB 46.9 81.2 Ra Plenum 75.6 69.4 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.6 69.4 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total! Space Sens Tot Sens Of Total Ret/OA 79.6 37.9 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 01 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 189 46 235 6 1 283 15 Wall Cond -729 -910 30.66 Diffuser 62 62 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 00 0 Floor 0 0 0.00 Terminal 62 62 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 62 62 Infiltration 0 0 0: 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 189 46 235 6 283 15 1 Sub Total=_> -729 -910 30.66 Nom Vent 32 32 AHU Vent 32 32 Internal Loads Internal Loads Infil 0 0 Lights 275 69 344 9 275 14 Lights 0 0 0.00 MInStop/Rh 0 0 People 1,800 0 1,800 451 1,000 52 People 0 0 0.00 Return 62 62 Misc 344 0 344 9! 344 18 Misc 0 0 0.00 Exhaust 32 32 Sub Total=_> 2,419 69 2,488 62 1,619 84 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 35 -35 0 0 26 1 Ceiling Load -39 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 1,337 33 0 0 Ventilation Load 0 -2,179 73.43 Leakage Ups 0 0 Adj Air Trans Heat 0 0 Ot 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 Exhaust Heat 22 -0.73 ENGINEERING CKS Exhaust Heat -20 -20 0! OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0' RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0'i Additional Reheat 0 0.00 %OA 52.1 52.1 Duct Heat Pkup 0 0 0 iSystem Plenum Heat 100 -3.36 cfm/ft' 0.31 0.31 Underflr Sup Ht Pkup 0 0' Underflr Sup Ht Pkup 0 0.00 cfm/ton 183.02 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 Witon 598.70 Btu/heft' 20.04 -14.72 Grand Total==> 2,644 60 4,040 100.007 1,928 100.00 Grand Total==> -768 -2,967 100.00 No.People 4 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 0.3 4.0 2.2 62 79.6 68.9 89.2 46.9 46.8 47.4 Floor 202 Main Htg -3.0 62 37.9 81.2 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.6 62 37.9 46.9 ExFlr 0 Total 0.3 4.0 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 132 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -3.0 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 36 of 45 Room Checksums By Innovative Engineering Services, LLC STAIR#1 HALL 109 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7118 Mo/Hr:6/18 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 82/70/91 OADB:79 OADB: 9 SADB 55.0 81.6 Ra Plenum 76.1 68.0 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 76.1 68.0 Sens.+Lat. Sens.+Lat Total Of Total: Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 77.1 58.6 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads I Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 246 246 12:i 0 0 Roof Cond 0 -501 28.79 Glass Solar 1,182 0 1,182 58; 1,262 83 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 70 0 70 3 40 31 Glass/Door Cond -573 -573 32.91 Cooling Heating Wall Cond 157 54 211 10! 156 10; Wall Cond -199 -267 15.36 Diffuser 68 68 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 01 0 0 Floor 0 0 0.00 Terminal 68 68 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 68 68 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 1,409 300 1,709 83 1,458 96i Sub Total=_> -772 -1,341 77.06 Nom Vent 11 11 AHU Vent 11 11 Internal Loads Internal Loads Infil 0 0 Lights 0 0 0 0! 0 0! Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 0 People 0 0 0.00 Return 68 68 Misc 0 0 0 0 0 O Mise 0 0 0.00 Exhaust 11 11 Sub Total=_> 0 0 0 0 0 0` Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 58 -58 0 0 57 4•:Ceiling Load -103 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 356 17 0 0 Ventilation Load 0 -739 42.49 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0' 0 0 Exhaust Heat 24 -1.38 ENGINEERING CKS Exhaust Heat -13 -13 -1 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 16.0 16.0 Duct Heat Pkup 0 0 0 System Plenum Heat 316 -18.17 cfm/ft= 0.41 0.41 Underflr Sup Ht Pkup 0 0: Underflr Sup Ht Pkup 0 0.00 cfm/ton 398.13 Supply Air Leakage 0 0 0: Supply Air Leakage 0 0.00 ft'/ton 965.25 Btu/heft' 12.43 -10.54 Grand Total=_> 1,467 228 2,051 100.00' 1,515 100.00*Grand Total==> -875 -1,740 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DBIWB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft- (%) MBh cfm °F °F Main Clg 0.2 2.1 1.8 68 77.1 62.4 61.2 55.0 52.0 53.2 Floor 165 Main Htg -1.7 68 58.6 81.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFir 0 Total 0.2 2.1 Roof 165 0 0 Humidif 0.0 0 0.0 0.0 Wall 82 13 16 Opt Vent 0.0 0 0.0 0.0 Ext Door 8 0 0 Total -1.7 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 37 of 45 Room Checksums By Innovative Engineering Services, LLC STORAGE 017 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/24 Mo/Hr:7/2 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/H R: 73/64/76 OADB:72 OADB: 9 SADB 55.0 109.1 Ra Plenum 76.2 67.7 Space Plenum Net Percenti Space Percent'; Space Peak Coil Peak Percent Return 76.2 67.7 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 75.9 61.8 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 O Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 01 Roof Cond 0 0 0.00 Glass Solar 0 0 0 O 0 0 i Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0; 0 0; Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 850 200 1,049 58':. 867 53 Wall Cond -2,739 -3,398 87.59 Diffuser 74 74 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 O i 0 O Floor 0 0 0.00 Terminal 74 74 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 74 74 Infiltration 0 0 0 0 0Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 850 200 1,049 58 867 53 Sub Total=_> -2,739 -3,398 87.59 Nom Vent 7 7 AHU Vent 7 7 Internal Loads Internal Loads Infil 0 0 Lights 532 133 665 37 532 32 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0' 0 01 People 0 0 0.00 Return 74 74 Misc 0 0 0 0 0 0 Misc 0 0 0.00 Exhaust 7 7 Sub Total=_> 532 133 665 377: 532 32 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 238 -238 0 0 241 15;,Ceiling Load -471 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 104 6 0 0 Ventilation Load 0 -500 12.90 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0' 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0 0 0 i Exhaust Heat 19 -0.48 ENGINEERING CKS Exhaust Heat -9 -9 -1 ;OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 10.0 10.0 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.00 cfm/ft' 0.11 0.11 Underflr Sup Ht Pkup 0 0: Underflr Sup Ht Pkup 0 0.00 cfm/ton 488.72 Supply Air Leakage 0 0 0' Supply Air Leakage 0 0.00 ft'/ton 4,308.80 Btu/heft= 2.78 -5.97 Grand Total==> 1,620 85 1,810 100.00! 1,640 100.00.Grand Total==> -3,210 -3,879 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/lb OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 0.2 1.8 1.7 74 75.9 60.7 55.1 55.0 52.0 53.1 Floor 650 Main Htg -3.9 74 61.8 109.1 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 Total 0.2 1.8 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 870 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -3.9 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 38 of 45 Room Checksums By Innovative Engineering Services, LLC STORAGE/MECH 018 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:7/2 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/H R: 83/74/111 OADB:72 OADB: 9 SADB 55.0 97.8 Ra Plenum 75.7 68.8 Space Plenum Net Percent; Space Percent!Space Peak Coil Peak Percent Return 75.7 68.8 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 76.7 61.6 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads 1 Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 01 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0, Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 01 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0! 0 0 j Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 274 64 338 25: 453 37 Wall Cond -1,417 -1,764 80.21 Partition/Door 0 0 0 0 0: Partition/Door 0 0 0.00 Diffuser 55 55 Floor 0 0 0: 0 0: Floor 0 0 0.00 Terminal 55 55 Adjacent Floor 0 0 0 0' 0 01: Adjacent Floor 0 0 0.00 Main Fan 55 55 Infiltration 0 0 0 0 0! Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 274 64 338 25: 453 37 Sub Total=_> -1,417 -1,764 80.21 Nom Vent 7 7 AHU Vent 7 7 Internal Loads Internal Loads Infil 0 0 Lights 565 141 706 52 565 47i Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 0; People 0 0 0.00 Return 55 55 Misc 0 0 0 0 0 0 Misc 0 0 0.00 Exhaust 7 7 Sub Total=_> 565 141 706 52t 565 47i Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 161 -161 0 0; 195 16 Ceiling Load -272 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 327 24; 0 0 Ventilation Load 0 -444 20.20 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0' 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0' 0 0 Exhaust Heat 9 -0.41 ENGINEERING CKS Exhaust Heat -5 -5 0: OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0: :RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 i Additional Reheat 0 0.00 %OA 12.0 12.0 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.00 cfm/ft' 0.08 0.08 Underflr Sup Ht Pkup 0 0' Underflr Sup Ht Pkup 0 0.00 cfm/ton 478.80 Supply Air Leakage 0 0 01 Supply Air Leakage 0 0.00 ft'/ton 6,059.10 Btu/heft= 1.98 -3.19 Grand Total==> 1,000 39 1,367 100.00 1,214 100.00'Grand Total==> -1,688 -2,199 100.00 No.People 0 11 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F grflb ft2 (%) MBh cfm °F °F Main Clg 0.1 1.4 1.1 55 76.7 62.1 60.2 55.0 53.5 58.7 Floor 690 Main Htg -2.2 55 61.6 97.8 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.1 1.4 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 450 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -2.2 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41ternative-1 System Checksums Report Page 39 of 45 Room Checksums By Innovative Engineering Services, LLC WINE & LIQUOR STORAGE COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/21 Mo/Hr.8/24 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 77/69/94 OADB:74 OADB: 9 SADB 55.0 81.0 Ra Plenum 75.7 69.6 Space Plenum Net Percent; Space Percent, Space Peak Coil Peak Percent Return 75.7 69.6 Sens.+Lat. Sens.+Lat Total Of Total! Sensible Of Total: Space Sens Tot Sens Of Total Ret/OA 75.8 64.2 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0': Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0; 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 102 25 127 19, 114 20; Wall Cond -264 -330 67.53 Diffuser 26 26 Partition/Door 0 0 0I 0 0 Partition/Door 0 0 0.00 Floor 0 0 01 0 0Floor 0 0 0.00 Terminal 26 26 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 26 26 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 102 25 127 19 114 201 Sub Total=_> -264 -330 67.53 Nom Vent 2 2 AHU Vent 2 2 Internal Loads i Internal Loads Infil 0 0 Lights 369 92 461 70 369 63! Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0: 0 0 People 0 0 0.00 Return 26 26 Misc 0 0 0 0: 0 0 Misc 0 0 0.00 Exhaust 2 2 Sub Total=_> 369 92 461 70 369 63! Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 97 -97 0 0' 100 17 Ceiling Load -55 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 70 11 ' 0 0 Ventilation Load 0 -160 32.68 Leakage Ups 0 0 Adj Air Trans Heat 0 0 01 0 0:Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 01 0 0'Exhaust Heat 1 -0.20 ENGINEERING CKS Exhaust Heat -2 -2 0' OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 i RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 9.0 9.0 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.00 cfm/ft' 0.06 0.06 Underflr Sup Ht Pkup 0 0: Underflr Sup Ht Pkup 0 0.00 cfm/ton 478.18 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 8,228.94 Btu/heft' 1.46 -1.09 Grand Total=_> 568 18 656 100.00 582 100.00"Grand Total==> -319 -489 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DBIWB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft' (%) MBh cfm °F °F Main Clg 0.1 0.7 0.6 26 75.8 61.2 57.6 55.0 52.4 54.7 Floor 450 Main Htg -0.5 26 64.2 81.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 0 0.0 0.0 ExFlr 0 Total 0.1 0.7 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 84 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.5 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 40 of 45 Room Checksums By Innovative Engineering Services, LLC WOMENS BATH 025 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 8/20 Mo/Hr:8/22 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 78 170/97 OADB:76 OADB: 9 SADB 55.0 116.9 Ra Plenum 75.7 69.1 Space Plenum Net Percent Space Percent I Space Peak Coil Peak Percent Return 75.7 69.1 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total i Space Sens Tot Sens Of Total Ret/OA 76.5 49.8 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0' 0 01 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0; Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 01 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 0! Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 01 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 124 30 154 701127 85 Wall Cond -321 -400 79.82 Diffuser 7 7 Partition/Door 0 0 0' 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 7 7 Adjacent Floor 0 0 0 0' 0 0 Adjacent Floor 0 0 0.00 Main Fan 7 7 Infiltration 0 0 0 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 124 30 154 70! 127 85 Sub Total=_> -321 -400 79.82 Nom Vent 2 2 AHU Vent 2 2 Internal Loads Internal Loads Infil 0 0 Lights 0 0 0 0 0 0 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0.' 0 01 People 0 0 0.00 Return 5 5 Misc 0 0 0 0 0 0' Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 0 0 0 0; 0 0 Sub Total=_> 0 0 0.00 Rm Exh 2 .2 Auxiliary 0 0 Ceiling Load 22 -22 0 0' 22 15',Ceiling Load -29 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 66 30 0 0 Ventilation Load 0 -146 29.12 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0! 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0' Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0; 0 0'.Exhaust Heat 0 0.00 ENGINEERING CKS Exhaust Heat 0 0 0; OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0: Additional Reheat 0 0.00 %OA 32.0 32.0 Duct Heat Pkup 0 0 0 System Plenum Heat 45 -8.94 cfm/ft' 0.07 0.07 Underfir Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 366.27 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 5,328.99 Btulhr•ft' 2.25 -5.13 Grand Total==> 146 8 220 100.00 150 100.00 Grand Total=_> -351 -501 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft2 (%) MBh cfm °F °F Main Clg 0.0 0.2 0.2 7 76.5 64.2 70.3 55.0 53.2 57.7 Floor 98 Main Htg -0.5 7 49.8 116.9 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat 0.0 7 49.8 55.0 ExFlr 0 Total 0.0 0.2 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 102 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.5 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 41 of 45 Room Checksums By Innovative Engineering Services, LLC WOMENS BATHROOM 009 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:7/15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:85 OADB: 9 SADB 55.0 70.0 Ra Plenum 75.7 70.0 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.7 70.0 Sens.+Lat. Sens.+Lat Total Of Total:: Sensible Of Total: Space Sens Tot Sens Of Total Ret/OA 79.5 40.1 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0: Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0; Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0: 0 0 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0 0 01 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 .0 0.00 Cooling Heating Wall Cond 0 0 0 0 0 0 Wall Cond 0 0 0.00 Diffuser 20 20 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 O 0 0 i Floor 0 0 0.00 Terminal 20 20 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 20 20 Infiltration 0 0 0: 0 0Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 0 0 0 0 0 0 Sub Total=_> 0 0 0.00 Nom Vent 10 10 AHU Vent 10 10 Internal Loads Internal Loads Infil 0 0 Lights 229 57 287 31 229 51 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0! 0 0; People 0 0 0.00 Return 10 10 Misc 179 0 179 20:! 179 40;: Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 409 57 466 51 ! 409 901 Sub Total=_> 0 0 0.00 RM Exh 10 10 Auxiliary 0 0 Ceiling Load 44 -44 0 0 44 10 Ceiling Load 0 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 451 49 0 0:Ventilation Load 0 -677 100.01 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0'Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0; Ov/Undr Sizing 0 0 -0.01 Ov/Undr sizing o 0 0! 0 0 Exhaust Heat 0 0.00 ENGINEERING CKS Exhaust Heat 0 0 0 OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0i RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0: Additional Reheat 0 0.00 %OA 49.0 49.0 Duct Heat Pkup 0 0 0 System Plenum Heat 0 0.00 cfm/ft' 0.10 0.10 Underflr Sup Ht Pkup 0 0 Underflr Sup Ht Pkup 0 0.00 cfm/ton 266.42 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 2,749.86 Btu/hr•ft2 4.36 -3.22 Grand Total==> 453 13 916 100.00' 453 100.00 Grand Total==> 0 -677 100.00 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ftZ (%) MBh cfm OF OF Main Clg 0.1 0.9 0.6 20 79.5 68.1 85.2 55.0 53.8 60.1 Floor 210 Main Htg -0.7 20 40.1 70.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.3 20 40.1 55.0 ExFlr 0 Total 0.1 0.9 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 0 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -0.7 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 42 of 45 Room Checksums By Innovative Engineering Services, LLC WOMENS CHANGING 008 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:7/15 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:85 OADB: 9 SADB 55.0 70.0 Ra Plenum 75.7 70.0 Space Plenum Net Percent i Space Percent Space Peak Coil Peak Percent Return 75.7 70.0 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total! Space Sens Tot Sens Of Total RetlOA 79.5 40.1 Btu/h Btu/h Btu/h (%) Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn 13IdTD 0.0 0.0 Skylite Solar 0 0 0 0: 0 0; Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0' 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0 0 01 Roof Cond 0 0 0.00 Glass Solar 0 0 0 0: 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0� Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 0 0 0 0; 0 01 Wall Cond 0 0 0.00 Diffuser 62 62 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Floor 0 0 0 0 0 Floor 0 0 0.00 Terminal 62 62 Adjacent Floor 0 0 0 0 0 0 Adjacent Floor 0 0 0.00 Main Fan 62 62 Infiltration 0 0 01 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 0 0 0 01 0 0 Sub Total=_> 0 0 0.00 Nom Vent 30 30 AHU Vent 30 30 Internal Loads Internal Loads Infil 0 0 Lights 197 49 246 8; 197 14 Lights 0 0 0.00 MinStop/Rh 0 0 People 1,800 0 1,800 57 1,000 73 People 0 0 0.00 Return 62 62 Misc 147 0 147 5' 147 11 Misc 0 0 0.00 Exhaust 30 30 Sub Total=_> 2,144 49 2,193 70! 1,344 98 Sub Total=_> 0 0 0.00 Rm Exh 0 0 Auxiliary 0 0 Ceiling Load 30 -30 0 0'. 30 2 Ceiling Load 0 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 962 31 0 0 1 Ventilation Load 0 -2,054 100.00 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0! 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 0; 0 0 Exhaust Heat 0 0.00 ENGINEERING CKS Exhaust Heat -22 -22 -1 : OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0i RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 49.0 49.0 Duct Heat Pkup 0 0 01 System Plenum Heat 0 0.00 cfm/ftz 0.43 0.43 Underflr Sup Ht Pkup 0 0: UnderFlr Sup Ht Pkup 0 0.00 cfm/ton 236.56 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ft'/ton 551.72 Btu/heft= 21.75 -14.26 Grand Total==> 2,175 -4 3,133 100.001 1,375 100.00 Grand Total==> 0 -2,054 100.00 No.People 4 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ftz (%) MBh cfm °F °F Main Clg 0.3 3.1 1.7 62 79.5 69.9 94.9 55.0 54.3 61.9 Floor 144 Main Htg -2.1 62 40.1 70.0 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -1.0 62 40.1 55.0 ExFlr 0 Total 0.3 3.1 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 0 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -2.1 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC Alternative-1 System Checksums Report Page 43 of 45 Room Checksums By Innovative Engineering Services, LLC WOMENS CHANGING 024 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:8/22 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/H R: 83/74/111 OADB:76 OADB: 9 SADB 55.0 77.8 Ra Plenum 75.6 69.1 Space Plenum Net Percent Space Percent Space Peak Coil Peak Percent Return 75.6 69.1 Sens.+Lat. Sens.+Lat Total Of Total Sensible Of Total Space Sens Tot Sens Of Total Ret/OA 78.1 49.8 Btu/h Btu/h Btu/h (%); Btu/h (%) Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope LoadsEnvelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0! 0 01 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0 0 0 j Skylite Cond 0 0 0.00 Roof Cond 0 0 0 0; 0 01 Roof Cond 0 0 0.00 Glass Solar 0 0 0 01 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0 Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 61 15 75 7 98 14 i Wall Cond -246 -306 31.74 Partition/Door 0 0 0 0 O Partition/Door 0 0 0.00 Diffuser 31 31 Floor 0 0 00 0 Floor 0 0 0.00 Terminal 31 31 Adjacent Floor 0 0 0 0 i 0 0 Adjacent Floor 0 0 0.00 Main Fan 31 31 Infiltration 0 0 0; 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 61 15 75 7: 98 14 Sub Total=_> -246 -306 31.74 Nom Vent 10 10 Internal Loads I Internal Loads AHU Vent 10 10 Infil 0 0 Lights 63 16 79 7 63 9 1 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0 0 01 People 0 0 0.00 Return 21 21 Misc 512 0 512 45, 512 74 Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 575 16 590 52 575 83 Sub Total=_> 0 0 0.00 Rm Exh 10 10 Auxiliary 0 0 Ceiling Load 15 -15 0 0: 17 3 Ceiling Load -23 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 463 41. 0 0 Ventilation Load 0 -673 69.82 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0 0 0:Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 0: Ov/Undr Sizing 0 0 0.00 ovlUndr Sizing 0 0 0: 0 0 i Exhaust Heat 0 0.00 ENGINEERING CKS Exhaust Heat 0 0 0! OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0 RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 j Additional Reheat0 0.00 %OA 32.0 32.0 Duct Heat Pkup 0 0 0: System Plenum Heat 15 -1.57 cfmlft' 0.40 0.40 Underflr Sup Ht Pkup 0 0:: Underflr Sup Ht Pkup 0 0.00 cfm/ton 329.31 Supply Air Leakage 0 0 0 Supply Air Leakage 0 0.00 ftz/ton 815.28 Btu/heft' 14.72 -12.57 Grand Total=_> 650 16 1,129 100.00 690 100.00 Grand Total==> -269 -964 100.00 No.People 0 11 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm °F °F gr/Ib °F °F gr/Ib ft2 (%) MBh cfm °F °F Main Clg 0.1 1.1 0.8 31 78.1 65.7 75.0 55.0 53.7 59.8 Floor 77 Main Htg -1.0 31 49.8 77.8 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.2 31 49.8 55.0 ExFlr 0 Total 0.1 1.1 Roof 0 0 0 Humidif 0.0 0 0.0 0.0 Wall 78 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -1.0 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 4lternative-1 System Checksums Report Page 44 of 45 Room Checksums By Innovative Engineering Services, LLC WOMENS RM110 COOLING COIL PEAK CLG SPACE PEAK HEATING COIL PEAK TEMPERATURES Peaked at Time: Mo/Hr: 7/13 Mo/Hr:8/13 Mo/Hr: Heating Design Cooling Heating Outside Air: OADB/WB/HR: 83/74/111 OADB:83 OADB: 9 SADB 55.0 102.6 Ra Plenum 77.6 62.3 Space Plenum Net Percent Space Percent' Space Peak Coil Peak Percent Return 77.6 62.3 Sens.+Lat. Sens.+Lat Total Of Total' Sensible Of Total' Space Sens Tot Sens Of Total RetlOA 79.5 44.7 Btu/h Btu/h Btulh (%); Btu/h (%); Btu/h Btu/h (%) Fn MtrTD 0.0 0.0 Envelope Loads Envelope Loads Fn BIdTD 0.0 0.0 Skylite Solar 0 0 0 0 0 0 Skylite Solar 0 0 0.00 Fn Frict 0.0 0.0 Skylite Cond 0 0 0 0i 0 0 Skylite Cond 0 0 0.00 Roof Cond 0 216 216 16 0 0 Roof Cond 0 -783 35.61 Glass Solar 0 0 0 0; 0 0 Glass Solar 0 0 0.00 AIRFLOWS Glass/Door Cond 0 0 0 0 0 0; Glass/Door Cond 0 0 0.00 Cooling Heating Wall Cond 495 118 613 45: 555 73' Wall Cond -544 -663 30.12 Partition/Door 0 0 0 0 0 Partition/Door 0 0 0.00 Diffuser 34 34 Floor 0 0 0: 0 0: Floor 0 0 0.00 Terminal 34 34 Adjacent Floor 0 0 0 0 0 O; Adjacent Floor 0 0 0.00 Main Fan 34 34 Infiltration 0 0 0, 0 0 Infiltration 0 0 0.00 Sec Fan 0 0 Sub Total=_> 495 334 829 61 555 73 Sub Total=_> -544 -1,446 65.73 Nom Vent 11 11 Internal Loads Internal Loads AHU Vent 11 11 Infil 0 0 Lights 0 0 0 0 0 0 Lights 0 0 0.00 MinStop/Rh 0 0 People 0 0 0 0: 0 01 People 0 0 0.00 Return 23 23 Misc 0 0 0 0; 0 0i, Misc 0 0 0.00 Exhaust 0 0 Sub Total=_> 0 0 0 0 0 13' Sub Total=_> 0 0 0.00 Rm Exh 11 11 Auxiliary 0 0 Ceiling Load 231 -231 0 0: 206 27:1 Ceiling Load -694 0 0.00 Leakage Dwn 0 0 Ventilation Load 0 0 521 39 i 0 0 Ventilation Load 0 -766 34.81 Leakage Ups 0 0 Adj Air Trans Heat 0 0 0' 0 0 Adj Air Trans Heat 0 0 0 Dehumid.Ov Sizing 0 01 Ov/Undr Sizing 0 0 0.00 Ov/Undr Sizing 0 0 01 0 0 j Exhaust Heat 0 0.00 ENGINEERING CKS Exhaust Heat 0 0 0! OA Preheat Diff. 0 0.00 Sup.Fan Heat 0 0i RA Preheat Diff. 0 0.00 Cooling Heating Ret.Fan Heat 0 0 0 Additional Reheat 0 0.00 %OA 33.0 33.0 Duct Heat Pkup 0 0 0 System Plenum Heat 12 -0.55 cfm/ft' 0.12 0.12 Underflr Sup Ht Pkup 0 0i Underflr Sup Ht Pkup 0 0.00 cfm/ton 303.88 Supply Air Leakage 0 0 0' Supply Air Leakage 0 0.00 ft'/ton 2,538.96 Btulhr ft' 4.73 -7.70 Grand Total==> 726 102 1,350 100.00' 761 100.00 Grand Total==> -1,238 -2,199 100.00 11 No.People 0 COOLING COIL SELECTION AREAS HEATING COIL SELECTION Total Capacity Sens Cap. Coil Airflow Enter DB/WB/HR Leave DB/WB/HR Gross Total Glass CapacityCoil Airflow Ent Lvg ton MBh MBh cfm OF OF gr/Ib OF OF gr/Ib ft' (%) MBh cfm OF OF Main Clg 0.1 1.4 0.9 34 79.5 66.3 76.0 55.0 53.5 58.8 Floor 286 Main Htg -2.2 34 44.7 102.6 Aux Clg 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Part 0 Aux Htg 0.0 0 0.0 0.0 Opt Vent 0.0 0.0 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 Int Door 0 Preheat -0.4 34 44.7 55.0 ExFIr 0 Total 0.1 1.4 Roof 286 0 0 Humidif 0.0 0 0.0 0.0 Wall 174 0 0 Opt Vent 0.0 0 0.0 0.0 Ext Door 0 0 0 Total -2.2 Project Name: TRACE®700 v6.3.1 calculated at 03:48 PM on 01/23/2018 Dataset Name: FISHERS ISLAND CC CALCS.TRC 41temative-1 System Checksums Report Page 45 of 45 3 2 U� t NOTES: 6 9/16" REF A ENTIRE HORIZONTAL FRONT AND/OR REAR HOISTWAY WALL TO BE LEFT FULLY OPEN AT EACH A LANDING - COORDINATE WITH KONE B. GOVERNOR TO BE POSITIONED WITH ELECTRICAL CWT CAR BOXES TOWARDS CAR SIDE AND ENCODER TOWARDS FRONT SIDE D C. TERMINATE WIRE DUCT 48' (1220] ABOVE LOWEST LANDING. PIT LADDER TO BE POSITIONED DIRECTLY BELOW DUCT. D. REFER TO THE DATA SHEET FOR FURTHER DETAILS o \ CONCERNING ALLOWABLE CLEAR HOISTWAY TOLERANCES. %X\ I E. MINIMUM CLEAR HOISTWAY WIDTH SHOWN. CONTACT KONE FOR MAXIMUM ALLOWABLE CLEAR HOISTWAY DIMENSIONS. m 7 F. ALL CAR AND CWT RAIL BRACKETS ATTACH TO rn m U) 0 1 SIDE HOISTWAY WALLS. n o N o 6392806-10140-010 I G. FILLER BIT HEIGHTS ARE BASED ON A COMPLETE 3 a N ELEVATOR2500# 2 CAB INSTALLATION. 3 0 o I H. CONTROLLER TO ALWAYS BE INSTALLED ON TOP LANDING WITH REQUIREMENT OF WALL THICKNESS MIN o g 6 1/8" TYP 8.27' AND MAX 29'. rui a 5 • I INST. NOTES: 3 \ - - —amu- E DIM FOR ELEV ELEVATOR 1 = 94.253' w 1 2 CLO Insert Location -to be filled solid C M 3 4 2 coarses above and below insert- KONE to provide inserts- 10 DOOR s Mason to install SPLIT FlL1 ER BIT HT (STEEL): 7' N I FULL FILLER BIT HT (STEEL)THIN: 3 1/4' C---------------- FULL FILLER BIT HT (STEEL)THK: 4'-3 3/8' , APPROVED BY m 1O FRONT G,•1 ANNA MARIE MILANO z HPB 2017-02-17 w o_ w APPROVAL SPACE 4'-3 7/16" I PROJECT- (SEE NOTE A) T 3'-6' DOOR FISHERS ISLAND CLUBHOUSE B 8 9/16" LOCATION: B 20449 FAST MAIN ROAD - FISHERS ISLAND NY 1'-2 1/16" E 6'-8'PLATFORM ENG/ARCH: 7 15/16' I MARK P. FINLAY ARCHITECTS 6'-11 1/16" DBG CONTRACTOR: Insert Location -to be filled T C E FLOYD COMPANY INC solid 2 coarses above and 10 1/8' 7'-3 15/16' DE3B (REF) " below insert- KONE to provide 4 inserts- Mason to install 3 15/16' N v 010 6392806 42912738 B'-6" WALL TO WALL ° ITEM NO. UNIT NO. EQUIPMENT NO. ' R E V 4'-6 1/16" i 2017-02-17 A ANN FINAL CAR D 2016-11-11 1 - ANN PRELIMINARY U\VVJ N s DATE NO BY CK DESCRIPTION DD THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE A PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR DISSEMINATION WITHOUT THE EXPRESS PERMISSION OF A APR 2 4 2017 KONE INC. IS STRICTLY PROHIBITED. A - 0 TRAVEUNG CABLE @ TYP BUFFER LOCATION / SEE DATA SHEET FOR REACTIONS @ CONTROLLER mo®o (2)DEAD-END HITCH ©WIRE DUCT (SEE NOTE C) BUILDING DEPT. 03 GOVERNOR / TENSION WT ASSEMBLY (SEE NOTE B) 70 RECOMMENDED SUMP PUMP LOCATION (IF REQUIRED) TOWN OF SOUMOLD GENERATED ON:02/17/17 BY:AMI RA UNITS:IMPERIAL ESB-15.2 ®PIT LADDER DRAWING DESCRIPTION I SHEET M-6392806-10140-010 HOISTWAY 1 of 13 4 3 2 1 1 't tr 4 3 2 FLOOR NUM FRONT REAR DISTANCE 1 1 G I11'-11' al 2 1 •1 11'-11' * Hoistbeam provided by KONE-installed by Bin. HOIST BEAM. SEE KONE others D REP. FOR HOIST BEAM DETAILS p oJL Ac— y y W T T QU K O I � Z W LO V W CD W K U > O co 010 O of> -j O 0 O Z 3 N = 7 W yy O T O O U CL O = 7 R U LU Lr) Ln °� Oj i0 2 O :2 M I mO I O U • o � C C I � o I 1 ELEVATIONS OR FLOOR MARKINGS OF THE FOLLOWING MUST BE NOTED WHEN APPLICABLE of •I DESIGNATION FLOOR MARKING n Li MAIN ELEVATION LOBBY +1 s1 FIRE SERVICE RETURN •1 11_11• ALTERNATE FIRE SERVICE RETURN G CAR MACHINE SIDE CAR OPPOSEDSIDE EMERGENCY POWER RENRN N/A APPROVED BY RAIL SCHEDULE LOCATION RAIL LENGTH QTY FILLER RAIL 12'-7 1/4' 1 ANNA MARIE MILANO STARTER 8,-0" 1 2017-02-17 rn o APPROVAL SPACE EE PROJECT: FISHERS ISLAND CLUBHOUSE LOCATION: B I � r 20449 EAST MAIN ROAD - FISHERS ISLAND NY G * a I ENG/ARCH: U' `O x III I MARK P. FINLAY ARCHITECTS III I CONTRACTOR: ow III I C E FLOYD COMPANY INC I I I °, 71 iv n III I I 010 6392806 42912738 N I I o _ * * � * o � III I q� REM N0. UNIT N0. EQUIPMENT NO. co I III I R to 7 2017-02-17 A ANN FINAL LJ 01 2016-11-11 - ANN PRELIMINARY o� o� a s DATE NO BY CK DESCRIPTION r inTn :� o iv m THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE M I a3 r' PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR DISSEMINATION WITHOUT THE EXPRESS PERMISSION OF A m w KONE INC. IS STRICTLY PROHIBITED. A PIT FLOOR 11+111• m ®i®o -5'-0' CWT MACHINE SIDE CWT OPPOSED SIDE ELEVATIONCO M GENERATED ON:02/17/17 BY:AMI REV CAPACITY- 25DOIUNRS:IMPERIAL ESB-15.2 A RARSTACK MAXIMUM BRACKET SPACING - 85' "•' DENOTES CENTER LINE OF BRACKETS. DRAWING DESCRIPTION SHEET BRACKET SUPPORTS ARE REQUIRED AT THESE POINTS. M-6392806-10140-010 RAILSTACK 2 of 13 4 3 2 1 1 � 4 3 2 1 *3 Phase power needs to be piped to hoistway * Disconnects need to be mounted in electrical room D * KONE will provide a non fused disconnect at the top of the hoistway and electrician needs to run wiring from electrical room to hoistway p C C RAILS APPROVED BY �S ANNA MARIE MILANO 2017-02-17 m M TRANSFORMEo R APPROVAL SPACE PROJECT- FISHERS ISLAND CLUBHOUSE B '� LOCATION: B 0 o 20449 EAST MAIN ROAD — FISHERS ISLAND NY = o ENG/ARCH: LU MARK P. FlNLAY ARCHITECTS CONTRACTOR: C E FLOYD COMPANY INC vUi m o m 0 c z SEP v N I I N F 10 1/2" w M I Z MAIN POWER DISCONNECT of I� F 010 6392806 42912738 (BY OTHERS) �I z ° OEM NO. UNIT NO. EQUIPMENT NO. N D M Y 7 m M S I I 2017-02-17 A ANN FINAL Go H 2016-11-11 — ANN PRELIMINARY S DATE NO BY CK DESCRIPTION lyy THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE o PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR TOP LANDING DISSEMINATION WITHOUT THE EXPRESS PERMISSION OF A I> KONE INC. IS STRICTLY PROHIBITED. A ELEVATION AT POWER ROOM mA�© ELEVATION VWW GENERATED ON:02/17/17 BY:AMI REV SECTION A—A UNITS:IMPERIAL ESB-15.2 A DRAWING DESCRIPTION SHEET M-6392806-10140-010 CONTROLLER 3 Of 13 4 3 2 1 4 3 2 1 6392806-10140-010 PLACE YELLOW LINE AT CENTER ELEVATOR 1 OF HOISTWAY LEFT TO RIGHT C 2500# D p A E A B B i LX }O_T cV l C D D D 5.5 TUBE STEEL BUILDING LOADS FOR HOISTING BEAM & TUBE STEEL SUPPORT FOR ADJACENT HOISTWAYS COMBINED LOADS ON A COMMON STRUCTURAL SUPPORT GUIDE RAIL REACTIONS* C SHOULD BE TAKEN INTO CONSIDERATION. C REACTIONS SHOWN BELOW ARE FOR THIS ELEVATOR ONLY. FOR ADJACENT HOISTWAYS COMBINED LOADS ON A COMMON STRUCTURAL SUPPORT SHOULD BE TAKEN INTO CONSIDERATION. PLANVIEW IS AT TOP OF OVERHEAD LOOKING DOWN ON THE BEAMS REACTIONS SHOWN BELOW ARE FOR THIS ELEVATOR ONLY. ALL U—BOLTS HANG DOWN TOWARDS THE PIT FLOOR SEE BRACKET SHEET FOR THE ELEVATION OF SUPPORTS NON—SEISMIC REACTIONS �7Be�amsrovidedby KONE BRKTS ABOVE TOPMOST LANDING IMPACT LOADING REACTIONS Ibf REACTION LOCATION A B C X DIRECTION 1 780 210 1 50 REACTION LOCATION A B C D Y DIRECTION 320 910 1 100 Z DIRECTION 5610 1 4840 1 5000 5000 MAX DEFLECTION NOT TO EXCEED 0.125' DUE TO APPLIED LOADS APPROVED BY *REACTIONS A AND B ARE SIZED TO SUPPORT THE MAXIMUM WORKING LOAD OF THE INSTALLATION HOIST. REACTIONS D AND C SUPPORT FALL ARREST BRKTS BELOW TOPMOST LANDING — RUNNING REACTIONS Ibf LIFELINES PER OSHA MINIMUM SUPPORT LOADS. REACTIONS A & B MAY REACTION LOCATION A I B C ANNA MARIE MILANO BE CONSIDERED TO OCCUR SEPARATELY FROM C & D. X DIRECTION 260 1 210 50 2017.-02-17 Y DIRECTION 170 1 70 100 MAX DEFLECTION NOT TO EXCEED 0.125' DUE TO APPLIED LOADS APPROVAL SPACE *ORTHOGONAL REACTIONS DO NOT OCCUR SIMULTANEOUSLY. *Governor system related loads are included in the rail reactions. PROJECT: FISHERS ISLAND CLUBHOUSE 6 PIT FLOOR REACTIONS** LOCATION: B 20449 EAST MAIN ROAD — FISHERS ISLAND NY VERTICAL FORCES ONTO PTT FLOOR Ibf ENG/ARCH: REACTION LOCATION I A IBI C D E MARK P. FINLAY ARCHITECTS Z DIRECTION 1 11100 1 5300 1 2900 1 9500 1 14000 CONTRACTOR: BEAM CLIP **VERTICAL REACTIONS A B & C OCCUR SIMULTANEOUSLY. VERTICAL REACTIONS D & E C E FLOYD COMPANY INC BEAM REST OCCUR INDIVIDUALLY AND SEPARATELY FROM A B & C. u N 1 T • d e '= SEISMIC DESIGN CRITERIA F 010 6392806 42912738 BUILDING CODE: IBC ITEM NO. UNIT NO. EQUIPMENT NO. • - SEISMIC DESIGN REQUIRED: NO i e' DESIGN CATEGORY: B s �20 A ANN FINAL v °x — ANN PRELIMINARY s DATE NO BY CK DESCRIPTION THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE BEAM POCKET PROPERTY OF KONE INC. ITS.USE, REPRODUCTION OR DISSEMINATION WITHOUT THE EXPRESS PERMISSION OF A KONE INC. IS STRICTLY PROHIBITED. A ATTACHMENT DETAILS loll GENERATED ON:02/17/17 1 BY:AMI REV UNITS:IMPERIAL ESB-15.2 A DRAWING DESCRIPTION I SHEET M-6392806-10140-010 REACTION 4 of 13 4 3 2 1 4 3 2 1 Insert Location 6392806-10140-010 A B ELEVATOR 1 2500# D D 22'-4 1/2' EL —- -®- 22'-4 1/2" EL —- - A i i C 100 —-— 21'-9' EL N I I N 17'-8'.EL —- -IR2-- 17'-8' EL —- -Ea A B -®- -=11'-5' EL C BRACKET ATTACHMENT LOCATIONSSECTION B BRACKET ELEVATIONS AREE AT THE CENTERLINE OF C -M — 4'-6' EL ELEVATIONS BELOW TOP LANDING ARE THE SAME AS SECTION A-A [G] 0' EL �13 5/8--{ a —o-T— � APPROVED BY SECTION A-A CONCR INSERTS/SLEE ANNA MARIE MILANO BRACKET ELEVATIONS ARE AT THE CENTERLINE Of 2017-02-17 BEARING AREA OF WALL FASTENERS KONE SUPPLIED BRACKET FOOTPRINT AT POINT A (COMBO BRACKETS) APPROVAL SPACE PROJECT: FISHERS ISLAND CLUBHOUSE B LOCATION: B 5 1/4 20449 EAST MAIN ROAD - FISHERS ISLAND NY ENG/ARCH: i MARK P. FINLAY ARCHITECTS 1—_ IIS_ CONTRACTOR: C E FLOYD COMPANY INC CON CR INSERTS/STEEL N T N 010 6392806 42912738 F OEM NO. UNIT NO. EQUIPMENT NO. KONE SUPPLIED BRACKET FOOTPRINT AT POINT B (CWT BRACKETS) Re sN 17- 2-17 A N FINAL 11 NN PREUMINA RY20 S DATE NO CK DESCRIPTION �11 3/4� THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR DISSEMINATION WITHOUT THE EXPRESS PERMISSION OF A M i i KONE INC. IS STRICTLY PROHIBITED. A CONCRETE/INSERTS/STEEL ��®© GENERATED ON:02/17/17 BY:AMI REV UNITS:IMPERIAL ESB-15.2 I A DRAWING DESCRIPTION SHEET KONE SUPPLIED BRACKET FOOTPRINT AT POINT C (CAR BRACKETS) M-6392806-10140-010 BRACKET 5 of 13 4 3 2 1 4 3 2 1 ELEVATOR: 1 HOISTWAY PLUMB LINE RATED CAPACITY: 2500LB(l134KG) RATED SPEED: 150FPM(0.75MPS) PLATFORM SHAPE: PASSENGER CLASS OF LOADING: PASSENGER +1" +1" CODE: A17.1 2013 -0" -0' NO OF LANDINGS: 2 D NO OF OPENINGS: 2 D OPERATION: SIMPLEX MECH. POWER REQUIRED: 4.9KW(6.6HP) CONTROLLER DRIVE TYPE: KCM831 W/KDL16-25A MACHINE MOTOR TYPE: MX10/08G21-6 W/FAN HOISTWAY TOLERANCES EST WT MACHINE W/MOTOR: 820 LBS RATED MOTOR OUTPUT: 5.1KW 6.9HP - 6ORPM RATED CONTROLLER OUTPUT: 6.OKW 8.OHP z SLING: SFC-NA A Z EST. CAR WT.: 2324 LBS CWT GUIDE.TYPE: SLG7 r CAR GUIDE TYPE: SLG10A L CAR SAFETY: SGB08-TYPE B T CAR GOVERNOR TYPE: OL35 �1„ TT EST WT INCL 509 OV'BAL: 3575 LBS MIN z CWT SAFETY: NONE CWT FRAME TYPE: CWF10 MIDDLE WEIGHT WIDTH: 9 1/2" A FROM DOORS: SINGLE SPD - RIGHT SECTION A-A REAR DOORS: N/A INTERLOCKS: AMD c HOIST ROPES: (6)8mm c ROPING TYPE 2:1 CAR GOVERNOR ROPE: 6.Omm COMPENSATION: NONE CAR BUFFER TYPE: POLYURETHANE CAR BUFFER STROKE 2.5" CAR BUFFER QTY: 2 CWT BUFFER TYPE: POLYURETHANE CWT BUFFER STROKE: 2.5' CWT BUFFER QTY: 1 CAR GUIDE RAILS: 8 LB/FT APPROVED BY CWT GUIDE RAILS: 8 LB/FT ANNA MARIE MILANO 2017-02-17 ELECTRICAL APPROVAL SPACE MAXIMUM ALLOWABLE VOLTAGE VARIATION IS +/- 109 KONE CALC THE FOLLOWING FOR THIS ELEVATOR DUTY PROJECT: B NAMEPLATE AMPS: 28 FISHERS ISLAND CLUBHOUSE B MAX ACCEL AMPS: 38 LOCATION: 20449 EAST MAIN ROAD - FISHERS ISLAND NY PROTECTION DEVICE REQUIRED PRIOR TO INSTALLATION ENG/ARCH: MAX MOTOR BRANCH SHORT-CIRCUIT PROTECTION IS UL CLASS RK1 FUSE (AMP): 35 MARK P. FINLAY ARCHITECTS TRANS RATED VOLTAGE: 208, 3 PH, 60 HZ CONTRACTOR: C E FLOYD COMPANY INC SUPPLIED VOLTAGE: 208 N HEAT OUTPUTS ARE N T CONTROL/TRANS: 2.4KBTU/HR 0.70KW i MACHINE/MOTOR: 1.2KBTU/HR(O.35KW) u 010 6392606 42912738 TIEM NO. UNIT NO. EQUIPMENT NO. R E Y FLOOR, CAB & DOOR WEIGHTS s eon—oz-t7 AN FINAL IF THE ACTUAL CAB & FLOOR WEIGHT DEVIATES, THE EQUIPMENT MAY NEED TO BE REVISED N 2016-11-11 - ANN PRELIMINARY N s DATE NO BY CK DESCRIPTION EST CAB WEIGHT: 2237.0 LBS EST FINISH FLOOR WEIGHT: 3.0 LBS/FT-2 THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE EST FLOOR TOTAL WEIGHT: 87.0 LBS PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR A CAB & FLOOR WEIGHT: 2324 LBS DISSEMINATIONGNE WITHOUT THE H EXP ESS PERMISSION OF A MOVING MASS OF DOORS: 238 LBS m�A� GENERATED ON:02/17/17 BY:AMI REV UNITS:IMPERIAL ESB-15.2 A DRAWING DESCRIPTION SHEET M-6392806-10140 DATA 6 of 13 4 . 3 2 1 4 3 2 1 PURCHASER TO PROVIDE THE FOLLOWING IN ACCORDANCE WITH CODE REQUIREMENTS: NOTE ALL SITE PREPARATION THAT 5 REQUIRED TO BE N PLACE PRIOR TO KONE'S START MUST BE READY TWO(2)WEEKS PRIOR TO THE 27.PROVIDE ELEVATOR LANDINGS SUITABLY PREPARED TO ACCEPT ENTRANCE SILL INSTALLATION PER KONE FINAL LAYOUT DRAWINGS. START OF INSTALLATION. GROUTING TO BE DONE BY PURCHASER AFTER SILLS ARE INSTALLED.NOTE TRADITIONAL ANGLE OR CONCRETE SILL SUPPORT IS NOT REQUIRED. GENERAL 28.PROVIDE FINISHED-FLOOR HEIGHT MARKS VISIBLE FROM HOISTWAY OPENINGS AT ALL LANDINGS MINIMUM ONE WEEK PRIOR TO BEGINNING 1.PROVIDE SUFFICIENT ON-SITE REFUSE CONTAINERS FOR THE DISPOSAL OF THE EIDATOR PACKING MATERIAL.SHOULD SUffICIENT ENTRANCE INSTALLATION.PLACING FLOOR HEIGHT MARK ON HOISTWAY WALL S DESIRABLE COMPLETE'CONTRACTOR VERIFICATION FORM CONTAINERS NOT BE PROVIDED,TIE REMOVAL OF THE ELEVATOR PACKING MATERIAL SHALL BECOME THE RESPONSIBILITY OF OTHERS. OF SILL TO SILL HEIGHTS AND REMOTE MACHINE PIPING;CONSTR-07-0675. 2.PROVIDE FORKLIFT FOR KONVS EXCLUSIVE USE DURING THE UNLOADING OF THE ELEVATOR AT TIME CE DELNEIU. 29.FILE SERVICE ACCESS ELEVATORS PER CODE REQUIREMENT(BC 406.3.1)SHALL BE PROVIDED WITH HOISTWAY LKLTING PER CODE D 3.PROVIDE ANY CUTOUTS TO ACCOMMODATE THE ELEVATOR EQUIPMENT(SEE NOTES BELN. REQUIREMENT(BC 3007.6.2).THE HOISTWAY UGHDNG SHALL ILLUMINATE THE ENTIRE HEIGHT OF THE HOISTWAY AND SHALL BE D 4.PROVIDE AND INSTALL FINISHED ELEVATOR CAB FLOORING PRIOR TO BALANCING CABS(COORDINATE WITH KONG.CAB FLOORING/WEIGHT LOCATED SUCH THAT R DOES NOT INTERRETIE WITH THE OPERATION OF THE ELEVATOR OR REDUCE ANY CLEARANCES BELOW APPLICABLE ALLOWANCE SHALL BE IN ACCORDANCE WITH KONE'S APPROVED LAYOUTS.OWNER MUST PROVIDE CERTIFICATION(TO THE ELEVATOR CODE REQUIREMENTS.(APPLICABLE ONLY IN JURISDICNONS ENFORCING THE IBC BUILDING CODE) INSPECTOR AT TIME OF INSPECTION)THAT FIDONNG MEETS FLAME SPREAD AND SMOKE DENSTIY REQUIREMENTS.(ASME A17.1/CSA B44 30.FOR ELEVATORS INSTALLED IN JURISDICTIONS ENFORCING IBC 2012 AND LATER EDITIONS:ARE SERVICE ACCESS ELEVATORS REQUIRE SEC 2.14.2.1) 1 BOTH A NORMAL POWER SOURCE AND A TYPE 60/CLASS 2/LEVET.1 STANDBY POWER SOURCE FOR THE FOLLOWING:ELEVATOR EQUIPMENT, 5.PROVIDE PERMANENT EUEVATOR LOBBY LIGHTING,CEILING AND FLOORING PRIOR TO INSPECTION DATE ELEVATOR HOISTWAY LIGHTING,ELEVATOR MACHINE ROOM HVAC EQUIPMENT AND ELEVATOR CONTROLLER COOUNG EQUIPMENT(PER IBC 6.OWNER MUST PROVIDE CERTIFICATION(TO THE ELEVATOR INSPECTOR AT TIME OF INSPECTION THAT OWNER-SUPPUED ELEVATOR 406.3.1 AND 3007.9). INTERIOR FINISHES MEET FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS.(ASME A17.I/)CSA B44 SEC 2.14.2.1,ASME A17.1/CSA 31.PROVIDE SUITABLE UGHBWG FOR MACHINE SPACE WITH LIGHT SWITCH LOCATED N THE HOISTWAY ON THE STRIKE JAMB SIDE OF TOP B44 SEC 2.14.1.8,ASME Z97.1/CGSB 12.1 IN CANADA) LANDING DOOR WHERE PRACTICAL.ILLUMINATION TO BE EQUIVALENT TO 19 FOOT-CANDLES(200LX)AT MACHINE(ASME A17.1/CSA B44 7.PROVIDE CUTTING/CORING OF ALL OPENINGS AND PENETRATIONS REQUIRED TO INSTALL HALL PUSH BUTTONS,SIGNAL FIXTURES,WIRING SEC 2.1.9.1). DUCT AND PIPING,AND SLEEVES.SLEEVES WILL BE REQUIRED IN THE HOISTWAY WALL FOR TACH ELEVATOR 32.IF THE CONTROL SPACE S LOCATED REMOTE FROM THE ELEVATOR HOISIWAY TOP LANDING THE FOLLOWING MAY APPLY: 8.PROVIDE ANY REPAIRS SUCH AS GROUTING,PATCHING AND PANTING MADE NECESSARY BY SUCH CUTTING/CORING.PROVIDE FIRE A IF APPLICABLE,PROVIDE MACHINE SPACE ACCESS DOOR OF THE SIZE AND IN THE LOCATION SHOWN ON THE KONE FINAL LAYOUT CAULKING AROUND ALL FIXTURES AND AS NEEDED TO SATISFY NFPA 70 ARTICLE 300.21,OR ANY APPLICABLE LOCAL CODE. DRAWINGS.THE ACCESS DOOR SHALL BE SECURED AGAINST UNAUTHORIZED ACCESS. IT SHALL BE SELF-CLOSING,SELF-LOCKING AND 9.PLEASE NOTE THAT NONE OF THE ELEVATOR COMPONENTS ARE WEATHER-PRODF AND THAT THE ELEVATOR ENTRANCES DO NOT SEAL THE OPERAX.E FROM THE INSIDE WITHOUT A KEY. HOISTWAY FROM INIXDMENT WEATHER.THE ENTIRE ELEVATOR,HOSIWAY,AND CONTROLS MUST REMAIN PROTECTED FROM INCLEMENT B. PROVIDE SUITABLE LIGHTING IN OR ABOVE THE MACHINE SPACE ACCESS WITH LOW SWITCH LOCATED WITHIN 18'[457 MIM]OF STRIKE WEATHER PRIOR TO AND THROUGHOUT THE INSTALLATION. JAMB SIDE OF ACCESS SPACE DOOR WHERE PRCTICA.WHEN PERMITTED BY STATE AND LOCAL.CODE THE LIGHT SWITCH SHOULD ALSO CONTROL THE MINE SPACE LKNHDNG. SAFELY C. CONDUCTORS AND GABLES LOCATED OUTSIDE OF THE ELEVATOR HOSTW'AY,MACHINE SPACE AND CONTROL SPACE THAT PROVIDE NORMAL 10.PROVIDE ADEQUATE.ROIL-AIL.E ACCESS(CLEAR PATH WITHOUT OBSTRUCTIONS,WALLS,ETC.)INTO THE BUILDING FOR DELNERf OF OR STANDBY POWER,CAR UGHTING POWER,CAR VENTILATION POWER,CAR HEATING.POWER,CAR AIR CDNDITBNING POWER,OONTROL THE ELEVATOR MATERIAL CLEAN,SAF,SECURE AND DRY STORAGE IS FMRED ADJACENT TO THE HOISIWAY AT GRADE LEVEL WITH SIGNALS,COMMUNICATION WITH.7HE CAR AND FIRE/HEAT-DETECTING SYSTEMS CONTROL SIGNALS TO FIRE SERVICE ACCESS ELEVATORS, MINIMUM SPACE OF 20'X 20'[6M X 6M]PER ELEVATOR. SHALL EE PROTECTED BY CONSTRUCTION HAVING A FIRE-RESISTANCE RATING OF NOT LESS THAN 2 HOURS.(APPLICABLE ONLY N 11.PROVIDE FREE-STANDNG,REMOVABLE,OSHA-COMPUANT BARRICADES CAPABLE OF WITHSTANDING 200LB(890N)OF FORCE IN ALL JURISMONS ENFORCING THE IBC BUILDING CODE OR ANY APPLICABLE LOCAL CODER.) DIRECTIONS AROUND ALL.HOISTWAY OPENINGS PER OSHA 29 CFR 1926.502,AND/OR ANY APPLICABLE LOCAL CODE D. IN CASES WHERE A BATTERY LOWERING DEVICE IS PROVIDED,CONTROL CLOSET MAY NOT BE ADEQUATE PLEASE CONSULT KONE 12.PROVBE AND INSTALL RAL-COVERING ENTRY PROTECTKN AS PER LOCAL REQUIREMENTS AND MANUFACTURER'S REQUIREMENTS. REPR6BNTATIVE PROTECTION TO BE MADE OF NYLON MESH OR REINFORCED PLASTIC,AT ALL HOISTWAY OPENINGS TO PREVENT MATERIALS OR TOOLING 33.PROVIDE AND INSTALL C;FCI-TYPE RECEPTACLE LOCATED AT MACHINE N THE TOP OF THE HOISTWAY OR IN MkNNE ROOM AS D FROM FALLING INTO THE ELEVATOR SHAFT DURING INSTALLATION PER FEDERAL OSHA REQUIREMENTS USIED N 29 CFR 1926.502(J). APPIJCAIA.E(NAPA 70 ARTICLE 620.85 OR CED ARTICLE 38.85 WHICHEVER S APPUCABLE). IN CANADA,WHERE REWIRED BY PROVINCIAL RECULATXK ENCLDSE THE FRONT OF THE HO WAY WITH REMOVABLE HOARDING OR 34.PROVIDE AND INSTAL LIGHT SWITCH LOCATED AT MANUAL WM RELEASE LOCATION:MAY ALSO BE REQUIRED IN CONTROL SPACE PER SCREENING TO PREVENT MATO&FROM ENTERING THE HDISTWAY,DESIGN AND INSTALL ENTRANCE PROTECTION IN SUCH A WAY AS TO LOCAL JURISDICTION. ALLOW QUICK ACCESSIBILITY IN AND OUT OF THE HOISTWAY. 35.WHERE A SINGLE ELEVATOR S INSTALLED IN A HDISIWAY AND A PORTION OF THE TRAVEL.EXTENDS HIGHER THAT 11M(36 FL) 13.PROVIDE TWO(2)LIFELINE ATTACHMENTS AT THE TOP,FRONT OF THE HOISTWAY.EACH MUST BE CAPABLE OF WIMANDING A 5000 LB BETWEEN ENTRANCES(SINGLE BLIND HOISTWAY),EMERGENCY DOOR(S)MUST OU PROVIDED.EMERGENCY DOORS AND THBR ELECTRICAL, [2250 KG]LOAD PER OSHA 29 CFR 1926.502,OR ANY APPLICABLE LOCAL CODE FOR MACHINE-ROOM-LESS APPLICATIONS,PROVIDE CONTACTS SHAT COMELY WITH THE CURRENT ASME A17.1/CSA-B44 CODE EDITION IN EFFECT AT THE TIME OF INSTALLATION AND/OR ANY ATTACHMENTS AS DESCRIBED ABOVE,OR INSTALL KONE-PROVIDED 5'X 5'X 3/8'(127MM X 127MM X 9.6MM)TUBE STEEL LFEUNE APPLICABLE LOCAL.CODE ASME A17.1/CSA-B44 SECTION 2.11.1.2 COVERS'EMERGENCY DOORS IN BLIND HOISTWAYS'AND SECTION BEAM IN THE ELEVATOR HO WAY OVERHEAD`10 INCHES(254 MM)FROM FRONT OF HDISTWAY TO CENTER UNE,WITH BOTTOM OF 2.262 COVERS 11ECTRM PROTECTIVE DEVICES'.EACH EMERGENCY DOOR MUST BE PROVIDED WITH AN ELECTRICAL CONTACT WITH UFEUNE BEAM AT SAME ELEVATION AS BOTTOM OF HOISTING I-BEAM.LIFELINE TUBE STEEL SUPPUED BY KONE BY REQUEST AT NO MINIMUM UL/CSA NEAR A300 RATING SUITABLE FOR USE INA 230VAC®3 AMP CIRCUIT.CONSULT KONE REPRESENTATIVE IF THERE ARE ADDITIONAL COST.ENGINEERING DETAILS,ATTACHMENT DETAILS AND/OR MODIFICATIONS,OR ANY BEAM(S)ALTERATIONS IN THE FIELD ANY QUESTIONS CONCERNING THE CODE REQUIREMENTS. FOR INSTALLATION IS BY OTHERS. 14.PROVIDE PROPER LIGHTING IN ALL WORK AREAS AND STAIRWAYS,INCLUDING ACCESS TO ALL FLOORS AND MACHINE ROOMS PER OSHA PIT APPROVED 0Y 29.CFR1926.1052 OR ANY APPLICABLE LOCAL CODE 36.PROVIDE A LEGAL,DRY AND CLEAN PIT WITH LEVEL PIT FLOOR,.BUILT PER KONE FINAL LAYOUT DRAWINGS.PIT SHAT.BE REINFORCED 15.PROVIDE AND MAINTAIN 6400T(1800 MM)CLEAR WORK AREA IN FRONT OF ALL ENTRANCE OPENINGS PER OSHA 29.CFR1925.502 OR MY TO SUSTAIN VERTICAL FORCES W7AILED ON KONE FINAL LAYOUT DRAWINGS(VERTICAL FORCES DETAILED ARE TWO TIMES THE STATIC APPLNABLE LOCAL(XIII 37.SUMPS AD/OR SUMP PUMPS(WHERE PERMITTED)LOCATED WITHIN THE PIT MAY NOT INTERFERE WITH THE ELEVATOR EQUIPMENT.SUMPS ANNA MARIE MILANO HOISTWAY TO BE COVERED WITH FLUSH MOUNTED,NON-COMBUSTIBLE COVER CAPABLE OF WITHSTANDING 150 LBS PER SHARE FOOT(7 KPA).THE 2017-02-17 16.PROVIDE A CLEAR AND PLUMB HOISTWAY OF SIZE SHOWN ON APPROVED KONE FINAL LAYOUT DRAWINGS.ANY VARIATIONS FROM THE SUMP PUMP/DRAIN MUST,AT MINIMUM,REMOVE 3,000 CAL/H(11.4 M3/H)PER ELEVATOR DETAILED DIMENSIONS MAY NOT EXCEED 2'(50 MM]GREATER AND MAY NOT BE LESS THAN THE CLEAR DIMENSIONS DETAILED. 38.PROVIDE A PIT LIGHT F0OI8RE WITH SWITCH AND GUARDS WITH AN ILLUMINATION LEVEL EQUAL TO OR GREATER THAN THAT REWIRED (TOLERANCE.4+2'[-0 MM+50 MM]). BY ASME A17.1/CSA B44 2000,OR APPLICABLE VERSION.RECOMMENDED1D PROVIDE MINIMUM 4-FOOT DC RU TLEE FLUORESCENT APPROVAL SPACE 17.PROVIDE HOISTWAY VENTLATICNH PER CODE REQUIREMENTS(EG.,IBC SEC 3004.1).FOR PROPER EQUIPMENT OPERATION,THE MACHINE FIXTURE,WITH SUITABLE GUARD AND MOUNTED TO REAR WALL OF PIT PER KONE INSTALLATION CTAII`XS DIRECTION. SPACE IN MACHINE ROOM OR AT THE TOP OF HOISTWAY MIST MAINTAIN A TEMPERATURE BEIIO 41'F[5'C]AND 104-F(40-C]. 39.PROVIDE A DEDICATED PB CIRCUIT WITH C FCI-PROTECTED 15 OR 20-AMP 120V AC DUPLEX OUTLE.LOCATION TO BE COORDINATED PROJECT: M1ANIMUM ALLOWED HUMIDITY IS 95%NON-CONDENSING. WITH THE KONE PROJECT TEAM USING THE KONE FINAL APPROVE LAYOUT DRAWINGS(NFPA 70 ARTICLE 620.8508;CEC ARTICLE 38.85 FISHERS ISLAND CLUBHOUSE B 18.PROVIDE ANY PARTITIONS BETWEEN COMMON HOISTWAYS IF APPLICABLE WHICHEVER S.APPLICABHO. B 19.IN CASES WHERE MULTIPLE ELEVATORS ARE IN A COMMON HOISTWAY,AND THE COUNTERWEIGHTS ARE LOCATED BETWEEN EUNATORS,THE 40.PROVIDE NON-C FCH-PROTECTED SME RECEPTACLE FOR SUMP PUMPS(NFPA 70 ARTICLE 620.85,NFPA 70 ARTICLE 620.85 OR CEC LOCATION: ENTIRE LENGTH OF COUNTERWEIGHT RUNWAY MUST BE GUARDED.THE GUARD SHALL EXTEND AT LEAST 6 INCHES(150MM)HORIZONTALLY ARTICLE 38.85 WHICHEVER IS APPLICABLE). 20449 EAST MAIN ROAD - FISHERS ISLAND NY BEYOND EACH COUNTERWEIGHT RAIL THE GUARD SHALL BE MADE FROM WIRE-MESH MATERIAL EQUAL TO OR STRONGER THAN.048-NCH 41.PIT LADDER TO BE CONSTRUCTED OF NON-COMIWIBLE MATERAL EXTENDING FROM PIT FLOOR TO 48'[1200 MM]ABOVE THE SILL OF ENG/ARCH: DIAMETER W1RE WITH OPENINGS NOT EXCEEDING 1/2 INCH(13 MM),SECURELY FASTENED TO KEEP THE GUARD TAUT AND PLUMB.(ASME THE ACCESS LANDING.PIT LADDER S SUPPLIED BY KONE WITH ECOSPACE UNITS;PROVIDED BY PURCHASER ON OTHER KONE PRODUCTS MARK P. FlNLAY ARCHITECTS A17.1/CSA B44:63141.7.GENERAL REQUIREMENTS.) UNLESS OTHERWISE NOTED ON THE LAYOUT DRAWING.LOCATE PER KONE FINAL LAYOUT DRAWINGS.COORDINATE LADDER SONG AND 20.ON APPLICATIONS WHERE WORKING PLATFORMS ARE REWIRED,WORKING PLATFORMS PROVIDED SHALL COMPLY WITH THE REQUIREMENTS OF LOCATION WITH KONE REPRRESEMTATNE TO ASSURE PROPER FB IN HOISTWAY. CONTRACTOR: THE CURRENT ASME A17.1 /CSA-044 CODE EDITION IN EFFECT AT THE TIME GE INSTALLATION AND/OR ANY APPUCAE0.E LOCAL CODE C E FLOYD COMPANY INC 21.PROVIDE ADEQUATE SUPPORT FOR GUIDE RAIL BRACKETS FROM PIT FLOOR TO THE TOP OF THE HOISTWAY.LOCATE RAL BACKING PER KONE FINAL APPROVED LAYOUT DRAWINGS.WHEN MAXIMUM BRACKET SPAN S EXCEEDED,ADDITIONAL SUPPORT SHALL BE PROVIDED AT u PURCHASER'S EXPENSE ANY BRACKET MOUNTING SURFACE THAT S NOT IN UNE WITH THE CLEAR HOSIWAY DIMENSION DETAILED ON THE T APPROVED KONE FINAL LAYOUT DRAWINGS MAY NEED TO BE CORRECTED TO MEET THE PROPER DIMENSK)N AT PURCHASER'S EXPENSE. 22 IF GLADE RAL BRACKETS ARE TO ATTACH TO STEEL,ENSURE ALL BRACKETS ARE INSTALLED PRIOR TO APPLYING FIREPROOFING TO THE A STEIL OTHERWISE,REMOVAL AND REAPPLICATION OF FIREPROOFING WILL BE AT PLKHASER'S EXPENSE u 010 6392806 42912738 EDGES 23.ALL OFFSETS,LOR PROJECTIONS WITHIN THE HOISTWAY SHALL.BE ADDRESSED IN ACCORDANCE WITH APPLICABLE LOCAL CODE DOM NO. UNIT NO. EQUIPMENT NO. ALL OFFSETS,LEDGES OR PRDJECTIONS WITHIN THE HOSIWAY(TREATER THAN 4 INCHES(TOOMM)MUST BE TAPERED TO NOT LESS THAN e 75 DECREES(ASME A17.1/CSA 044 SEC 21.6.2).MAXIMUM LEDGE OR PROJECTION S 2 INCHES(50MM)IN CALIFORNIA AND DISTRICT OF COLUMBIA. sF200117-02-17 A ANN FINAL 24.IF CONCRETE BLOCK WW l (ONSIRULTIDN,REFER TO THE APPR(NED KINE FINIAL APPROVED LAYOUT DRAWINGS FOR PROPER INSTA1Al10N 6-11-11A!N PRELIMINARY OF RAL BRACKET ATTACHMENTS.INSERTS PROVIDED BY KONE UNLESS OTHERWISE NOTED ON THE APPROVED KONE FINAL APPROVED LAYOUT xDRAWNGS.INSERT TYPE MUST BE APPROVED BY KONE.CONCRETE MASONRY UNITS,MORTAR AND(LOUT,%AU.CONFORM TO IBC 2000 OR sDATE I BY CK DESCRIPTION ANY APPUCABLE LOCAL CODE CONCRETE MASONRY UNITS SHALL L HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1500 PSI(10.5 MPA). THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE MORTAR AND CM SHAD.WAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI(13.8 MPA). PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR 25.KONE ENTRANCE JAMBS ARE NON-FERROUS AND MATERIAL MAY NOT BE ATTACHED TO THEM (LE ARE DOORS/CURTAINS). DISSEMINATION WITHOUT THE EXPRESS PERMISSION OF A 26.ARRANGE_FOR ENTRANCE WALLS TO BE CONSTRUCTED AT THE TIME DOORFRAMES AND SOLS ARE INSTALLED TO FACILITATE TIMELY KONE INC. IS STRICTLY PROHIBITED. A NSTALlATION OF HAIL FIXTURE FACEPLATES.ENTRE FRONT WALL MUST BE LEFT OPEN AT TOP AND BOTTOM LANDINGS UNTIL ELEVATOR EQUIPMENT S INSTALLED.INTERMEDIATE LANDINGS MUST LUNE ROUGH OPENINGS OF THE SIZE AND LOCATION SHOWN ON KONE FINAL ®�� APPROVED LAYOUT DRAWINGS TO ALLOW INSTAIIATION OF ENTRANCES.ALL ENTRANCE OPENINGS MUST BE"NED VERTICALLY.ADEQUATE SUPPORT FOR ENTRANCE ATTACHMENT POINTS SHALL BE PROVIDED AT ALL MUM.ANY MARBLE,STONE OR SIMILAR WALL MATERIAL • MUST BE PREPARED AFTER THE ENTRANCE FRAMES ARE INSTALLED. PROVIDE CORRIDOR UNES FOR ANY MARBLE OR'SPECIAL FINISH' WAS, GENERATED ON:02/17/17 BY:AMI REV NOTE IF CONCRETE BLOCK W41.CONSTRUCTION-TO PREVENT OVERLOADING ENTRANCE FRAMES,TOP OF ENTRANCES SHOULD NOT RECEIVEA UNETS:IMPERUIL. ESB-15.2 MORE THAN ONE ROW OF BLOCK.A UNTIL MUST BE INSTALLED TO SUPPORT ADDITIONAL ROWS OF BLOCK DRAWING DESCRIPTION SHEET M-6392806-10140 CONTRACT 7 of 13 4 3 2 1 4 3 2 1 PURCHASER TO PROVIDE THE FOLLOWING IN ACCORDANCE WITH CODE REQUIREMENTS: NOTE ALL SITE PREPARATION THAT 6 REQUIRED TO DE N PLACE PRIOR TO KONE'S START MUST BE READY TWO (2)WEEKS PRIOR TO THE START OF INSTALLATION. INTEGRATED CONTROL SOLUTION(ICS) 70.PROVIDE A COMPLETELY OPEN FRONT WALL AT TOP LANDING WITH ACCESS AS INDICATED ON THE KONE FINAL LAYOUT DRAWINGS.MUST ELECTRICAL HAVE ADEQUATE TEMPORARY DR PERMANENT LIGHTING FOR INSTALLATION PURPOSES.NOTE THE LOBBY SIDE OF THE ICS CONTROL 42 US APPLKATKNS-PURCHASER PROVIDES IN ACCORDANCE WITH NATIONAL ELECTRICAL CODE,NFPA 70(NEC)ARTICLE 620 OR ANY CABINET MUST BE FACED WITH-2 LAYERS OF DRY WALL TO COMPLY WITH UL CERTIFICATION,REGARDLESS OF FRONT TOP FALD FOR APPLICABLE LOCAL CODE DETAILS AND WALL TYPE.AND MINIMUM DIMENSIONS. 43.CANADIAN APPLICATIONS-PURCHASER PROVIDES IN ACCORDANCE WITH CANADIAN ELECTRICAL CODE,C221 SECTION 38 OR ANY 71.PROVIDE ENVIRONMENT FOR PROPER EQUIPMENT OPM11 N DURING INSTALLATION AND AFTER ACCEPTANCE,THE TEMPERATURE AT THE D APPLICABLE LOCAL CODE. TOP FLOOR ELEVATOR LOBBY MUST MAINTAIN BETWEEN 41'F[5'C]AND 104' F[40 C].MAXIMUM ALLOWED HUMIDITY IS 95% D 44.PROVIDE FOR ALL aECTRICAL BRANCH CIRCUITS/DISCONNECTS TO BE LABELED(NFPA 70 ARTICLE 62054/620.53/620.51D,CEC NON-CONDENSING. ARTICLES 38.54/38.53/36.51D). 72.PROVIDE SAFE AND CONVENIENT ROLLA TLE ACCESS TO TOP FLOOR ELEVATOR LOBBY AREA. (ASME A17.1/CSA B44 SEC 2.8.1,ASME 45.PROVIDE 480/208 VAC(USA)OR 575/208 VAC(CANADA)THREE-PHASE PERMANENT POWER,INCLUDING PIPING,WIRING AND FUSED A17.1/CSA B44 SEC 27.3) DISCONNECT,TO CONTROLLER LOCATION TO FACILITATE ELEVATOR INSTALLATION PRIOR TO START OF PROJECT. 73.PROVIDE ALL APPLICABLE SLEEVES,OR PENETRATIONS,LOCATED PER KS PANEL PLAN NEW ON THE KONE FINAL.APPROVED LAYOUT 46.PROVIDE 220 VAC SINGLE-PHASE TEMP.POWER AND 115 VAC SINGLE-PHASE TEMP.POWER.OF PERMANENT CHARACTERISTICS AT EACH DRAWINGS. ELEVATOR LANDING FOR LIGHTING AND INSTALLATION METHOD TOOLS.LOCATE CONNECTION POINTS AT ELEVATOR HOISTWAY.CONSULT 74.PROVIDE A CLEAN AND DRY ELEVATOR LOBBY AT TOP LANDING. YOUR KONE REPRESENTATIVE FOR CONFIRMATION OF LOCA10 AND TYPE OF TEMPORARY POWER. 75.IF APPLICABLE,PROVIDE AN ACCESS DOOR OF SIZE AND LOCATION SHOWN ON THE KONE FINAL LAYOUT DRAWINGS THE ACCESS DOOR 47.WHEN GENERATOR S USED TO PROVIDE 3-PHASE 480/208 VAC(LISA)OR 575/208 VAC(CANADA)POWER FOR INSTALLATION,PURCHASER SHALL LE SECURED AGAINST UNAUTHORIZED ACCESS.R SHAU.BE SELF-CLOSING,SELF-LOCKING AND OPERABLE FROM THE INSIDE TO ACCEPT CHANGE NOTICE FOR ADDITIONAL COSTS,ESTIMATED LOCALLY BY NSTALUNG OFFICE,TO COVER INEFFICIENCIES AND ANY WITHOUT A KEY(IF SEISMIC CONDITIONS EXIST) WAGES RESULTING FROM INSTALLING WITHOUT PERMANENT POWER PRESENT. 76.PROVIDE SUITABLE LIGHTING FOR KS PANEL AREA WITH LIGHT SWITCH LOCATED WITHIN 18'[457 MM]OF ELEVATOR ENTRANCE DOOR NOTE OUR ELEVATOR MFTROUFRS REQUIRE WYE CONFIGURATION TRANSFORMERS.IT IS MSO THE RESPONSIBILITY OF THE PURCHASER TO WHERE PRACTICAL WHEN PERMITTED BY STATE AND LOCAL CODE THE LIGHT SWITCH SHOULD ALSO CONTROL THE MACHINE SPACE LIGHTING. PROVIDE CONSISTENT THREE-PWS VOLTAGES BALANCED WITHIN+/-10%WHEN MEASURED PHASE-TO-PHASE AND+/-COX WHEN MEASURED 77.PROVIDE DEDICATED CFCI-PROTECTED 120VAC 20-W DUPLEX(15 AMP IN CANADA)OUTLET NEXT TO EACH KS PANEL CONTROL CABINET PHASE TO-GROUND. LOCATED AS SHOWN ON LAYOUTS. 48.PROVIDE A DEDICATED 115VAC,20 AMP CIRCUIT N THE FIRE COMMAND ROOM PIPED AND WIRED TO THE LOBBY PANEL WHERE 78.PROVIDE 480/208 VAC(USA)OR 575/208 VAC(CANADA)THREE-PHASE PERMANENT POWER,INCLUDING PIPING,WIRING AND FUSED APPLICABLE DISCONNECT,TO NON-FUSED DISCONNECT LOCATED IN HOISTWAY AT TOP LANDING TO FACILITATE ELEVATOR INSTALLATION PRIOR TO 49.PROVIDE TWO(2)DEDICATED 15 AMP 120V AC FUSED SERVICE WITH GROUND(SUPPLIED THROUGH AUTOMATIC EMERGENCY LIGHTING START OF PROJECT. SUPPLY E AVAILABLE IN BUILDING)CONNECTED TO EACH ELEVATOR SIGNAL CONTROL CABINET;ONE FOR CAR LIGHTING,AND ONE FOR 79.PROVIDE A SINGLE MEANS OF DISCONNECTING ALL UNGROUNDED MAN POWER CONDUCTORS FOR EACH ELEVATOR BY AN ENCLOSED, SOW COMMUNICATIONS DEVICE MUST INCLUDE THE MEANS TO DISCONNECT THIS SERVICE AND LOCK-OFF N THE'OPEN'POSITION EXTERNALLY OPERABLE,FUSED MOTOR CIRCUS SWITCH OR CIRCUIT BREAKER.MUST BE LOCKABLE IN THE OPEN POSITION.THIS (NEPA 70 ARTICLE 62022 AND 62053 OR CEC ARTICLE 3822 AND 38.53). DISCONNECTING MEANS SHALL DISCONNECT THE NORMAL POWER SERVICE AS WELL AS EMERGENCY POWER SERVICE,WHEN PROVIDED.NOTE 50.PROVIDE SEPARATE 115 VAC 15 MEP BRANCH CIRCUIT FOR KGC(KONE GROUP CONTROL),WHEN SPECIFIED,POWERED BY BUILDING 1:IF A CIRCUIT BREAKER S TO SE PROVIDED IN LEU OF FUSEIRONS,AN ADJUSTABLE DME-DELAY STYLE S RECOMMENDED.NOTE 2: EMERGENCY POWER SYSTEM,WHEN APPLICABLE. F A BA111RY-POWERED RESCUE DEVICE IS REQUIRED,THE ABOVE-MENTIONED DISCONNECT MUST HAVE AN AUXILIARY CONTACT MONITORED 51.PROVIDE SEPARATE 115 VAC 15 AMP BRANCH CIRCUIT FOR POLARIS(DESTINATION CONTROL.SYSTEM)SHAFT POWER WHEN SPECIFIED, BY ELEVATOR CONTROLLER THAT S POSITIVELY OPENED MECHANICALLY AND IS NORMALLY CLOSED(NC)WHEN THE MAN POWER S IN THE POWERED BY BUILDING EMERGENCY POWER SYSTEM,WHEN APPLICABLE ON POSITION.AND S NORMALLY OPEN(NKA)WHEN POWER IS IN THE OFF POSITION.NOTE 3:IF A BATTERY-POWERED RESCUE-DEVICE IS REQUIRED AND A SEPARATE SHUNT TRIP BLtFAKER WHICH S SUBJECT TO EITHER THE HOSMAY OR CONTROL SPACE SPRINKLER SYSTEM S c CONTROL SPACE/MACHINE ROOM PROVIDED,THE SHUNT TRIP BREAKER MUST HAVE AN AUXRNRY CONTACT THAT S PDMIVELY OPENED MECHANICALLY AND S NC WHEN 52 PROVIDE A LEGAL CONTROL SPACE/MACHINE ROOM YATIR ACCESS AS INDICATED ON THE KONE FINAL LAYOUT DRAWINGS.TO kCLUO THE MUNI POWER S N THE ON POSITION TEMPORARY OR PERMANENT DOOR THAT CAN DE LOCKED FROM OUTSIDE PERMUNINf DOOR MUST BE SELF-CLOSING,SELF-LOCK ,AND 80.PROVIDE ADIRECT-IN-DW (DID)ANALOG PHONE UNE ACTIVATED AT UAST ONE WEE](PRIOR TO INSPECTION,TERMINATED AT THE WIRE A KEY TO OPEN FROM OUTSIDE MUST HAVE ADEQUATE TEMPORARY OR PERMANENT LIGHTING FOR INSTALLATION PU FOR TDP LANDING ICS LOCATION.GC10WNER MAY ELECT TO HAVE A SEPARATE ANALOG UNE INSTALLED(ONE PER ELEVATOR),OR GC/OWNER PER EQUIPMENT OPERATION,THE 11]AFI7RANRE N THE CONTROL SPACE MUST MAINTAIN BETWEEN 41'F[5 CJ AND 104' [40 C]. MAY ELECT 1D PROVIDE DID,LINES FROM AN ANALOG STATION CARD IN THE BUILDING'S PBX SYSTEM.IF GC/OWNER PROVIDES A DIRECT MAXI' MEOWED HUMIDITY S 95%NON-CONDENSING. DAL ANALOG PHONE UNE OR LINES OFF AN EX6ITNC PBX F1KNE SYSTEM,A BACKUP POWER SOURCE MUST MSO DE PftOVIDFD.ALL 53. SAFE AND CONVENIENT ACCESS TO CONTROL SPACE/MACHINE RCON RNCWDING PROVISIONS FOR NECESSARY NG FOR PHONE AND ASSOCIATED EQUIPMENT FROADED BY GC/OWNER SHALL BE IN COMPLIANCE WITH THE REQUIREMBNIS OF ASML A17.1/CSA ACCESS P (ASML A17.1/CSA 844 SEC 28.1,ASML A17.1/CSA 644 SEC 2.73) B44,LOCAL CODES AND APPLICABLE TAW,AS AMENDED. 54.IF CONTROL ACE 6 ADJACENT TO THE H06TWAY,PROVIDE ALL AT'PUCABLE SUJVYES,OR PENETRATIONS,LOCA CONTROL 81.PROVIDE ALL ARE ALARM INITIATING SIGNALS AS REQUIRED BY ALL NAl10HIL,STATE AND LOCAL CODES FOR 11IREBMADON AT THE SPACE PLAN M ON THE KONE FINAL LAYOUT DRAWINGS. PRIMARY ELEVATOR ICS PANEL IN EACH GROUP. 55.PROVIDE A CLEAN D DRY ELEVATOR MACHINE ROOM. 82.PROVIDE EMERGENCE'POWER TRANSFER SWITCH AND POWER CHANGE PENDING SIGNALS AS REQUIRED-2 NORMALLY OPEN DRY CONTACTS 56.IF APPUCUB P A GOVERNOR ACCESS DOOR OF SIZE AND LOCATION SHOWN ON THE KONE FINAL OUT DRAWINGS.THE ACCESS FROM TRANSFER SWATCH TO PRIM ELEVATOR ICS PANEL(2 PAILS PLUS GROUND WIRE). 1 CONTACT CLOSES TO SIGNAL EMERGENCY APPROVED BY DOOR SHALL BE SECUR AGAINST UNAUTHORIZED ACCESS.IT SHALL BE SELF-MOSNG,SELF-LOCKING D OPERABLE FROM THE INSIDE POWER S PRESENT, 1 CONTACT CLOSES TO GIVE 30 SECOND PRE-SIGNAL PRIOR TO TRANSFER SWITCH CTIA CE WITHOUT A KEY. 83.FURNISH AND INSTALL SMOKE DEFECTORS AND ARE OPERATION PER ASME A17.1/CSA 844 SEC 227.3.2,NFPA 72;ONE FOR LOBBY 57.PROVIDE SUITABLE LIGHTING W CONTROL SPACE WITH UGIT SWITCH LOCATED WFTHIN 18 [457 MJR OF STRIKE JAMB SDE OF DEFECTOR,MACHINE ROOM DETECTOR,HOISTWAY DETECTOR,AND ONE FOR ALL GROUPED NDN-LOBBY DETECTORS ARE REQUIRED.PROVIDE CONTROL SPACE DOOR WHERE PRiCTICAL WHEN PERMITTED BY STATE AND LOCAL CODE THE LK; SWITCH SHOULD ALSO CONTROL THE NORMALLY-CLOSED DRY COMACIS,WITH WRING,TO PRIMARY ELEVATOR ICS PANEL FOR EACH GROUP LISTED ABOVE. ANNA MARIE MILANO MACHNE SPACE LIGHTING IF CO SPACE S ADJACENT TO THE HOISTWAY AT THE TOP LAN G. 84.PROVIDE AND INSTALL SMOKE DEFECTOR IN HOSIWAY AS REWIRED PER LOCAL.CODES,AND IN ALL ELEVATOR LOBBIES. 2017-02-17 58.PROVIDE DEDICATED GFCI-PROTECTED 20V CC 20-AfP DU'IR(15 AMP IN CANADA) NEXT TO EACH SIGNAL CONTROL CABINET. 85.PROVIDE HEAT DETECTORS AND'SHUNT-TRIP OPERATION'WHEN SPRINnERS ARE TO BE PROVIDED IN TOP FLOOR ELEVATOR LOBBY OR 59.KONE KIM FORM SHALL BE FULLY EX AND RETURNED TO KONE ONE(1)WEEK OR TO INSPECTION. HOSTWAY,(ASME A17.1 SEC 28.212,NAPA 13 SEC 4-135,ASME A17.1 SEC 282.3.1,ASME A17.1 SEC 28.3.2,NFPA 72). 60.PROVIDE A SINGLE MOMS.OF OSCONNE ALL UNGROUNDED:AAI POWER CONIXIC FOR EACH ELEVATOR BY AN ENCLOSE% 86.NON-ELEVATOR RELATED PIPING AND EQUIPMENT S PROHIBITED IN HOISTWAY(ASME A17.1/CSA B44 SEC 28.1,ASME A17.1/CSA B44 APPROVAL SPACE EXTERNALLY OPERABLE,FUSED MOTOR G OR CIRCUIBLiFAKQR MUST LOCKABLE IN THE OPEN PORTION.THIS SEC 2.82). DISCONNECTING MEANS SHALL DISCONNECT THE POWER RVICE AS EMERGENCY POWER SERVICE;WHEN PROVIDED. PROJECT: NOTE 1:K=A CIRCUIT BREAKER S TO BE PROVIDED EU OF IUSEIRONS,AN ABLE DME-DELAY STYLE S RECOMMENDED. ACCESS INTEGRAIKIN/SECURITY(WHEN SPECIFIED IN OUR SID PROPOSAL) FISHERS ISLAND CLUBHOUSE g NOTE 2 F A BATIERY-POWERED TESCUE DEVICE S REQ i THE ABOVE-M ONED DISCONNECT MUST HAVE AN AUIGUA RY CONTACT 87.OUR PROPOSAL NOLUDES KONE LOGIC AND PROVISIONS FOR THE SPECIFIED TOUCHSCREEN(S),KEYPAD DESTINATION OPERATING B MONITORED BY ELEVATOR CONTROLLER 1CAT S PMffM ' OPENED MECHANCALLY AND S NDRMMIY CLOSED(NC)WHEN THE MAIN POWER PANEL(S),MONITORING SYSTEM(S)AND MULTI-MEDIA EQUIPMENT. LOCATION: S IN THE ON POSITION.AND IS NM OPEN(NO)WH POWER N THE OFF POSITION. 88 CARD READERS AND/OR ANY ADDITIONAL REQUIRED HARDWARE&SOFTWARE FINN PROPER FUHIIlTY OF ACCESS CONTROL/SECUftHY 20449 EAST MAIN ROAD - FISHERS ISLAND NY NOTE 3:F A BATTERY-POW90 RESCUE DEVICE IS REQUIRED A ABATE SHUNT TRIP BREAKER WHICH S SUBJECT TO EITHER THE SYSTEN(S)SHALL SE FURNISHED AND INSTALLED BY OTHERS. ENG/ARCH: HOISTWAY OR CONTROL SPACE SPRINKLER SYSTEM 6 PROVIDED, SHUNT TRIP BREAKER MUST HAVE AN AUXILIARY CONTACT THAT 6 89.AMY REQUIRED INTERFACE SOFTWARE TO ENSURE PROPER COMMUNICATION BETWEEN KONE CONTROL SYSTEMS)AND BUILDING SYSTELL(S) MARK P. FINERY ARCHITECTS POSITIVELY OPENED MECHANICALLY AND S NC WHEN THE MAIN S IN THE ON POSITION. NOTE SHUNT TRIP NOT ALLOWED IN SHALL BE THE RESPONSIBILITY OF OTHERS CANADA AND SOME US JURISDICTIONS. K A DESIGNATED 115V 15A CIRCUIT 6 REQUIRED AT EACH OF THE REMOTE MONITORING STATIONS CONTRACTOR: 61.PROVIDE A DIRECT-IN-DIAL(DID)ANALOG PHONE UNE, AlID AT ONE WEEK PRIOR TO INSPECTION,TERMINATED AT THE 91.KONE RECOMMENDS A MINIMUM 100 MBR/S ETHERNET FOR EACH OF THE FOLLOWING APPLICA11ON(S):INTEGRATED 1DUCHSCRETBJ/KEYPAD C E FLOYD COMPANY INC APPROPRIATE PHONE JACKS IN THE ELEVATOR MACHINE M.CC/OWNER 'Y ELECT TO HAVE A SEPARATE ANALOG LINE N940(ONE DESTINATION OPERATING PANELS,MONITORING SYSTEM,MULTI-MEDA EQUIPMENT,AND CARD. PER ELEVATOR),OR GC/OWNER MAY ELECT TO P E DID UNES FROM AN STATION CARD N THE BUILDING'S PBX SYSTEM.IF u GC/OWNER PROVIDES A DIRECT-IN-DIAL ANALOG E LINE OR LINES OFF AN NG PBX PHONE SYSTEM,A BACKUP POWER SOURCE MUST ALSO BE PROVIDED.ALL PHONE AND TED EQUIPMENT PROVIDED BY OWNER SHALL BE IN COMPLIANCE WITH THE T REQUIREMENTS OF ASME A17.1/CSA B44, CODES AND App LN'ABLE LAW,AS 62 PROVIDE ALL FIRE ALARM[NOTING SI AS REQUIRED BY ALL NATIONAL,STATE AND CODES FOR TO MIM10 AT THEF 010 6392806 42912738 PRIMARY ELEVATOR SIGNAL CONTROL EE IN EACH GROUP. ° ITEM NO. UNIT NO. EQUIPMENT NO. 63.PROVIDE INERGENCY PORTER SWITCH AND POWER CHANGE PENDING SUM AS RE ;2 NORMALLY OPEN DRY CONTACTS R FROM TRANSFER SWITCH TO C (2 PAIRS PLUS(AROUND WIRE).ONE CONTACT CLOSES SIGNAL EMERMCf POWER S PRESENT, E v THE OTHER CONTACT CLOSEST CINE 30 SECOND PRE-SIGNAL PRIOR TO TRANSFER SWITCH MG MINATION OF THESE WIRES S AT s 2017-02-17 A MRN FINAL THE PRIMARY ELEVATOR SG CONTROL CABINET IN EACH GROUP(2 PAIRS PLUS GROUND WIRE) i 64.FURNISH AND INSTALL DETECTORS AND FIRE OPERATION PER ASME A17.1/CSA B44 SEC 227.32, NAPA 72;ONE FOR LOBBY x 2016-11-11 - ANN PRELIMINARY DETECTOR,MACHINE DETECTOR,HOISTWAY DETECTOR(HOISTWAY DEFECTOR REQUIREMENT DETERMINED LOCAL CODE) AND ONE S DATE NO BY CK DESCRIPTION FOR ALL GROUPED LOBBY DETECTORS ARE REQUIRED.PROVIDE NORMNIY-CLOSED DRY CONTACTS,WITH W}i TO CONTROLLER FOR THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE _ EACH GROUP ABOVE PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR 65.PROVIDE AND I ALL SMOKE DETECTOR IN HOISTWAY AS REOURED PER LOCAL.CODES,AND IN ALL ELEVATOR L0EIBI MACHINE ROOM DISSEMINATION ION WITHOUT THE EXPRESS PERMISSION OF A 66.NTPROVDE T DETECTORS AND'SHUNT-HRP OPERATION'WHEN SPRINKLERS ARE TO DE PROVIDED N MACHINE ROOM OR AY,D SPACE KONE INC. IS STRICTLY PROHIBITED. A (ASML .1 SEC 28.2.1.2,NFPA 13 SEC 4-135,ASME A17.1 SEC 2.8.23.1,ASME A17.1 SEC 2.82.32,NEPA 72). ®�®� 61.IF A STATUS PANEL OR SECURITY PANELS ARE REQUIRED,ALL REMOTE CONDUIT RIBS FROM ELEVATOR EQUIPMENT ROOM/ INE o SP TO THESE PANELS S1HAUL BE BY DTHERRS 68. -ELEVATOR RELATED PIPING AND EQUIPMENT S PROHIBITED IN MACHINE ROOM OR HOSTWAY(RISME A17.1/CSA B44 SEC 28.1, ASME A17.1/CSA B44 SEC 28.2). GENERATED ON:02/17/17 BY:AMI REV 9.PROVIDE AND MOUNT AT MINIMUM A 10-POUND,ABC-TYPE ARE EXTINGUISHER IN CONTROL SPACE(ASME A17.1 SEC 8.6.1.6.5).(NOT UNITS:IMPERIAL ESB-15.2 A REWIRED IN CANADA) DRAWING DESCRIPTION SHEET M-6392806-10140 CONTRACT 8 of 13 4 3 2 4 3 2 1 ITEM TYPE DESCRIPTION SUSPENDED CE]UNG 88 ROUND LED CEILING PANEL FINISH 4SS 14 STAINLESS FRONT DOOR FINISH 4SS #4 STAINLESS FRONT DOOR MATERIAL THKNS 16 16 GA FRONT WALL FINISH 4SS J4 STAINLESS _ NOTE: CAR SILL MATERIAL AL ALUMINUM D CAB SIDE WALL MATERIAL 4SS 16 GA D A. EMERGENCY CAR LIGHTING IS PROVIDED CAB REAR WALL MATERIAL 4SS 16 GA B. CAB INTERIOR COMPLIES WITH THE LATEST CAR HANDRAIL 4SS FIAT EDITION ASME A17.1/CSA B44 INCLUDING SMOKE HANDRAIL SIZE 2' AND FLAME RATING CLASS B. CAR FAN TYPE 1, FAN REQUIRED FINISH FLOOR THK 1/2' TOTAL CAB WEIGHT 2324 LBS T PROTECTION PADS - PADS REQUIRED IJ CUSTOM PANEL WEIGHT - N/A m N 2 ELEVATION 3 C I C I I � ul I I o I i i I W I a I z I 2T4 I m Of I I 6392806-010' U I ELEVATOR 1 APPROVED BY I 2500 I I o MCOP I I �* CDI o -J C ------- 21J ANNA MARIE MILANO co � o in2017-02-17 Ll /16'--�-3'-6' DOOR 1/2" `4 APPROVAL SPACE 6'-7 15/16' CLEAR PROJECT: FISHERS B ELEVATION 2 PLAN VIEW ELEVATION 4 CATION: ISLAND CLUBHOUSE LacAnoB 20449 EAST MAIN ROAD - FISHERS ISLAND NY ENG/ARCH: MARK P. FINLAY ARCHITECTS CONTRACTOR: C E FLOYD COMPANY INC n N I T F 010 6392806 42912738 _ I I e REM NO. UNIT NO. EQUIPMENT NO. LLJ m S2z a m M _ .' �. y C-) o ———— sWDATEN ANN FINAL oANN PREIJMINARY n os BY CK DESCRIPTION I I I THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR A nLl O Q O DISSEMINATION WITHOUT THE EXPRESS PERMISSION OF KONE INC. IS STRICTLY PROHIBITED. A Design: LF-88 m�Ap GENERATED ON:02/17/17 1 BY:AMI REV ELEVATION 1 REFLECTED CEUBG UNITS:IMPERIAL ESB-15.2 A EMERGENCY DOT 25'x16' MIN. DRAWING DESCRIPTION I SHEET C-6392806-10140-010 CAB 9 of 13 4 3 2 1 4 3 2 1 ITEM TYPE DESCRIPTION ELEVATOR NUM 1 CUSTOMER ELEVATOR NUM - 1 ENTRANCE DESIGN NUM 1 AMDY/ SINGLE SPEED / RIGHT STRIKE ENTRANCE LANDINGS - G FIXTURES KSS570 - KEYWAY CUTOUT - REQUIRED ACCESS SWITCH - REQUIRED D FIRE RECALL - NONE D STAR OF LIFE - NONE FRAME 16 GA 14 STAINLESS STEEL 7'-11" ENTRANCE ASSEMBLE WIDTH SOUND DEADENING - NONE DOOR PANEL 16 GA J4 STAINLESS STEEL SILL NARROW EXTRUDED ALUMINUM 7'-9 1/2" SILL WIDTH FASCIA/TOE-GUARD 16 GA GALVANIZED STEEL 48' WIDE 61-01' JAMB BRAILLE CJ6S SURFACE MOUNTED, WHITE ON BLACK 4'0=ROUGH OPENING I 3 LABELS - 2 HOUR U.L - CLASS B --C4 �3'-7 1/2" DOOR PANEL �3'-6' CLEAR OPENING -{6 3/4" C C PLAN VIEW CONCRETE BRACKET NOTES: 7'-9 1/2" HEADER WIDTH A DO NOT CONSTRUCT WALLS UNTIL DOOR FRAMES ARE SET. ° a = APPROVED BY o w x RZ4 RY4 RY1 RZ1 1/4- 1/8-z m ANNA MARIE MILANO w 2017-02-17 a _ o 2 x w o APPROVAL SPACE 0 w PROJECT- o o v w FISHERS ISLAND CLUBHOUSE B 6 LOCATION: Lix o > b 20449 EAST MAIN ROAD - FISHERS ISLAND NY J " 00 ENG/ARCH: MARK P. FINLAY ARCHITECTS N CONTRACTOR: C E FLOYD COMPANY INC M U 1� N I T I N F 010 6392806 42912738 G ITEM NO. UNIT NO. EQUIPMENT NO. S 2017-02-17 A ANN FINAL RZ3�3 �'2 RZ2 !•''.'�•• N 2016-11-11 - ANN PRELIMINARY s DATE NO Bf CK DESCRIPTION THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR ELEVATION VIEW DOOR SECTION DISSEMINATION WITHOUT THE EXPRESS PERMISSION OF A A VISIBLE AFTEROLT IS NOTER WALL KONE INC. IS STRICTLY PROHIBITED. A VISIBLE IS CONSTRUCTED �� REACT. FT. RZ (LBF) RY (LBF) 1 430 80 GENERATED ON:02/17/17 1 BY:AMI REV 2 365 80 UNITS:IMPERIAL ESB-15.2 A 3 150 35 DRAWING DESCRIPTION JSHEET 4 180 35 E-6392806-10140-010 ENTRANCE 10 of 13 4 3 2 1 4 3 2 ITEM TYPE DESCRIPTION ` ELEVATOR NUM 1 CUSTOMER ELEVATOR NUM - 1 *Top floor wall needs to be completely left open prior to installation of elevator ENTRANCE DESIGN NUM 2 AMDY/ SINGLE SPEED / RIGHT STRIKE ENTRANCE LANDINGS - •1 FIXTURES KSS570 - KEYWAY CUTOUT - REQUIRED - ACCESS SWITCH - REQUIRED D FIRE RECALL - NONE D STAR OF LIFE - NONE FRAME 16 GA 14 STAINLESS STEEL 7'-11' ENTRANCE ASSEMBLE WIDTH SOUND DEADENING - NONE DOOR PANEL 16 GA #4 STAINLESS STEEL 7'-9 1/2" SILL WIDTH SILL NARROW EXTRUDED ALUMINUM FASCIA/TOE-GUARD. 16 GA GALVANIZED STEEL 48' WIDE J rn JAMB BRAILLE CJ6S SURFACE MOUNTED, WHITE ON BLACK N LABELS - 2 HOUR U.L - CLASS B �3'-7 1/2' DOOR PANEL 3'-6' CLEAR OPENING6 3/4" J N------------------- i ; VERTICAL ROUGH OPENING IS ONLY APPLICABLE WHEN FINISH ,::•:i'. FLOOR TO CEILING HEIGHT IS CONTROLLER GREATER THAN THE CLEAR OPENING + 2FT. TOP LANDING ALWAYS TWO 1/2' [13] OR 5/8" [16] GYPSUM BOARDS PLAN VIEW CONCRETE BRACKET NOTES: 7'-9 1/2' HEADER WIDTH A. DO NOT CONSTRUCT WALLS UNTIL DOOR FRAMES ARE SET. • w APPROVED BY x o RZ4 RY4 RY1 ?Z1 1/4" 1/8' ANNA 2017-MARE MILANO 17 U) 2" aU W U w APPROVAL SPACE wPROJECT- 1 o w o W �j FISHERS ISLAND CLUBHOUSE B = J a' LOCATION: 9 o co 20449 EAST MAIN ROAD - FISHERS ISLAND NY ENG/ARCH: u�i t �j MARK P. FINLAY ARCHITECTS c, CONTRACTOR: C E FLOYD COMPANY INC M I U I� N T N F 010 6392606 42912738 ITEM NO. UNIT NO. EQUIPMENT ND. '•'s•i• .• •r'•'s a E � v RZ3/1 �� ^':..��:• n[�2O A ANN FINAL RY3 Ry2 ,.• s - ANN PRELIMINARY DATE NO BY CK DESCRIPTION THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR ELEVATION VIEW DOOR SECTION DISSEMINATION WITHOUT THE EXPRESS PERMISSION OF A ANCHORBOLT IS NOT KONE.INC. IS STRICTLY PROHIBITED. A VISIBLE AFTER WALL IS CONSTRUCTED Os®® i REACT. PT. RZ (LBF) RY (LBF) _ 1 430 80 GENERATED ON:02/17/17 1 BY:AMI REV 2 365 80 UNITS:IMPERIAL ESB-15.2 A 3 150 35 DRAWING DESCRIPTION SHEET 4 180 35 E-6392806-10140-010 ENTRANCE 11 Of 1 4 3 2 1 4 3 2 1 GENERAL INFORMATION ELEVATOR CODE YEAR 2013 CORNER LOCATION 4 t� N SIGNAL17AUON SERIES KSS570 u COP MOUNTING TYPE o D FLUSHED ^�---4-84 [3.311 D A POSITION INDICATOR DOT MATRIX DIRECTION OF TRAVEL ARROW AMBER ILLUMINATION B EMERGENCY COMMUNICATION MICROPHONE AND SPEAKER C LOAD PLATE �^l CAR DIRECTION LANTERN 2500 LB - QUANTITY- 1 1134k © aNu 15 PERSONS EMERGENCY COMMUNICATION B E Derawr t. D INFORMATION TEXT ftt E ELEVATOR ID Ll ®- 1 F FIRE FIGHTERS OPERATION PANEL CALL CANCEL ASME EMERGENCY KEYSWITCH STOP SWITCH DOOR OPEN BUTTON C PHASE II FIRE INDICATOR ®rvasmmes C DOOR CLOSE BUTTON ' G CALL BUTTONS O STANDARD FLUSH F AMBER ILLUMINATION O H CONTROL BUTTONS DOOR OPEN BUTTON DOOR CLOSE BUTTON A.F.F. STOP KEYSWITCH mm OPTIONAL DEVICES N APPROVED BY ACCESS ENABLE LIGHT SWITCH00 ^ V FAN SWITCH !.1 ® ANNA MARIE MILANO INDEPENDENT SERVICE O® PxI N 2017-02-17 OUTLOOK 441 BRUSHED STAINLESS STEEL N COP's EMERGENCY LIGHT A.F.F. O O�O® APPROVAL SPACE e9 mm MOO PROJECT: 930 FISHERS ISLAND CLUBHOUSE B O LOCATION: O B N 20449 EAST MAIN ROAD - FISHERS ISLAND NY ENG/ARCH: MARK P. FINLAY ARCHITECTS CONTRACTOR: C E FLOYD COMPANY INC U N I T N F 010 6392806 42912738 i� ° REM NO. UNIT N0. EQUIPMENT N0, R E V 2017-02-17 AANN FINAL N 2016-11-11 - ANN PRELIMINARY Ka S DATE NO BY CK DESCRIPTION 3 2 THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR DISSEMINATION WITHOUT THE EXPRESS PERMISSION OF A CORNER KONE INC. IS STRICTLY PROHIBITED. A LOCATON films 4 1 AF.F. mm GENERATED ON:02/17/17 1 BY:AMI REV FRONT I--224 [8.82"] UNITS:IMPERIAL ESB-15.2 A DRAWING DESCRIPTION SHEET F-6392806-10140-010 COP 12 of 13 4 3 2 1 4 3 2 1 D In Case Of Fire D Elevators Are Out Of Service Use Exit FlRMCHTUS oPMAMON to .maT.'14�.".`b`nwRiovr 0 Ln M C to C Entranro Forme O O C"+ O O ' • O o `li 0 APPROVED BY O ANNA MARIE MILANO .2017-02-17 0 APPROVAL SPACE —111 [4.371—� PROJECT: B FISHERS ISLAND CLUBHOUSE LOCATION: B 167 [6.57] 20449 EAST MAIN ROAD — FISHERS ISLAND NY ENG/ARCH: MARK P. FINLAY ARCHITECTS QUANTITY: 1 QUANTITY: 1 QUANTITY: 2 QUANTITY- 1 CONTRACTOR: LOCATIONS LOCATIONS LOCATIONS TELEPHONE LINE MONITOR C E FLOYD COMPANY INC +1 G G, '1 OUTLOOK OUTLOOK OUTLOOK HAC STATION TYPE 441 BRUSHED STAINLESS STEEL w AMBER ILLUMINATION AMBER ILLUMINATION JAMB MOUNTED W/0 FACEPLATE T BRUSHED STAINLESS STEEL FACEPLATE BRUSHED STAINLESS STEEL FACEPLATE OUTLOOK SIGNAGE DEVICES BRUSHED STAINLESS STEEL FACEPLATE u 010 UNIT N6 EQUIPMENT RQA N0. UNIT N0. EOUIPMENi N0. PHASE 1 ASME A17.1 UP CALL BUTTON ASME A17.1 APPENDIX 0 R E Y DEVICES s 2017-02-17 A ANN FINAL PILOT LIGHT o 2016-11-11 — ANN PRELIMINARY FRD KEY SWITCH s DATE NO BY CK DESCRIPTION DOWN CALL BUTTON THIS INFORMATION IS CONFIDENTIAL AND REMAINS THE PHASE I FIRE RECALL KEY PROPERTY OF KONE INC. ITS USE, REPRODUCTION OR ASME EMERGENCY KEYSWITCH DISSEMINATION WITHOUT THE EXPRESS PERMISSION OF A KONE INC. IS STRICTLY PROHIBITED. A lc®o GENERATED ON:02/17/17 1 BY:AMI REV UNITS:IMPERIAL ESB-15.2 A DRAWING DESCRIPTION SHEET F-6392806-10140 HPB 13 of 13 4 3 .2 1 - - -------------- -------- --- - ---- ---- ---- - -------- - - - -- - - _ - - - ------------------ - -- - -------- ------- - - --- - - --- ---- - - --- --- - - - - -- ---- - ---------- - -- -- ----- - - - - - - - - --- -- - - -- - ellzi N. \. L,f A w M N ti" NO. ISSUED TO: DATE . 113�N \ - L \,\,r \ ••.\ .moo K.3 \ �" ':,. \ �: '\ ""°® SERVICES. LLCGINEERING K ` 'y ' ''/ 1, .\ AN INTEGRATED ENGINEERING + DESIGN FIRM \ r \;� f �-*„ -\ I E S 64 THOMPSON STREET, SUITE AIOI ,� \ EAST HAVEN, CT 06513 J �� \ \1I �`., \ 1 TEE: 203.467.4370 Fax: 203.468.6172 H 11L \ EXTEND 12"CMU WALL . i_' �Ic � �- WEB: WWW.IESLLC.BIZ G -0 \ \BELOW STAIR SLAB, SEE \\ ,,,% _,,I- % '`,>s-'�,a. ` " " SITE PLANS FOR STAIR - -\ / `P 1�ti \ t� ' 11 \ \\�' 90 6 6 \ 5 ' \ \ DETAILS \' 1: , '/ �✓ FOUNDATION PLAN NOTES: c," \ \ \ \: 'J 'f`'�% = 1. SLAB-ON-GRADE SHALL BE 5"THICK REINFORCED WITH 6X6- ' r \ \ ,' /�\:'>:. /,-•� tom, 6 1' \ \ \ \,\, / '�% :y -' '' W2.9XW2.9 WELDED WIRE FABRIC(W.W.F.). REFER TO THE , �\ E \ 3 ` \ J -<!J- \ \, TYPICAL SLAB ON GRADE DETAIL FOR ADDITIONAL INFORMATION. \ .. \ \ 11( ) L \ \ \\ \ ` \ HSSSXSkl \.� " ,�'��!' l\ \ \\ \\ \ s PLACE THE W.W.F. IN THE TOP HALF OF SLAB ON GRADE USING (3) 1/2" STEEL CHAIRS. 11 \ `\ \ \ \ \ � ''' ` \ \'\ '\ \ ` `j l \ -,,. 2. HAUNCH SLAB TO 8 DEPTH OVER FOUNDATION WALLS,TYPICAL. B 1�1r \ \\ \\ \ 1 \\ \\ HSS55/ / \ \ % �F3 ` �`" / .�- o - - \ 13 -1 \ \ \ S-8 gP.� XI/4 \ , i/I / i '5F 9' '\ \ /,; .'''y // t, 3. SLAB ON GRADE SHALL HAVE CONSTRUCTION JOINTS OR SAW CUTS \ \ /\ \ / LOCATED ALONG COLUMN LINES AND SPACED NO GREATER THAN n 15-FT ON CENTER. r 5 1 v \ - � i V y r 9 \•� �S o� 1/ 4. ALL SLABS ON GRADE SHALL BE PLACED ON A 15 MIL VAPOR \ ti5 \�•G�\�10�PSS\5�'j, \ ` S5 \y\ \\ �I/ -F3. ti� - �;, .\ / BARRIER OVER 2" RIGID INSULATION ON 6" LAYER OF 3/4" BROKEN Lr \ ti (S ( � OQ� \ \ gp,. X$Xj/4 \ ^ i� ��F� / `'s STONE OVER NON-WOVEN FILTER MIRAFI 140N OR EQUIVALENT. A %O \ 1 00 J �,s \ \ ` 1\ - t / O / .11^111 �;°, r, �' , 0 4� OF \ )Q O� -� /, ' f- 5. 2X6 P.T. SILL PLATE SHALL BE ANCHORED TO FOUNDATION WALLS \ 1�. _I �' '(Oe C,5 1 �N�\,�p G�� / ` �; �> .°j \ S� / USING i/2"�X 12" LONG ANCHOR BOLTS (ASTM F1554 GR. 55) ,` \ \ - \, / / CONRACTOR'S OPTION TO DROP o- ,-_','_%.%-, \'n� O`� \r1�' G\I�P@3 HSSS -1 y, \ F3. p, �r C �'O. \ �:= j✓ Q3 \; 0" 1�\ 6 XSX \ ON,\ - 5 FOOTING AND PIER TO MATCH SPACED NOT MORE THAN 48" O.C. LOCATE ADDITIONAL ANCHOR \ \`- N 6' P% - \ 8j, Z 4 \�'\ \ - NI g \ (`3 ti1�1 % I / F�' 1'O BOLTS 12" FROM WALL CORNERS AND MASONRY OPENINGS. / I =j �, \ MAIN FOUNDATION ELEV. o �_:,,.::",I ,\ ��ZNF• \ .1 �, 3\ \ GA F( \ ;y / `sA - I "'Y / r HAUNCH EDGE OF SLAB ' �;' LI \ / "e' -. ,- • :\ .7.:1 / - TO 24 MIN. DEPTH AND I-' 6. SYMBOLS: \ , yS \ , % F3� ti0 \\ S7 K ` 1 \ REINF. WITH (2) #5 BARS \ \ `::., ,0 5 ^ r i 0 BP_ 1/ a<\' ° ) .• \ / , err i " ,� gP_Y SX XY�4`\ ' // / \ \ \ X / � P\\' \\'�' 1 B TOP AND BOTTOM,TYP/'// os �'�\ �\ DENOTES SLAB STEP-DOWN \: ` \ �•_ �� ` V--`z•-,_`i.,.., m \ ��' S-5 \ / % / / i DENOTES MASONRY FOUNDATION WALL(THICKNESS PER PLAN), \ v r \ \ / o w % REFER TO MASONRY NOTES ON DRAWING 2-0 FOR ADD L. INFO. �\ \ .6 \ /� / i F3�.ti0 NSS�j� k . ` -' ;,X�/ '\ .�A'.\ \ / Q /, \\ / \ ,.�' o > ,o ,P G .5 6 /' J, ' t%S4 1 HDA DENOTES HOLD DOWN ANCHOR LOCATION \ r _ ;; \ 5 cF' '�] EX. CMU FOUNDATIONS .,., , F3• Ar \ ., c+ . P_ o�` \ \_;.!\' .c�� v� S-5 I/ �, TO REMAIN (TYP.) / ! "\ \`;� SFE SS6X6X5/ \ �,/:�.'�_ X ,X\\ �,\ � V`-.. ! /, ,\ '/ J' /' /� p 5 �� e ��'2\� I f� j ~\ \ �, �: \ gP.2 16 /' y ,N, \ n o, / HAUNCH EDGE OF SLAB F / ;/�r�\ //f/ \� `�>� / ms`s\ J ��P� <\ `, c:. ./ - S TO 24 MIN. DEPTH AND ! f . \\ �� t \ „ \ - �� ,�.: I / \, c<` o \ �`/,-�(. fir, \ �-c� /'- /' REINF. WITH (2) #5 BARS ti / % \ <\ \ /! \ 12 CMU GROUT SOLID(TYP.) \ / \ _ ,1P , ' °' \ - ' �o \ L \ \ F TOP AND BOTTOM TYP. � J! \� /// \ / �� .TY �� (13�'rk, / \ '/ J\ . A\ /- /' \3 G\ .�/ \, \`. .��- / ��a -/ / ✓o Qom / \ , ! �\�� ,_ #2 TIES @ 8" O.C. \ \ !' ;� \ ✓o-"� \ \_ \ / 3 / ! > / �\ / - �\ EA.COARSE \ - .'�'• t .� ' :! \\ \ ; V31 ,61NEW ORK STITH ALL CODES pF o y qTE & T : AS REQUIRED AND COOWN CODES _ -- NDIT+pNs pF • - - GNTHOLD TOWN p�MNING BOA . . EES S ISL CLU F1 E DESIGN� OCCUPANCY OR u.,�. USE IS UNLAWFUL I qL Lq WITHOUT CERTIFICATE OF OCCUPANCY 9 o o ❑ 1 ., � _ ,i Ii'I'Ii iii a ' i: h1i, � .. 1. I .�:I-: � i ! r1_.• 1,. , #. .,I . �,, i'ii ,l',, '. � ,:.; �:. { :.. ,. i ,, ,!j t It JJ - - I 7F .; :. , � _,.,,� .�. .. ;. r. ..., � ,+ t, r :; � I. � ,r. IFFI �. • IL I .. .. . ,., .1 i r :L;,u, , u,:i I i'''li':Ql':' ,. .i' !' 'I�,,,Ij , i9'Il,,;f µ•,,I,. - :, k . !,•+ I� ,� �i, :'., :,, ,.: ::. ! . li...,,.i.� fl,,•�. II +1,!-! tl't;rs 'I! : r -- — — — — l .r .,:� �..,:. r .:, ., v.,{ .i 'f ':r ''u i'r: .'f.... .til, !• .11 .j ric.' I. 1 �Ii I 1}. .tl u : I LJ I 1� j ,ia:�,� :n ��! .+•, .. :yr::�}�� i � .. I 4 r ANT - I I =ED- EE III ff� I �� — Ijam III -- ----- - - - ti- � N - ud�ft ---- --- -- -- ❑ ❑ o oLj L, ❑ 77 o � o o ❑ ❑ DRAWING LIST ARCHITECT- E OLITION-. 1. PE MARK P ., FINLAY ARCHITECTURAL DRAWINGS: ARCHITECTS , AIA SEPTEMBER 23, 2016 COVERSHEET SP-1 SITE PLAN 96 Old Post Road, Suite 200 DEMO SET D-1 PARTIAL FIRST FLOOR DEMO PLAN - A Southport, CT 06890 D-2 PARTIAL FIRST FLOOR DEMO PLAN - B 203-254-2388 D-3 PARTIAL FIRST FLOOR DEMO PLAN - C www.markfinlay.com FIRE PROTECTION DRAWINGS: FPD - 100 FIRE PROTECTION DEMOLITION LOWER LEVEL AND FIRST FLOOR PLAN STRUCTURAL, FP, & MEP PLUMBING DRAWINGS: PD-1 PLUMBING D ENGINEERING- MECHANICAL 00 G EMOLITION FIRST FLOOR PLAN DRAWINGS: IES ENGINEERING MD-100 MECHANICAL PARTIAL DEMOLITION SERVICES , LLC LOWER LEVEL & FIRST FLOOR PLAN - C ELECTRICAL DRAWINGS: 64 Thompson Street, Suite A 101 ED-100 ELECTRICAL DEMOLITION FIRST FLOOR PLAN East Haven, CT 06513 203 .467.43 70 NO. ISSUED TO: DATE 1 BID SET 04/08/16 2 PERMIT SET 09/23/16 \ 1 1 EXISTING LOCATION 1 20,000 GAL. 1 11 SEPTIC TANK 1 1 t. J � s EAST END ROAD Ul W _ T T 20 PROPOSED DETENTION SYSTEM. T CATCH BASIN REFER TO CIVIL DRAWING. W 22 \\EXISTING PARKING \ I AREA#2 I� '---TO REMAIN EXISTING STONE WALL TO \ EXISTING H.C. \ PROPOSED DETENTION SYSTEM. J I - - REMAIN UNDISTURBED REFER TO CIVIL DRAWING. 24 \ \ PARKING O \ 1 22 —__ / __--, PATHWAY TO \ \ - - _ �- -----/ - ---24 THE 1st TEE - —MANHOLE — —— 26 '= / EXISTING \✓ ADO 1 11 // — - \ I i I I I ---28 2s �\ \ \ \\ 1,250 GAL. \ \ \ \ \ GREASE TRAP \O 1 \ I I I I BLUESTONE 30 \ \ ^\ \ \ \0 1 ® 1 EXISTING I EXISTING I I / \ PROPOSED \ 1 5,000 GAL. 1 I j\.. PAVING X22. _ -32- - - ` - \ S SP 24 _ / _28, / — -:_ �' \ \ - \\ GREASE \\ 0_ SEPTIC TANK I \WALKWAY ACES ASPHALT \ o / PAVIN f _i ELECTRIC - 24 / \ / sP-s / \ \ \ / / / i / \ yc / G\ TRANSFORM O \ AREA#4 / 35.0 / T.O.WALL \ ❑ LAWN \ 36.T RELOCATED \ \ \ \ EXISTING \ \ \ 24 ® �\ \ TENNIS EXISTING FLAGPOLE \ T.O.WALL \ 1 \ \ \ \ \ \ PAVILLI MAINT. L � ) / \ ON LAWN / 36.7 / 36.7 LAWN \ \ \ 26 \ / BLDG Q G \C J . / \ n P \ . I;. ., ,\� 36,7 I 11 \ 2' � / PROPOSED DETENTION // / / \. \ y \ I: - _ / I ~ \ g\ \ I LINE OF \ \ \ I SYSTEM. REFER TO \ >— _ SCREENED I \ �- SETBACK \ \ / �i /, \ i . GRAVEL,` : ,.,.. . . :. T.o.wd,LL 46'x 85' \ - \ \' ''. 1 CIVIL DRAWING. l i /.• , \ \ ..., �/ .. �. �,.. ' PARKING LOT ; . . �..�. ` \ •., 6 z6 � 36.7 Off— TENT 36 � \ / • \ 3 36.9 Ca,7 — % \\ 36.9 —_-------- 36.9 vi \ LOCATION,N��' 3a 2a WATERPARKING WAL AY B1 \ 3 ,\ l b24,6 U.P. P ING T - - - - - - SERVICE/ yro APPROXIMATE 1 I \ \ \ 36.9 LINE OF THE / \ /./ \, �..� �' /'' / 34 T.O.WALL /j/ 36.9 \ \' I i , / l '/ %•"%j �i, \ l t I / / \ /, \: \ 33.6' r ----- — — '1 — ' i \ \ RIGHT OF WAh ST IRE EXISTING \ 1 j \ EX ING F � \ I 24... / . \\ \ /\/ \ / \ 4.5 36.9 C \ I 20'X 40' I 36 /" // / '"i "%- / / — \ / — � %" \ \ HYDRANT TENNIS COURT i'. TENT �- - - - - - - - - - -J I /., %%' ;� / �. / EXISTING, / EQUIPMENT I • \ \ � \, ... .�I• /' � 34.5 \ \ \ AREA#1 \ �.• f�. / } \ l / /! / v • % 0 \ 1 \ / 36.0 / /. 36.9 \ 6.9 36.9 LINE OF EXISTING CLUBHOUSE l /' 'j j' \ •� 1 — -� a ( / PROPOSED \ -- / \ CLUBHOUSE FIRST FL R . \\ \ I�I\ \\\`\1 1 I ` ��/✓.. ..j/ �I I �I `\ \\ /\ (\ � } L \\\\\\ \\ \j\' '%'/'j,,/';",/, J3/6';.5';..' i,�/,,\'/'/ \\ \\ �\\\ 1L - - � Z � �, //.';l.,/ /.% 3 SPACES GREASE TRAP \36.9 EL. 36.9' F - - � Ex1sTIUG LAWN , RAMP 36.5 EL. 24 9' EXISTING \1 I� / SERVICE AREA LOCATION 26 zs \ \3FIRE PROTECTION\ L WATER TANK \\\ \ /,/� 36.9e1(�A j 30 / / l I LINE OF ORIGINAL / CLUBHOUSE `:/ 2832 / l LINE OF SETBACK 36.9 36.0, /34 / 3234 / / /, '% 36.5 36.5/ \/ %- 6. APPROXIMATE LOCATION _L i; 6.9 1 \ B 6 / I OF COASTAL EROSION � . � I O � \ ;' � . :;• _ / � � � / HAZARD LIMITS /. / 2 �SPACE J / LEGEND: RAIN GARDEN \\ BLUESTO i �.,;' —'�— —-- l / 1 / / EXISTING CONTOUR� L' AREA#3 / OU 100WALKWAY, — PROPOSED CONTOUR,28 SETBACK LINE PROPERTY LINE \\ _ _ \ / GAS SERVICE � 3 \ \ \ \_ \\\ / 4 \ \...: ice•- \ 4� / \/ i j%� / / 30 / / / \ PAR�TG .. /6, /:'..... / / / / / / WATER SERVICE \ \ \ \ I J 5\�PpGF // $SPA / /// Spgc / lzs — // / / / UNDERGROUND ELECTRIC E / 2s APPROXIMATE LOCATION — \�! . / MAINTAIN EXISTING �` 1 OF TOP OF BLUFF PAVED ROADWAY I FROM THIS LOCATION / \ �>�.� / I I / / / CABLE, PHONE, TELEVISION CPTV \ TO EAST END ROAD 33 / \V. / 33..' // / SANITARY SEWER s \ .•�--_- APPROXIMATEOFSHORELINE TION RELINE �\\ ��%� � � —-/-�� \ � � I I I / ASPHALT PAVING // I I I CRUSHED STONE EXISTING FIRE I I I \ /32 HYDRANT 30 / 28 El \ ••' � /ice/ \ � � � / \� CART STORAGE BUILDING NOTE: this drawing is the property of the architect and has been prepared specifically for the owner for this project at this site and is not to be used for any other purpose,location or owner \ / without the written consent of the architect. �no�`\'\0p Aq y// PROPOSED RENOVATION/ADDITION FOR: / \ ° r<�ti F FISHERS ISLAND CLUB / = = FISHERS ISLAND,NY DRAWN BY: o N MARK P. F INLAY JM TL '`` ARCHITECTS, AIA DA's 10/22/15 / JOB NO.: 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 1502 A N SITE PLAN c DWG NO,: SCALE: V =20' B OVERALL SITE PLAN sp- I KEY PLAN NOTE:DO NOT SCALE DRAWINGS, REFER TO WRITTEN DIMENSIONS ONLY. NO. ISSUED TO: DATE 1 BID SET 04/08/16 2 PERMIT SET 09/23/16 DEMOLITION KEY NOTES DEMOLITION NOTES: SELECTIVE DEMOLITION /QQEL��pa� REMOVE EXISTING GYPSUM BOARD OR PQ PLASTER WALL FINISH AND ELECTRICAL 5D1. COORDINATE ALL REMOVALS WITH THE WIRING AND DEVICES COMPLETE TO WALL/ D FRAMING BEYOND. COORDINATE STRUCTURAL DRAA GREMOVED, CARE SHOULDWINS. WHERE A WALL IS ELECTRICAL REMOVALS WITH ELECTRICAL SCHEDULED T BE TAKEN TO DRAWINGS. CDETERMINE STRUCTURAL COMPONENTS EXIST WITHIN. SHOULD ITBE DETERMINED THAT THE WALL OR ITEM TO BE yon' � REMOVE EXISTING CEILING, ELECTRICAL DEVICES AND LIGHTING COMPLETE TO REMOVED O EMOVED IS SUPPORTING OR IS INTEGRAL STRUCTURE ABOVE. COORDINATE ITEM TO SCHEDULED TO REMAIN ELECTRICAL REMOVALS WITH ELECTRICAL CONTACT THE ARCHITECT IMMEDIATELY. 5D2.REFER TO EXTERIOR ELEVATIONS FOR REMOVE EXISTING FLOORING OR FLOOR EXTENT OF 51DINO AND TRIM REMOVAL AND FINISH COMPLETE TO SUBSTRATE BELOW. REPLACEMENT AT DOORS AND WINDOWS. 5D3.REMOVE ALL EXISTING ROOFING, GUTTERS AND REMOVE EXISTING FLOORING, SUBSTRATE AND FLASHING MATERIALS DOWN TO \\ 4 DRAWIN55ING. REFER TO STRUCTURAL SUBSTRATE BELOW. TAKE CARE NOT TO `\ 5 REMOVE MATERIALS THAT HOULP LLOW REMOVE EXISTING WALL COMPLETE. REFER INCLEMENT HEATHER TO ENTER ANDTO STRUCTURAL DRAWINGS, DAMAGE THE AREAS SCHEDULED TO REMAIN. \�\ 6 REMOVE EXISTING PLUMBING FIXTURES SD4.REFER TO ELECTRICAL, MECHANICAL AND AND LOCAL PIPING COMPLETE AND GAP FIRE PROTECTION DRAWINGS FOR EXTENT �\ OF REMOVALS AND PROCEDURES FOR SUPPLIES AND WASTE FOR FUTURE CONNECTIONS. REFER TO MECHANICAL GAPPING UTILITIES AND 'MAKE SAFE' �\ DRAWINGS. ARRANGEMENTS FOR UTILITIES SCHEDULED TO REMAIN. REMOVE EXISTING ROOFING AND FLASHING/ SD5.COORDINATE WITH OWNER PRIOR TO COMPLETE TO SUBSTRATE BELOW. REMOVALFAN O Y TELEPHONE, GABLE N, REMOVE EXISTING WINDOW, CASING, TRIM SECURITY OR AV COMPONENTS. / AND FLASHING COMPLETE. REFER TO ARCHITECTURAL DRAWINGS FOR 5D6.REFER TO SPECIFICATIONS FOR MORE REPLACEMENT. INFORMATION REGARDING DEMOLITION ACTIVITIES. p REMOVE EXISTING EXTERIOR DOOR, �7 p 8B TRIM AND FLASHINO COMPLETE. REFS ARCHITECTURAL DRAWINGS FOR 10 11 15 16 17 18 19 ` REPLACEMENT. 4 \ Sys \ Q00REMOVEEXISTING CABINETRY AND "y \ am FIXTURES COMPLETE. GAP ALL LOCAL \ o�� UTILITIES. DEMOLITION NOTES: \ O 2 COORDINATE REMOVAL OR RELOCATION COMPLETE DEMOLITION \ REMOVE EXISTING OF ELECTRICAL EQUIPMENT WITH ROOF AND SUPPORT L o-Y ELECTRICAL DRAWINGS. / \ STRUCTURE REMOVE EXISTING ASPHALT / ��OSS COORDINATE REMOVAL OF MECHANICAL /' / ` °trs0y 11 AND PLUMBING EQUIPMENT AND FIXTURES DI. COORDINATE ALL REMOVALS WITH THE PAVED SURFACES AND SUBBASE / a'� STRUCTURAL DRAWINGS. WHERE A WALL I5 THIS AREA. REFER TO 517E PLAN. / / \ / -p WITH THE MECHANICAL DRAWINGS. SCHEDULED TO BE REMOVED, GARS SHOULD BE TAKEN TO DETERMINE IF STRUCTURAL REMOVE EXISTING TOILET PARTITIONS COMPONENTS EXIST WITHIN. SHOULD IT BE COMPLETE. DETERMINED THAT THE WALL OR ITEM TO BE REMOVE EXISTING INTERIOR DOOR, FRAME REMOVED 15 SUPPORTING OR 15 INTEGRAL AND CASING COMPLETE, TO AN ITEM TO SCHEDULED TO REMAIN CONTACT HE ARCHITECT IMMEDIATELY. / \\` REMOVE EXISTING EXTERIOR WALL A5 REMOVE EXISTING WOOD ///✓ \ / \ 14 D2. REMOVE ALL CONSTRUCTION, INCLUDING RETAINING HALL REQUIRED FOR NEW WINDOW OR DOOR AS/ / 1 / \ SHOWN. REFER TO STRUCTURAL DRAWINGS. FRAMING, WALL5, FINISHES, ELECTRICAL, COMPLETE. / / \ \ / , PLUMBING AND HVAC COMPLETE. REFER TO // \ I REMOVE EXISTING ASPHALT SHINGLES, MECHANICAL AND ELECTRICAL DRAWINGS FLASHING AND UNDERLAYMENT COMPLETE FOR ADDITIONAL NOTES. D5. REMOVE ALL FOUNDATIONS, SLABS ON ASSOCIATED/ AND ALL RAIN UT ER LEADERS \ TO SUBSTRATE BELOW. REMOVE GRADE, FOOTINGS, FROST WALLS AND / / OTHER STRUCTURAL ELEMENTS AS THEY MAY EXISTING TELEPHONE SYSTEM REFER TO STRUCTURAL DRAWINGS FOR COMPLETE. BE / % / 16 STE TO BE ADDITIONAL UND NOTES.EXIST TO EARTH BELOW. \ / / / REMOVED CAREFULLY FOR RELOCATION D4. REFER TO STRUCTURAL DRAWINGS FOR AND REUSE. REFER TO ELECTRICAL SPECIAL NOTES REGARDING STRUCTURE AND \ \ � DRAWINGS FOR NEW LOCATION. ADDITIONAL DEMOLITION THIS AREA. EARTH REMOVALS ADJACENT TO BUILDING \\ \ \ \ 17 REFER TO STRUCTURAL DRAWINGS FOR COMPONENTS SCHEDULED TO REMAIN. \ \ \ CONTRACTOR TO PROVIDE TEMPORARY REMOVE FOUNDATIONS, CONCRETE SLAB SHORING AND /OR SUPPORT STRUCTURES TO AND STRUCTURE AS REQUIRED BY PROTECT TO REMAIN. BUILDING COMPONENTS SCHEDULED STRUCTURAL DRAWINGS IN, WORK. REFER TO ARG D5. PROVIDE PROPER WEATHER PROTECTION TO EXCAVATE EXISTING GRADE FOR NEW SITE \ �\ \ \ > 19 PROTECT BUILDING COMPONENTS SCHEDULED g2l \ / FOR SITE WORK. HITEGTURAL PLANS TO REMAIN. EXISTING REMOVE EXISTING STONE OR BRICK D6. REFER AT NREOR1:)INSPECIFICATIONS FOR MORE INFORMATION REGARDING DEMOLITION PROSHOP 20 PAVERS, MUDSET / BEDDING, CONCRETE ACTIVITIES. ESLAB ARTH AND FOUNDATIONS COMPLETE TO 10 11 15 17 18 19 RAILINGS, PAVING, CONCRETE OR WOOD \\ \ \ 9 21 REMOVE EXISTING 5TAIR5, 5TEP5, `Y FRAMING AND FOUNDATIONS COMPLETE TO AT AREAS OF COMPLETE EARTH BELOW. \\\\ `\ \ DEMOLITION, REMOVE ALL \ REMOVE EXISTING COLUMNS BEAM .� CONSTRUCTION, INCLUDING \ \ \ EXISTING FOUNDATIONS COMPLETE. REFER \ \\ RAFTERS AND ROOF FRAMING COMPLETE. \ TO MECHANICAL AND \ \ \ PROSHOP OFFICES \ \\\ \ \ kDMI�ONIAL REMOVALS SPRIOR FOR \` \ 23 REOU RED AS PART OF TREFER TO SITE PLAN RHE REMOVALS TO DEMOLITION. REFER TO \ \\ \ \ STRUCTURAL DRAWINGS FOR SITEWORK. \ \ 9 ADDITIONALTRRE SCHEDULED RTO G \ \ \ \ REMAIN. \ \ \ \ DEMOLITION WALL LEGEND \ \ \ \ \ EXISTING WALL TO REMAIN....................................... \ \ \ \ /' DEMOLISH FINISHES,FRAMING TO REMAIN......... \ \ /' /' / \\\ 22 22 EXISTING TO BE REMOVED COMPLETELY.......,,... r � , —————————————-J �� \, L-------------� ��\, L- --- EXISTING COMPONENT TO BE REMOVED COMPLETELY....... EXISTING LJ.J DASHED LINE INDICATES APPROXIMATE \ \ PROSHOP OFFICES _.` LOCATION OF PROPOSED BUILDING \ \ \ \ ENVELOPE. \ REMOVE EXI5TIN5 ASPHALT \ \ PAVED SURFACES AND 5UB-BA5E \ \ 1 / THIS AREA. REFER TO 51TE PLAN. \ \ V \ 2 • a ,N I 20 0 o / ` \ I \ -----------� � r- \ TYPICAL 1 ' \ ` I I \ ` ` �� ' \ \ ( AND SUPPORT STRUCTURE \\\ \ \,A v/ EXISTING I r \ / , I r \ / \ \ \ MEN'S ROOM p I I \ / I I I \ / I I17_ \ \ \ 9 11 12 ---i---- i , --- `� -- ---------------- \ \ —�—— _ 000l oo,4 001, REMOVE EXISTING BLUESTONE \ \ \ / TYPICAL \ BLUESTONE CURBING PALLATIZE \ AND STORE AT THE DIRECTION OF \ THE OWNER. GG VERIFY ALL \ LOCATIONS IN FIELD. EXISTING WOMEN'S ROOM \ , \ EXISTING 9 11 12 117, LIVING ROOM ooll le, / O, II EXISTING FOYER II AT AREAS OF COMPLETE DVE ALL EMOLITION, NOGLUDING /' \ \ II II FOUNDATIONS COMPLETE. REFER FNTE TO MECHANICAL AND ELECTRICAL DRAWINGS FOR is the property of the architectand has been prepared specifically for the owner / \ \ II ADDITIONAL REMOVALS PRIOR ct at this site and is not to be used for any other purpose,location or owner / \ II TO DEMOLITION. REFER TOritten consent of the architect. STRUCTURAL DRAWINGS FOR / \ \ ADDITIONAL NOTES REGARDING \ / OWNER TO REMOVE I EXISTING II EXISTING MURALS FROM (I STRUCTURE SCHEDULED TO �� E,D'Iq/`1��/// � THE WALL5 IN THI5 AREA \\\�5th RCti / PROPOSED RENOVATION /ADDITION FOR: \v \ \\ 101, �� 0 /� PRIOR TO DEMOLITION. ii \°\ �`P.F/N�.,��o�'� FISHERS ISLAND CLUB ` / _ \ \ �--' � II � FISHERS ISLAND, NY s DRAWN BY. OF MARK P. FINLAY JM TL `�\ � ARCHITECTS, AIA DATE: 10/22/15 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 JOB NO.: N 152 C PARTIAL FIRST DWG NO.: � _ B FLOOR - DEMO. PARTIAL .FIRST FLOOR DEMOLITION PLAN PART A D- 1 SCALE: 1/4" = P-0" AN NOTE:DO NOT SCALE DRAWINGS, PLAN - PART A �'PI' REFER TO WRITTEN DIMENSIONS ONLY. NO. ISSUED TO: DATE 1 BID SET 04/08/16 2 FNO. SET 09/23/16 DEMOLITION KEY NOTES DEMOLITION NOTES: SELECTIVE DEMOLITION REMOVE EXISTING GYPSUM BOARD OR 1 PLASTER IRINO A AND COMPLELL FIN15H AND TE I E TO CTRICAL WWALL 5DI. COORDINATE ALL REMOVALS WITH THE FRAMING BEYOND. COORDINATE STRUCTURAL DRAWINGS. WHERE A WALL 15 / ELECTRICAL REMOVALS WITH ELECTRICAL SCHEDULED TO BE REMOVED, CARE SHOULD DRAWINGS. BE TAKEN TO DETERMINE IF STRUCTURAL COMPONENTS EXI5T WITHIN. SHOULD IT BE REMOVE EXISTING CEILING, ELECTRICAL DETERMINED THAT THE WALL OR ITEM TO BE DEVICES AND L16HTINO REMOVED IS SUPPORTING OR 15 INTEGRAL 22 22 22 22 / / / STRUCTURE ABOVE. COORDINATE COMPLETE TO TO AN ITEM TO SCHEDULED TO REMAIN ELECTRICAL REMOVALS WITH ELECTRICAL CONTACT THE ARCHITECT IMMEDIATELY. L---- -- --J � , L— ----J �� L---- —J SD2.REFER TO EXTERIOR ELEVATIONS FOR REMOVE EXISTING FLOORING OR FLOOR EXTENT OF SIDING AND TRIM REMOVAL AND FINISH COMPLETE TO SUBSTRATE BELOW. REPLACEMENT AT DOORS AND WINDOWS. DASHED LINE INDICATES APPROXIMATE L—J L—J LOCATION OF PROPOSED BUILDING REMOVE EXISTING FLOORING, SUBSTRATE 5D5.REMOVE ALL EXISTING ROOFING, GUTTERS ENVELOPE. 4 AND FRAMING. REFER TO STRUCTURAL AND FLA5HING MATERIALS DOWN TO DRAWINGS. SUBSTRATE BELOW. TAKE CARE NOT TO pSF� REMOVE MATERIALS THAT WOULD ALLOW C��oCT/V /• REMOVE EXISTING WALL COMPLETE. REFER INCLEMENT WEATHER TO ENTER AND p ��T/pN TO STRUCTURAL DRAWINGS. DAMAGE THE AREAS SCHEDULED TO REMAIN. T SD4.REFER TO ELECTRICAL, MECHANICAL AND AND L LOCAL PIPING COMPLETEIAND GAP FIRE PROTECTION DRAWINGS FOR EXTENT I I SUPPLIES AND WASTE FOR FUTURE OF REMOVALS AND PROCEDURES FOR 20 I CONNECTIONS. REFER TO MECHANICAL CAFFINO UTILITIES AKE SAFE' ARRANGEMENTS FORNrD 'MTES SCHEDULED DRAWINGS. TO REMAIN. REMOVE EXISTING ROOFING AND FLASHING COMPLETE TO SUBSTRATE BELOW. SD5.COORDINATE WITH OWNER PRIOR TO REMOVAL OF ANY TELEPHONE, GABLE N, REMOVE EXISTING AWNING I ( /// / ANDOFLA5HINICOMPLETE. REFEIR TO RIM SECURITY OR AV COMPONENTS. AND SUPPORT STRUCTURE ( I / / / ` ARCHITECTURAL DRAWINGS FOR 5D&.REFER TO SPECIFICATIONS FOR MORE I REPLACEMENT. INFORMATION REGARDING DEMOLITION I _ ' I `�` /' `\ /' I \ /' / / / REMOVE EXISTING EXTERIOR DOOR, ACTIVITIES. o CASING, TRIM AND FLASHING COMPLETE. 7 10 11 15 16 17 18 19 \ / REFER TO ARCHITECTURAL DRAWINGS FOR I I V I Ir—, I V ( I \� ( I I `� I REPLACEMENT. —� � —� ——,______——___ —� —� ` � REMOVE EXISTING CABINETRY AND FIXTURES COMPLETE. GAP ALL LOCAL UTILITIES, I /`\ I I `\ ( 11\ I i `\ COORDINATE REMOVAL OR RELOCATION DEMOLITION NOTES: ELECTRICAL DRAWIN5. I COMPLETE DEMOLITION OF ELECTRICAL EQUIPMENT WITH AND PDL MB NG EOUIPME� AND FIXTURES\ TYPICAL 1 1 DI. COORDINATE ALL REMOVALS WITH THE R ' \ \ WITH THE MECHANICAL DRAWINGS. SCHEDULED TO f \ BE REMOVED, CARE SHOULD REMOVE BE TAKEN TO DETERMINE IF STRUCTURAL XISTING TOILET PARTITIONS COMPONENTS EXIST WITHIN. SHOULD IT BE GOMPLETE EXISTING \ I DETERMINED THAT THE WALL OR ITEM TO BE REMOVED IS SUPPORTING OR 15 INTEGRAL \� 13 CONTACT THE ARCHITECT IMMEDIATELY. / 9 WOMEN'S ROOM EXISTING REMOVE EXISTING INTERIOR DOOR, FRAME\`J EXISTING � AND CASING COMPLETE. TO AN ITEM TO SCHEDULED TO REMAIN 771 HALL LIVING ROOM REM� 14 REOUIRED FORVE NO EXTERIOR HALL AS NEW WINDOW OR DOOR AS FRAMING, WALLS, FINISHES, ELECTRICAL, \ \ 9 11 12 II 71 13 RE. D2. REMOVE ALL CONSTRUCTION, INCLUDING \\\ II 5HOWN. REFER TO STRUCTURAL DRAWINGS, PLUMBING AND HVAC COMPLETE. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS REMOVE EXI5TING ASPHALT SHINGLES, FOR ADDITIONAL NOTES. 15 YMENT COMPLETE EXISTING npAT ———————————————, FLASHING AND UNDERLATO SUBSTRATE BELOW. REMOVE D3. REMOVE ALL FOUNDATIONS, SLABS ON i O II FOYER III) DEMOLITION, REMOVE ALL ———————— L_ II CONSTRUCTION, INCLUDING I ASSOCIATED GUTTERS WHERE REQUIRED GRADE, FOOTING5, FR05T WALLS AND Ii ———————— AND ALL RAIN WATER LEADERS OTHER STRUCTURAL ELEMENTS AS THEY MAY TO MECHANICAL AND I 11 II FOUNDATIONS COMPLETE. REFER ———————————— I COMPLETE. BE FOUND TO EXIST TO EARTH BELOW.1 ELECTRICAL DRAWINGS FOR ( I // \ REFER TO STRUCTURAL DRAWINGS FOR II ADDITIONAL REMOVALS PRIORII U v 16 EXISTIREMOEDTELEP ONLY FOR RELOCATION NE SYSTEM TO BE ADDITIONAL NOTES.TO DEMOLITION. REFER TO II STRUCTURAL DRAWINGS FORI I EXISTING I I I ` 13 AND RE-USE. REFER TO ELECTRICAL D4. REFER TO STRUCTURAL DRAWINGS FOR II ADDITIONAL NOTES REGARDING I DRAWINGS FOR NEW LOCATION. SPECIAL NOTES REGARDING STRUCTURE AND —_ EXISTING II OWNER TO REMOVE I STRUCTURE 5GHEDULED TO I I BAR I I I I L� EXISTING MURALS FROM REMAIN, I EARTH REMOVALS ADJACENT TO BUILDING OFFICE 'I THE WALLS IN THI5 AREA II I I I I I /7 REMOVE SLAB ON RADE AND FLOOR FRAMING 17 REFER TO STRUCTURAL DRAWINGS FOR GCOMPONENTS SCHEDULED TO REMAIN. ADDITIONAL DEMOLITION THI5 AREA. CONTRACTOR TO PROVIDE TEMPORARY u I PRIOR TO DEMOLITION. II I I I I I // THIS AREA COMPLETE. REFER TO STRUCTURAL SHORING AND / OR SUPPORT STRUCTURES TO DRAWINGS FOR TEMPORARY SHORING OR p REMOVE FOUNDATIONS, CONCRETE SLAB PROTECT BUILDING COMPONENTS SCHEDULED / / I I I I I ! UNDERPINNING AS REQUIRED. GG TO SCHEDULE 1 O AND STRUCTURE AS REQUIRED BY REMOVALS JOINTLY WITH PROPOSED NEW WORK. APPROXIMATE LOCATION OF ` STRUCTURAL DRAWINGS TO REMAIN. u I PROPOSED SERVICE LIFT D5. PROVIDE PROPER WEATHER PROTECTION TO — \ EXCAVATE EXI5TING GRADE FOR NEW SITETECT BUILDING COMPONENTS SCHEDULED TO REMAIN. WORK. REFER TO ARCHITECTURAL PLANS PRO REMOVE SLAB ON GRADR E AND FLOOR FRAMING �� FOSITE WORK. __ THI5 AREA COMPLETE. REFER TO STRUCTURAL =_ _ DEMOLITION CONTRACTOR ` D6. REFER TD SPEGIFIGATIONS FOR MORE DRAWINGS FOR TEMPORARY SHORING OR TAKE NOTICE THAT THI520 REMOVE EXI5TIN6 STONE OR BRICK INFORMATION REGARDING DEMOLITION UNDERPINNING AS REQUIRED. GG TO SCHEDULE WALL IS SCHEDULED TO BE ` PAVERS, MUDSET / BEDDING, CONCRETE ACTIVITIES. REMOVALS JOINTLY WITH PROPOSED NEW WORK. I I REMOVED. PROVIDE SLAB AND FOUNDATIONS COMPLETE TO PROPER 5HORIN5 EARTH BELOW. \ I I I BRACING AS REOUIREDDTO p EXISTING I I MAINTAIN INTEGRITY OFREMOVE EXI5TING STAIRS, STEPS, 10 11 15 17 18 19 r I BAR I I STRUCTURE TO REMAIN. 21 FRAMING AND FOUNDATIONS CO T ONS GONCRETE R HOOD TO OFFICE I I EG —_ I I I EARTH BELOW. LINE OF UNEGAVATED AREA, SLAB ON 22 REMOVE EXI5TING COLUMNS, BEAM, 1 I I I GRADE TO REMAIN. REFER TO STRUCTURAL \ RAFTERS AND ROOF FRAMING COMPLETE. ——————————J ( DRAWINGS FOR UNDERPINNING. / \ I I I I I I I \ I I I ( / REFER TO SITE PLAN FOR REMOVALS \ \ I I ———________ / / / \\ 23 REQUIRED AS PART OF THE PROPOSED \ \ —TIy--------- �--� I \ I \ DEMOLITION WALL LEGEND \ \ I 20 I ( I 1 I I EXISTING \\ ENTRY IN.\ 3 EXISTING WALL TO REMAIN. . . I I I I I \ Mo T/ \\ \ I I II n / pF DEMOLISH FINISHES,FRAMING TO REMAIN......... \ ------------------------� -------- r--------------- 1 21 I I / / BE ------------------------ — — -------------- EXISTING TO COMPLETELY........,... I / / EXISTING REMOVE EXISTING BLUESTONE I I DINING ROOM `� / BLUESTONE CURBING PALLATIZE I / EXISTING COMPONENT TO BE REMOVED COMPLETELY...... AND STORE AT THE DIRECTION OF O / . — THE OWNER. GG VERIFY ALL LOCATIONS IN FIELD. L——————— I I AT AREAS OF COMPLETE \ DEMOLITION, REMOVE ALL DEMOLITION CONTRACTOR TO COORDINATE WITHCONSTRUCT / \\ FOUNDATIONS COMPLETE.INCL DINO , GENERAL CONTRACTOR AND STRUCTURAL / J TO MECHANICAL AND ENGINEER FOR REMOVAL OF THE SLAB ON GRADE / ELECTRICAL DRAWINGS FOR AT THIS AREA. ONCE FLOOR FINISHES HAVE BEEN / ADDITIONAL REMOVALS PRIOR REMOVED GG TO SCHEDULE A MEETING WITH THE / TO DEMOLITION. REFER TO ARCHITECT AND STRUCTURAL ENGINEER TO 20 / DASHED LINE INDICATES APPROXIMATE I I STRUCTURAL DRAWINGS FOR DETERMINE FEASIBILITY OF USING THE EXISTING / LOCATION OF PROPOSED BUILDING I I ADDITIONALNOTES ORE OADRDIING SLAB ON GRADE. TIUCTURE ENVELOPE. I TO REMAIN. REMOVE EXISTING BLUESTONE / PATIO COMPLETE, PALLATIZE AND / STORE BLUESTONE FOR RE-USE AT THE DIRECTION OF THE OWNER. / / I / II II / / /%41 / / / / I I //�j/ I / / / %// DASHED LINE INDICATES APPROXIMATE / /'00>.00' LOCATION OF PROPOSED BUILDING / / ENVELOPE. / REMOVE EXISTING SLAB ON / GRADE AND FOUNDATION / // COMPLETE AT AREA OUTSIDE THE / NOTE: ———— ———— / / / PROPOSED FOOTPRINT OF THE 1-1 / NEW DINING ROOM. REFER TO / STRUCTURAL DRAWINGS. / this drawing is the property of the architect and has been prepared specifically for the owner / DASHED LINE INDICATES APPROXIMATEI I I / / for this project at this site and is not to be used for any other purpose,location or owner LOCATION OF PROPOSED D G without the written consent of the architect, ENVELOPE. / \ Y I I / o• P. �� PROPOSED RENOVATION /ADDITION FOR: FISHERS ISLAND CLUB FISHERS ISLAND, NY 20 / I REMOVE EXISTING BLUESTONE E / \� ( PATIO COMPLETE, PALLATIZE ANDS �?��,.�� DRAWN BY. / �//////,F N� RK �\� MAP. FINLAY JM TL STORE BLUESTONE FOR REUSE AT I THE DIRECTION OF THE OWNER. t"' ARCHITECTS, AIA DATE. I / 10/22/15 ( / �1 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 JOB NO.: 1502 C A l N PARTIAL FIRST DWG NO.: PARTIAL FIRST FLOOR DEMOLITION PLAN - PART B B SCALE: 1/4" = P-0" NOTE: DEMO. D-2 NOTE:DO NOT SCALE DRAWINGS, PLAN - PART B KEY PLAN REFER TO WRITTEN DIMENSIONS ONLY. FNO. ISSUED TO: DATE F2 BID SET 04/08/16 2 PERMIT SET 09/23/16 / DEMOLITION KEY NOTES DEMOLITION NOTES: / SELECTIVE DEMOLITION REMOVE EXISTING GYPSUM BOARD OR PLASTER WALL FINISH AND ELECTRICAL COORDINATE ALL REMOVALS WITH THE SDI. WIRING AND DEVICES COMPLETE TO WALL LICOORDINATE STRUCTURAL DRAWINGS. WHERE A WALL 15 EXISTING ' \\ ELECTRICAL REMOVALS KITH ELECTRICAL BE TAKEN TO DETERMINE IF STRUCTURAL SCHEDULED TO BE REMOVED, CARE SHOULD / \\ OFFICE#3 EXISTING '` • DRAWINGS. COMPONENTS EXIST WITHIN. SHOULD IT BE \\ 136 OFFICE#4 `• REMOVE EXISTING CEILING, ELECTRICAL DETERMINED THAT THE WALL OR ITEM TO BE 2REMOVED 15 SUPPORTING OR IS INTEGRAL ` STRUCTURE ABOVE. COORDINATE COMPLETE TO CONTACT THE ARCHITECT IMMEDIATELY. / \ 3 137 TO AN ITEM TO SCHEDULED TO REMAIN / \\ ELECTRICAL REMOVALS WITH ELECTRICAL \ 2 S DRAWINGS. 5D2.REFER TO EXTERIOR ELEVATIONS FOR / 7 3 10 REMOVE EXISTING FLOORING OR FLOOR EXTENT OF SIDING AND TRIM REMOVAL AND . FINISH COMPLETE TO SUBSTRATE BELOW. REPLACEMENT AT DOORS AND WINDOWS. / `• REMOVE EXISTING FLOORING, SUBSTRATE 5D5.REMOVE ALL EXISTING ROOFING, GUTTERS AND FRAMING. REFER TO STRUCTURAL AND FLASHING MATERIALS DOWN TO PATCH AND REPAIR ROLLING DRAWINGS. SUBSTRATE BELOW. TAKE CARE NOT TO 13 EPDXY FLOORING AT FREEZER REMOVE MATERIALS THAT WOULD ALLOW / \ REMOVED WALLS. RACOMPLETE. INCLEMENT WEATHER TO ENTER AND EXISTING \ 7 TO SOTRUCTURAL DRAWING REFER DAMAGE THE AREAS SCHEDULED TO REMAIN. q OFFICE#2 , v REMOVE EXISTING PLUMBING FIXTURES / Mp 5P4.REFER ELECTRICAL,DRAW NGS FOR EXTENT 138 10 / '� � AND LOCAL PIPING COMPLETE AND GAP IRE PROTECTION SUPPLIES AND WASTE FOR FUTURE AL T ES ANDPROCEDURES E OF REMOVLS AND OR REFER U 2 5 , ' ` CONNECTIONS. FER TO MECHANICAL DRAWINGS. ARRANGEMENTS FOR UTILITIES SCHEDULED I • \ 3 10 EXISTING REMOVE EXISTING ROOFING AND FLASHING TO REMAIN. PREP AREA COMPLETE TO SUBSTRATE BELOW. 5D5.COORDINATE WITH OWNER PRIOR TO / F 135 REMOVAL OF ANY TELEPHONE, GABLE TV, PATCH AND REPAIR 8 REMOVE EXISTING WINDOW, CASING, TRIM SECURITY OR AV COMPONENTS. / EPDXY FLOORING AND FLASHING COMPLETE. REFER TO AT / REFER TO ELECTRICAL AND REMOVED WALLS. \ � MECHANICAL DRAWINGS FOR ARCHITECTURAL DRAWINGS FOR SD6.REFER TO SPECIFICATIONS FOR MORE ��' Q� •/ / / / EXTENT ODUREMOVALS IN AREAS AC O REPLACEMENT. INFORMATION OT R ARES N REGARDING DEMOLITION o SC REMOVE EXISTINO EXTERIOR OP, GASGRIM AND F A HINOCOMPL COMPLETE. 7 10 11 15 16 17 18 19 REPLACEMENT. �4.\ EXISTING \/ REF. / REFER TO ARCHITECTURAL DRAWINGS FOR SERVICE ENTRY ' / uJ,�`� \ / �oow /' \ / / q� / REMOVE EXISTING CABINETRY AND Qo / 134 9 FIXTURES COMPLETE. GAP ALL LOCAL / ,U� \ PATCH AND REPAIR UTILITIES. 2k •�' \ EPDXY FLOORING COORDINATE REMOVAL OR RELOCATION DEMOLITION NOTES: wow \ EXISTING CRAWL / 10 v OF ELECTRICAL EQUIPMENT WITH � � \ SPACE BELOW THIS ' , / ELECTRICAL DRAWINGS. COMPLETE DEMOLITION q \ ROOM TO REMAIN '' "' COORDINATE REMOVAL OF MECHANICAL �IQUy 20 •/ \ REF /' 11 DI TH THE AND PLUMBING EQUIPMENT AND FIXTURES STRUCTURAL L DRAWINGS REMOVALSORDINATE ALL I WHEE A WALL IS EXISTING WALK-IN WITH THE MECHANICAL DRAWINGS. SCHEDULED TO BE REMOVED, CARE SHOULD / \ DRY GOODS FREEZER / BE TAKEN TO DETERMINE IF STRUCTURAL REF. 12 REMOVE EXISTING TOILET PARTITIONS COMPONENTS EXIST WITHIN. 5HOULD IT BE REMOVE EXISTING ROOFING, \ EXISTING BASEMENT STORAGE / COMPLETE. DETERMINED THAT THE WALL OR ITEM TO BE SHEATHING AND FRAMING OVER THE BELOW THIS AREA TO BAY WINDOW THIS AREA. BUT \ REMAIN 133 DOUBLE REMOVED IS SUPPORTING OR IS INTEGRAL CONTACT ARCHITECT AND STRUCTURAL 1 O OVEN W/ EXISTING BASEMENT 13 AND0GA5 NG COMPLETE INTERIOR DOOR, FRAME TO AN ITEM TO SCHEDULED TO REMAIN BELOW TH15 AREA TO /' CONTACT THE ARCHITECT IMMEDIATELY. ' ENGINEER PRIOR DI REMOVING HOOD RIOR HALL AS D2. REMOVE ALL CONSTRUCTION, INCLUDING ' FRAMING FOR ADDITIONAL DIRECTION. i EXISTING ROLLINIG ABOVE REMAIN /' 14 REOREM�RED FOR NEW WVE EXISTINe INDOW OR DOOR AS FRAMING, WALLS, FINISHES, ELECTRICAL, DINING KITCHEN SHOWN. REFER TO 57RU07URAL DRAWINGS. ' EXISTING I PLUMBING AND HVAC COMPLETE. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS ' PRIVATE DINING 127 o / REMOVE EXISTING ASPHALT SHINGLES, FOR ADDITIONAL NOTES. REFER TO ELECTRICAL AND 1 S FLASHING AND UNDERLAYMENT COMPLETE I I 126 0 / MECHANICAL DRANIIN05 FOR TO SUBSTRATE BELOW. REMOVE D3. REMOVE ALL FOUNDATIONS, 5LA55 ON 0 EXTENT OF REMOVALS IN THI5 ASSOCIATED GUTTERS WHERE REQUIRED GRADE, FOOTINGS, FR05T WALLS AND 3 AND ALL RAIN WATER LEADERS OTHER STRUCTURAL ELEMENTS AS THEY MAY REMOVE EXISTING AWNING I , /• ROLLING AREA. COMPLETE. BE FOUND TO EXIST TO EARTH BELOW. ( REFER TO STRUCTURAL DRAWINGS FOR AND SUPPORT STRUGTI � ROLLING /• 16 EXISTING TELEPHONE SYSTEM TO BE ADDITIONAL NOTES. REMOVED CAREFULLY FOR RELOCATION WALK-IN MEAT REF. WALK-IN AND RE-USE. REFER TO ELECTRICAL D4. REFER TO STRUCTURAL DRAWINGS FOR REFRIGERATOR DRAWINGS FOR NEW LOCATION, SPECIAL NOTES REGARDING STRUCTURE AND REFER TO STRUCTURAL DRAWINGS FOR EARTH REMOVALS ADJACENT TO BUILDING / REFER TO ELECTRICAL AND 17 COMPONENTS SCHEDULED TO REMAIN. / MECHANICAL DRAWINGS FOR /• ADDITIONAL DEMOLITION THIS AREA. CONTRACTOR TO PROVIDE TEMPORARY EXTENT OF REMOVALS IN AREAS SHORING AND /OR SUPPORT STRUCTURES TO ——_ — SCHEDULED TO REMAIN. • ` 18 REMOVE FOUNDATIONS, CONCRETE SLAB PROTECT BUILDING COMPONENTS SCHEDULED AND STRUCTURE AS REQUIRED BY TO REMAIN. OWNER OGGUPAN REF. EXISTING STRUCTURAL DRAWINGS ' D5. PROVIDE PROPER WEATHER PROTECTION TO I. IT 15 THE I ENT OF THE OWR TO LIQUOR / 19 EXCAVATE EXISTING GRADE FOR NEW SITE PROTECT BUILDING COMPONENTS SCHEDULED OCCUPY T E E I5TING KIT EN AND STORAGE WORK. REFER TO ARCHITECTURAL PLANS TO REMAIN. / PRIVATE INI G ROOM F M FOR 51TE WORK. 22 / / MARCH 10, Il UNTIL O OBER 15, 132 / D6 REFER T SPECIFICATIONS REGARDING FOR ORE 2REMOVE MORE 01'1. ` /' 20 PAVERS, MUD5E GSTONE BEDDI NG, ERICK ACTIVITIES. ——————————--- r— 2. CONTRA OR TO REF R TO ' ` • SLAB AND FOUNDATIONS COMPLETE TO ��1 SPEGIFI ATION SECT ON 01010 - EARTH BELOW. L JJ / SUMMA Y OF WOR FOR ROLLING '�' 10 11 1S 17 18 19 ADDIT ONAL INFO ATION. 0 21 REMOVE EXISTING STAIRS, STEPS, RAILINGS, PAVING, CONCRETE OR WOOD FRAMING AND FOUNDATIONS COMPLETE TO 0 EARTH BELOW. SF o�M`QCT REMOVE EXISTING COLUMNS, BEAM, °�Mpp<F /oN CREAM RAFTERS AND ROOF FRAMING COMPLETE. `ir�oN / REF. 23 REFER TO SITE PLAN FOR REMOVALS EXISTING / REQUIRED AS PART OF THE PROPOSED TABLE STORAGE 51TEWORK. EXISTING 0 131 REFER TO ELECTRICAL AND OFFICE#1 MECHANICAL DRAWINGS FOR I 128--1 .` EXTENT OF REMOVAREA. IN THIS DEMOLITION WALL LEGEND ROLLING EXISTING WALL TO REMAIN....................................... DEMOLISH FINISHES,FRAMING TO REMAIN......... REF. \V I I I ``� I `/ REFRIGERATOR \\ •^ ' / ————1———— ————'———— \\ / ' ` EXISTING TO BE REMOVED COMPLETELY............ 7/2 ROLLING \\ GENERAL KITCHEN NOTES: EXISTING COMPONENT TO BE REMOVED COMPLETELY....... }———— I. EXISTING EPDXY FLOORING TO REMAIN. L,� \,J L,/ J /' 2 10 2. EXISTING CEILING, LIGHTING, ICE PLUMBING, FIRE PROTECTION, HVAC, ELECTRICAL AND LOW VOLTAGE TO REMAIN UNLESS OTHERWISE NOTED. EXISTING BEVERAGE 3. EXISTING KITCHEN WILL REMAIN OPERATIONAL DURING DEMOLITION 129 / AND CONSTRUCTION (IN SEASON). EXISTING \ PATCH AND REPAIR /' CONTRACTOR TO PROVIDE PROPER EPDXY FLOORING AT PROTECTION. HALL PATCH AND REPAIR REMOVED WALLS. EPDXY FLOORING AT EXISTING 0 13 REMOVED WALLS. EXISTING / TERRACE TO 4. CONTRACTOR TO PROTECT �\\ DISH WASHER REMAIN. UTILITFROMES DAMAGE CAUSTO E REMAIN SE BY 130 DEMOLITION DUST AND DEBRIS. --------------- \ \ \\ D 15H- / \ \ WASHER REFER TADDITIIONAR51TE PLAN NOR< IN TOWS I G � • ♦ I I EXISTING I ( I I ` 13 1 2 10 I I BAR REMOVE SLAB ON GRADE AND FLOOR FRAMINGTH15 AREA ' DRAWINGS FOR COMPLETE.URAL EMPORARY SHORING, OR \\ • `• / UNDERPINNING AS REQUIRED. GG TO SCHEDULE \ REMOVALS JOINTLY WITH PROPOSED NEW WORK. I I APPROXIMATE LOCATION OF 1 PROPOSED SERVICE LIFT THIS LINE INDICATES HE LINE OF PROTECTION _ I— — — — — — — REQUIRED FOR OWNER OCCUPANCY FROM MARCH �N GRADE AND FLOOR FRAMING W 10, 2011 UNTIL OCTOBER 15, 201-7 WHERE THE PI FTF RFFFR TO STRIJe TI1RAl DEMOLITION CONTRACTOR KITCHEN AND PRIVATE DINING ROOM WILL BE OCCUPIED DURIN NSTRUCTION. TAKE NOTICE THAT THIS WALL 15 SCHEDULED TO BE REMOVED. PROVIDE PROPER SHORING AND BRACING AS REQUIRED TO MAINTAIN INTEGRITY OF STRUCTURE TO REMAIN. LINE OF UNEGAVATED AREA, SLAB ON GRADE TO REMAIN. REFER TO STRUCTURAL \ DRAWINGS FOR UNDERPINNING. / �� \\ i NOTE: this drawing is the property of the architect and has been prepared specifically for the owner for this project at this site and is not to be used for any other purpose,location or owner \ i \ \ without the written consent of the architect. \\ \\ ` ��aeo AA�'yi/�� PROPOSED RENOVATION/ADDITION FOR: FISHERS ISLAND CLUB FISHERS ISLAND, NY / oN°F�Mp��ri DRAWN BY: ' 0. �� MARK P. FINLAY JM TL o F � � ARCHITECTS, AIA DATE: 10/22/15 JOB NO.: / A N 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 1502 C ' PARTIAL FIRST DWG NO.: PARTIAL FIRST FLOOR DEMOLITION PLAN - PART C B FLOOR DEMO. D-3 SCALE: 1/4 = 1 -0 NOTE:DO NOT SCALE DRAWINGS, PLAN - PART C KEY PLAN REFER TO WRITTEN DIMENSIONS ONLY. NO. ISSUED TO: DATE EXISTING FIRE PROTECTION SYSTEM NOTE FIRE PROTECTION DEMOLITION NOTES THE EXISTING FIRE SERVICE AND FIRE SPRINKLER SYSTEM SHALL REMAIN ACTIVE WHILE FIRE PROTECTION DEMOLITION NOTES THE EXISTING KITCHEN IS IN USE. DATE OF EXISTING KITCHEN OPERATION IS FROM 5/10/17 UNTIL 10/15/17. 1. THE FIRE PROTECTION CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING SYSTEMS AND CONDITIONS IN AREAS OF RENOVATION. 2. ALL EXISTING PIPING AND EQUIPMENT SHOWN HAS BEEN TAKEN FROM THE BEST INNOVATIVE ENGINEERING AVAILABLE EXISTING INFORMATION. THE DRAWINGS ARE DIAGRAMMATIC AND ALL PIPING AND DEVICES MAY NOT BE SHOWN.THE INTENT OF THESE DRAWINGS IS THAT IN ALL SERVICES, L L C AREAS OF RENOVATIONS THAT THESE SYSTEMS ARE REMOVED AS NOTED WHETHER OR FIRE PROTECTION GENERAL NOTE NOT SHOWN. I AN INTEGRATED ENGINEERING + DESIGN FIRM REFER TO DRAWING FP-400 FOR ALL FIRE PROTECTION SYMBOLS, LEGENDS & 3. THE FIRE PROTECTION CONTRACTOR SHALL REMOVE ALL FIRE PROTECTION PIPING 64 THOMPSON STREET, SUITE A101 ABBREVIATIONS. SYSTEMS INCLUDING BUT NOT LIMITED TO SPRINKLER/STANDPIPE, SPRINKLERS EAST HAVEN, CT 06513 HANGERS, VALVES, SWITCHES, AND DEVICES AS SHOW OR INDICATED ON THE TEL: 203.467.4370 DRAWINGS. COORDINATE WITH ELECTRICAL CONTRACTOR ALL WIRING WORK RELATED TO WEB: WWW.IESLLC.BIZ DEVICES BEING REMOVED. 4. ALL PIPING TO BE REMOVED SHALL BE REMOVED COMPLETELY CAPPED AS SHOWN SPRINKLER DEMOLITION LEGEND WITHOUT LEAVING ANY DEAD ENDED PIPING OR ABANDONED PIPING. 5. NO FIRE PROTECTION EQUIPMENT OR DEVICES THAT HAVE BEEN DISCONNECTED OR oRE REMOVE EXISTING PENDENT SPRINKLER, MAINTAIN EXISTING ABANDONED SHALL REMAIN. SPRINKLER BRANCH PIPING FOR NEW DRY SPRINKLER. 6. IT IS THE INTENT OF THESE DRAWINGS THAT ANY AND ALL DEVICES REMOVED SHALL �� EXISTING UPRIGHT SPRINKLER AND ASSOCIATED SPRINKLER NOT BE REUSED SUCH AS SPRINKLERS, BUT ONLY NEW SHALL BE INSTALLED. BRANCH PIPING SHALL REMAIN. 7. ANY SYSTEM OR EQUIPMENT TO REMAIN ACTIVE DURING RENOVATION SHALL BE KEPT IN OPERATION BY PROVIDING TEMPORARY CONNECTIONS AS REQUIRED UNTIL NEW ®R REMOVE EXISTING SPRINKLER BACK TO MAIN AND CAP. SYSTEMS ARE INSTALLED AND OPERATIONAL. 8. ALL SERVICE INTERRUPTIONS SHALL BE COORDINATED WITH THE OWNER AND, THE FIRE MARSHAL MUST BE CONTACTED IN ADVANCE PRIOR TO COMMENCEMENT OF ANY WORK. 9. THE FIRE MARSHAL AND OR THE INSURANCE UNDERWRITER SHALL BE CONTACTED TO REVIEW AND APPROVE THE EXTENT OR PHASING OF THE FIRE PROTECTION DEMOLITION IN ORDER TO PROTECT THE OCCUPANTS AND PROPERTY.THESE DOCUMENTS DO NOT ADDRESS THE PHASING OF THE SYSTEM REMOVAL, ONLY THE EXTENT. 10. THE FIRE PROTECTION CONTRACTOR SHALL ALSO REVIEW THE ARCHITECTURAL DEMOLITION DRAWINGS AS PART OF THIS CONTRACT FOR ADDITIONAL INFORMATION AND REQUIREMENTS. EXIST 3"FIRE MAIN UP FROM BASEMENT TO REMAIN EXIST 3" DRY FIRE MAIN UP ATTIC TO REMAIN, DISCONNECT FROM EXISTING MAIN IN STORAGE ROOM \\ EXIST 4"COMBINATION DOMESTIC WATER AND FIRE SERVICE SHAD- REMAIN FOR / EIS DOMESTIC WATER USE ONLY EXISTING OFFICE M4 REMOVE EXIST 7 / FDC AND BELL / ETR --� \`-4- EEXISTING ETR / \ / 138 / \\\\ // - / \`\ n\ ETR / / EXISTING // �h a \\ \ / r \ /� REMOVE EXIST DRY PREP AREA PIPE VALVE ATBASEMENT y, AND ALL ASSOC A DL TRIM 3/ ETR AND EQUIPMENT ...................................'..:. EXISTING SERVICE ENTRY F-13-41ETR Y: ............ .. ETR / J J/ EXISTING \ / - ETR RE DRY ETR EXISTING I:.•r77...a..cc. \ \ \ \ \ \\ EXISTING \ \ l / / / STORAGE \ \ PROSHOP \ /� 133 / / c 7 ATING / ;;I ;',' O EXIST SPK TEST RE EXISTING I / ® // nINB�cKrrcHEN ® r/ ETR I y,Rw.:•"�RE CONNECTION PRIVATE DINING 127 e �.'.:< .................� 126 I / a \\ \\ ® EXISTING \\\ \\\ PROSHOPOFFICES \\\\ \\\\ / R EXISTING COLD KITCHEN RE RE // a WR _....... ® STORAGE O / 13 r-V L---------------' r-� L-------------J r-� L-------------J r-� i� / / R / RE RE EXISTING L_J L \\\ \\\ PROSHOP OFFICES . y -- > r / ®RE RE \\ \ \ �%— i'� \ R \\\ 'i' \\ iii' \\ ��i'(i' \�� I I ® // / ` // ® // ®RE EXISTE4G •O /^ \\�.j '/ I I <`� / ® RE RE / TABLE STORAGE ♦ i \ �Y \ EXISTING \\ \ ♦ OFFICE#1 ® / 3 \\\ \\ \ \\AF , I I �/' \ / RE \ EXISTING V ii' \\ /'' I r`\\ /' / \ / /r \\ \\ MEN'S ROOM I \ \` WALK-IN I I _ I I I I I I I / REFRIGERATOR / ♦ / - - I -- ---- -Cr------ -- ---- -� / \\ \ \\ �� \\ O ♦ �� I 1 LF ' F---- I I F--- I R \ \\ \\\\ ��' \ \\ ♦ I 11\ I I I 11\ I I \\ I I I \\ I I �` R / \\ \�\` �� \\ ♦ 1 I i / \ 1 U I / \ I I / \ I U L,' `_J L-. `,J L-' `_J R ®RE / / i/ i EXISTING BEVERAGE EXISTING \\ I I I / \\ ® WOMEN'S ROOM I I I EXISTING R / EXISTING HALL LIVING ROOM n / \\ DISH EXISTING R // O EXISTING i � � R RE i L --------�_ , ----------- I11 III Iq IFOYE --- 1 { / III I �/ IILII I \y I EXISTING I I I I I EXISTING I III I I I kAR II I I L \ \ OFFICE I Ip III I I I D I I I U ``` R O \\ \err'1 // �I \ I I III I -- ---- I' EXISTING BAR \\ III EXISTING DTII I ------- -_ -_- 1 1-------- J I I O \\\ I;I OFFICE I LT_______ ____ ____ � �\ /� r-__--,r� F--------I O T/ N L– ru--------J�– J ----I-r7-J I I \\ I I I I ----------- I I{ O \�\ I L--- - I 14� }�i I I I II�i Iil---------------- -1 I /V I/' \\`\ `• __ _ ___ \\ I I I I I I I I EXISTING \\ III III I I I 1 I I ENTRY n \\ III III I \ O r` \\ � � L _;0 ----------------------- I I rillI I!L Jul I V EXISTING (n I I I I I DW WG ROOM --------L FIRE PROTECTION DEMOLITION LOWER LEVEL PLAN SCALE: 1/8"= 1'-0" n `,J I � / I `� / II �, � O O I � i O LL- Ci i 0 I L----- ---- ---- i i i / U --- -- --- ----- ----- --- ---- Q t I \\ i 41 PERMIT SET - 09/23/16 o L) NOTE: 0A14NI- d + _ this drawing is the property of the architect and has been prepared specifically for the owner NNfor this project at this site and is not to be used for an other purpose,location or owner P 1 y without the written consent of the architect. In FIRE PROTECTION DEMOLITION FIRST FLOOR PLAN SCALE: 1/s"= 1'-0" �m _ {�>; PROPOSED RENOVATION/ADDITION FOR: �. : *; `` o o FISHERS ISLAND CLUB J j✓ 0 75T( FISHERS ISLAND,NY DRAWN BY: W M RK P. FINLAY JM TL ARCHITECTS, AIA 10/22/15 / 41 JOB NO.: 096 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 1502 N 0 /^y n- 1 N DWG NO.: FIRE PROTECTION CN $ DEMOLITION LOWER / coU LEVEL AND FIRST FPD-100 N O d NOTE:DO NOT SCALE DRAWINGS, FLOOR PLAN N KEY PLAN REFER TO WRITTEN DIMENSIONS ONLY. W C� PLUMBING DEMOLITION NOTES EXISTING PLUMBING SYSTEM NOTES NO. ISSUED TO: DATE 1 DPH SUBMISSION 06-23-16 1. THE PLUMBING CONTRACTOR SHALL REMOVE ALL PLUMBING FIXTURES, CARRIERS, THE EXISTING PLUMBING SYSTEMS SHALL REMAIN ACTIVE WHILE THE EXISTING TRIM, ACCESSORIES, EQUIPMENT, FLOOR DRAINS AND PIPING AS SHOWN OR KITCHEN IS IN USE. DATE OF EXISTING KITCHEN OPERATION IS FROM 5/10/17 INDICATED ON THE DRAWINGS. UNTIL 10/15/17. 2. ALL PIPING TO BE REMOVED SHALL BE REMOVED COMPLETELY OR AS OTHERWISE SHOWN OR INDICATED ON DRAWINGS. ALL PIPE HANGERS, SLEEVES, RISER CLAMPS, ETC. SHALL BE REMOVED COMPLETELY WITH PIPING. NO EXISTING HANGER SYSTEMS SHALL BE REUSED FOR NEW PIPING. INNOVATIVE ENGINEERING 3. ALL PIPING TO BE REMOVED SHALL BE REMOVED TO BELOW FLOOR, ABOVE SERVICES, L L C CEILING OR IN WALLS BACK TO MAINS OR SHUT OFF VALVES AT MAINS AND PROPERLY CAPPED PER CODE WITHOUT LEAVING DEAD ENDED PIPING. I r AN INTEGRATED ENGINEERING + DESIGN FIRM 4. NO EQUIPMENT OR DEVICES THAT HAVE BEEN DISCONNECTED AND OR C 64 THOMPSON STREET, SUITE A101 ABANDONED SHALL REMAIN. EAST HAVEN, CT 06513 5. ALL EXISTING PIPING AND EQUIPMENT SHOWN HAS BEEN TAKEN FROM THE BEST TEL: 203.467.4370 AVAILABLE EXISTING INFORMATION. THE DRAWINGS ARE DIAGRAMMATIC AND ALL WEB: WWW.IESLLC.BIZ FIXTURES, PIPING, AND DEVICES MAY NOT BE SHOWN. THE INTENT OF THESE DRAWINGS IS THAT IN ALL AREAS OF RENOVATION THAT THEY ARE REMOVED, WHETHER OR NOT SHOWN. 6. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH THE EXISTING SYSTEMS AND CONDITIONS IN AREAS OF RENOVATION. 7. ANY SYSTEMS OR EQUIPMENT TO REMAIN ACTIVE DURING RENOVATION SHALL BE KEPT IN OPERATION BY PROVIDING TEMPORARY PIPING CONNECTIONS AS REQUIRED UNTIL NEW SYSTEMS ARE INSTALLED AND OPERATIONAL 8. THE PLUMBING CONTRACTOR SHALL COORDINATE WITH THE OWNER, CM, AND OR GENERAL CONTRACTOR ANY AND ALL PHASING OF THE PLUMBING DEMOLITION WORK IN ORDER TO SATISFY THE CONSTRUCTION SCHEDULE AND OWNERS OCCUPANCY REQUIREMENTS. 9. ANY FIXTURE OR EQUIPMENT TO BE REMOVED AND REUSED OR TURNED OVER TO THE OWNER, AT OWNERS REQUEST, OR AS INDICATED ON THE DRAWINGS SHALL BE CAREFULLY REMOVED AND STORED TO PREVENT DAMAGE. 10. THE PLUMBING CONTRACTOR SHALL ALSO REVIEW THE ARCHITECTURAL DEMOLITION DRAWINGS AS PART OF THIS CONTRACT FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 11. ALL SERVICE INTERRUPTIONS SHALL BE COORDINATED AND APPROVED WITH THE OWNER IN ADVANCE PRIOR TO COMMENCEMENT OF ANY WORK. 12. THE PLUMBING CONTRACTOR SHALL COORDINATE HIS DEMOLITION WORK WITH THAT OF OTHER TRADES IN ORDER TO AVOID CONFLICTS. EXISTING 3" GREASE WASTE 13. THE CONTRACTOR SHALL CONFORM TO APPLICABLE STATE AND LOCAL CODES BURIED TO REMAIN, SEE SITE CML DRAWINGS FOR FOR THE DISPOSAL OF DEMOLITION DEBRIS. CONTINUATION EXISTING 4" SANITARY WASTE BURIED TO REMAIN, SEE SITE CIVIL DRAWINGS FOR CONTINUATION EXISTING BACKFLOW EXISTING PREVENTER FOR OFFICE#3 EXISTING 4" COMBINATION / \ j EXISTING IRRIGATION 136 EXISTING#44 TO REMAIN AND WATER SERVICE NDSERVE -\ \\ / SYSTEM F137 // DOMESTIC WATER ONLY. SEE / SITE CIVIL DRAWINGS FOR CONTINUATION EXISTING 3/4- EXISTING DOMESTIC / CW TO REMAIN �� WATER/FIRE SERVICE EQUIPMENT SHALL BE EXISTING OFFICE A2 �\� REMOVED / / / ,\ 138 // i DISCONNECT WASTE PIPE AT / EXISTING / \ y \\ \ /, , PREP AREA EXISTING SINK, PROVIDE EXISTING DOMESTIC WATER / �'` a \\ \ r' �� r' i t /i NEW WASTE PIPE TO BOOSTER PUMP SHALL BE j j •\ REMOVE EXIST SINK, EXISTING FLOOR SINK, SEE REMOVED. MAINTAIN WATER i REMOVE ALL PIPING NEW WORK PLANS PIPING AFTER PUMP FOR NEW 1 / TRENCH r' BACK TO MAINS AND PO�NNNECTION. SEE NEW WORK \ \ \ \\ EXISTING BERVI-3 ENTRY v ..,-: / HANDWASH EX 134 �/ /�/ EXISTING 'i;''s�`; .;3`oa�•iV%' SINK ' GENERATOR ETR /: 3 0\ \\\\\ / ,/ii' / \\ ' / '� / EXIST H&CW AND WASTE I / � / EXIST 3"GREASE :;°*�': \� \ \� WASTE TO REMAIN 032,� PIPING DOWN FROM FIRST �. \ \ / / \ �/ / EXISTING , \ .. \\\ ISL 3 DRY GOODS / EXIST r l }(;'T'1 A..; / ETR �� FLOOR BAY POT sTORACE / 7 FLOOR / ISTING OIL FIRED BOILER \ EXISTING WATER \\ EXISTING \ / / / 1 O 1 3 / / / T l'$x`•,..,.. q y i,' , o \\ PROSHOP \\ / / / AND PAN C� SINK r SHALL REMAIN, SEE - 6 \\ \\ / / / 1 SINK O /i MECHANICAL DRAWINGS. q /, 0 �,� FILTER TO REMAIN EXISTING // i.I.Y 1 DwwGRITCHEN OO EXIST REMOVE BURIED MAINTAIN EXISTING CW MAKE EXISTING 1 / // / ,l PRIVATE DINING I / // 127 O ,// SINK PROPANE GAS ................ .0 �3 EXISTING PLUMBIN \\ \ I III , 126 / / O UNE TO BUILDING FIXTURES SMALL REMAI , \\ \ \ 1 11 1 / / EXIST 119 GALLON INDIRECT o 3 / O / // / ) MAINTAIN ALL PLUMBING ms'nNG\ PROSHOPOFFICES \\\ \\\\ I I 1 / / // EXISTING // FIRED DOMESTIC HOT WATER \ \ �I / PIPING SUPPLIES COLD KITCHEN HEATER TO REMAIN, REMOVE EXISTING H&CW PIPING. EXIST EXISTING WATER HEATER SHALL HAND W BE PROVIDED WITH NEW CW y, r SINK SUPPLY AND NEW HW OUTLET, a . / REFER TO NEW WORK PLANS, LI uoR WATER HEATER SHALL SERVE C STORAGE ALL NON—KITCHEN HW NEEDS C / 132 CAPACITY IS 584 GPH AT / 1O0'F DELTA T. / cI i J r r L-------------J \ EXIST 1,250 EXISTING �L_J L_J L_J L—J / EXIST PROSHOPOOFFICFS O err SINK / PROPANE TANK / 1 I O r // GALLON BURIED G \\ \\ / \ 1 / REMAIN REMOVE EXISTING GAS </ 1 \\ \\\ 1 r i EXIST O EXIST HW /// \ \ G{I, / ' DOWN FROM FIRST FLOOR SINK THELE STORAGE \ \ •cr ..z lit,. // EXISTING EMOVE EXISTING GAS PIPE DOWN ♦ v \ I / , TO EXISTING GAS \ EXIST CW 8w......_ .. / \\ \\ o ♦ \ \ I \\\ -I 1 / / '28 / /r Ct REGULATOR \\ \\ y '\\\ t �4\ EXIST HB TO \\ EXIST 4"SAN / V \ EXIST 4"SAN I U�i / ' REMOVE EXIS G \ BURIED / \\ \\ \ �� \ �� \\ \ I I // \\ / r EXISTING `\ \ � REMAIN \ / TO REMAIN / \\ \\ MEN'S ROOM �.. �\\ \\ I I \\ % I I I \\ // I ---- I--\\ % IPIPE --JL1L—_ I-- \\1'' --I —/ r' / wAI,R-INA ` / // O EXIS EXHAUST f KITCHEN HIEN APPLIANCESNG GAS TO ISS ALL r_�1 REFRIGERATOR \ //// // I C SDEPOFEBUILDING \\ / / ' \�\ \a o N:' ♦ I \L ----1---- --1C7�--- —1---- -- ----------- -- 1---- / UNE MOUNTED ON / LF \\ ♦ i I I / \ I U I / \ I I / \ �� EXIST / PROVIDE NEW GAS SUPPLY \\ \ \ y\ I I U I / \ I r REMOVE EXIST 100 GALLON / REMAIN, MAINTAIN PIPING. \\ \ \\ �� \ \\ ♦ � I I I � \ I I I I / \ I I � \ i I � \ I 1 L,' `�J L,' `_J / / MOIP GAS FIRED WATER HEATER AND / SINK // , / BASIN GAS SUPPLY, INSTALL NEW / NNECTION, REFER TO p NEW WORK PLANS �� / ' E VERAG ' ' O '' REMOVE EXIST LOCATION, SEE NE1Y WORK 0 �� F WATER HEATER IN SAME V \ -II / / \ BEVERAc 1 \ EXIST ICE \ FLOOR PLANS. EXISTING \\ \ V WOMEN'S ROOM \ I I I EXISTING \\ \ .J LIVING ROOM I I HALL , / a /, MACHINE DRAIN EXIST WATER �\ C� O / > 5------� �� I DIS ® FILTER SYS TEM 0 13u EXIST TO REMAIN EXISTING --------------- FLOOR F _ -------- \ SINK O _ ----- EXISTII IpIIIIM U / y �� 1 0 DISH TI EXISTING i i EXXLARG ;I i i `\ / ,C/ WASH OFFICE I Ip �h i I I D 1 I I I �� \ / �� \ EXIST JJ EXIST 1 PRE— \\ \ \ rFLOOR RINSE �I` _1J SINK •\` `� / 11 --- \\\\ i \\ I I LA \\ _-' \ I \ I I I I I EXISTING I >7 `,J I I r--------1 I I I BAR EXISTING BTU 1 -------- ---- �- 1--•------ J I 1 o I ; // - I OFFICE _______ ------- ------- I I L-1• � �\ � r------�r� C-------, 1 ,// ON \\�\ Ij[ O I — — -------- �— ---- 1 I I I 1\ i j I I 4 1 1I � — _ I �__/ I I / Il_ II _J L----I-1--T--J i I \♦ I I I L-----------J O \\\\ I I __ I I I i I I I III `�J -------------- —J L--- ----_— J i I 1 --------------- J \ \\ L---- --J II II I i I I11 — EXISTING U U \\ III I I I I I I 1 I I ENTRY u O \\\\ I I I I — I I II ��fIIf❑lllIl nO LJ- ------------------------ Ill 0 ------------------ / -----------1 --------------- I <' > v EXISTING GAS FIRED ROOFe�STTNc DINING ROOM \t / TOP UNIT, REFER TO I I L_________ j MECHANICAL DRAWINGS. p L---- --- ---------- DISCONNECT EXISTING GAS I v SUPPLY, REMOVE GAS PIPt\ `—JI II /i/ �' EXIISTINGNG AP PROPACK TO NE>, TANK PLUMBING DEMOLITION LOWER LEVEL PLAN SCALE: 1/8"= 1'-0" 41 0 II p IL rn M � ' .! tc/ �J � 2� U - • ami i i .:'� / // �O,O Q07 0 t �. . � � / 9oFESS10�P � --- — 0 I -----� A F-- PERMIT SET - 09/23/16 v I / I / 0 i ; NOTE: Uj j this drawing is the property of the architect and has been prepared specifically for the owner U I for this project at this site and is not to be used for any other purpose,location or owner -v r without the written consent of the architect. C: v c PLUMBING DEMOLITION FIRST FLOOR PLAN _ PROPOSED RENOVATION/ADDITION FOR: SCALE: 1/8"= 1'-0" FISHERS ISLAND CLUB rn FISHERS ISLAND,NY L DRAWN BY:/ TC G W MARK P. FINLAY JM TL DATE: ARCHITECTS, AIA 10/22/15 ]OB NO.: 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 152 a� 0 L_ d DWG NO.: 10 O N PLUMBING DEMOLITION 41/ PD-100 FIRST FLOOR PLAN KEY PL NOTE:DO NOT SCALE DRAWINGS, REFER TO WRITTEN DIMENSIONS ONLY. W_ NO. ISSUED TO: DATE ® INNOVATIVE ENGINEERING SERVICES, LLC AN INTEGRATED ENGINEERING + DESIGN FIRM RADIATION-ZONE-7 I E S 64 THOMPSON STREET, SUITE A101 p EAST HAVEN, CT 06513 TEL: 203.467.4370 r WEB: WWW.IESLLC.BIZ _ _ s e e SUPPLY-AC ONLY ♦ 0' e ♦ 10 eee , �� ,�'� OAw eee ! e � e e `,a ♦ ,� ee RADIATION-ZONE-7 / �,-Y .r• SUPPLY-HEAT ONLY / �`� a > "' M= ,* e .......^............ , , e ® ,e ♦ ,�, Q eee ' ♦ r / / / e ee 157 S ; �'IC:i #w.°vTI'°' � �\ �' AHU (HEAT ONLY) AHU (HEAT ONLY) ♦ e ♦ ...: ._ .. . ^ LOCATED IN V\..• r .r \ ATTIC-ME-6 6 GENERATOR i WAGE' 8"o UST UP DRY GOOD", RTU AC ONLY) e e EXHAUST , . .. / EXISTING EXHAUST ....i......._._. ! FANS AND DUCTS ;I T e EE , TO REMAIN LIVING ROOM AHU (3.OT) I 1 i I _. 1 , I I i■ I ' ..._) / s e ° COLD KITCHEN �4t.. q O, � I I � I / � ♦ U I I I / 000 i:: i:n'i I ds. 6 , H _ 'a O CUD, e ' 1��'.aT•�4�'� O 11 � ® "' a OFFICE 3/4" HWS 2-1/2- i ♦` , // ♦ \ ♦ / \\ ♦ eee a PRIVATE DINNING (TYP. 7 ZONES) Ott "� FLUE % / e '- -------------�- \ \ O e e 13 _-- r' `� ♦ / \ e C ♦ eee i� e • y ( g @ ...................... 3 4 HWR ' ! .IA 11::_`...._........ e e (TYP. 7 ZONES) \ ""c.`,':,r1iiY. GOLF SHOP \ i e % 3.OT LOCATED IN 9 AHU e ATTIC) AC AND e Q (HEAT ANDA 1000 TANK GALLON RTU ee ♦ 6 19 / r e - LOCATED IN IC O �. �v , Vi Yi; ---------------� ,r�1 i ---J �� HEAT-Z4I�E 4 ZONE 5 e ( ) r ! RTU R e `� 12 �i e ® T (15T) TO WHRTU ON I ♦ e �. ' e ♦ ® �. „.,. , , GRADE ♦ 11 -- - ♦ .":10. J ' ♦ ....__ ................_.._.__..._._. • Iv , MECHANI ♦ ;O - . �._._.::_�A.a ♦ CAL DEMOLITION NOTES e c �...�c.;=_-...... 0 ��h ee '_,,• ♦ _.,..,: O e 1O REMOVE AND RELOCATE EXISTING RTU (15.OT) EXISTING SUPPLY AND RETURN I / I DUCT TO REMAIN. RELOCATE RTU (1.5T) TO TEMPORARY LOCATION (ON GRADE) AND PROVIDE TEMPORARY EXTENDED CURB, CONNECT SUPPLY AND RETURN j 7► e,. m e e DUCTWORK (RUN EXPOSED) TO EXISTING SUPPLY AND RETURN DUCTWORK (LOCATED IN ATTIC). VERIFY DUCT SIZES AND LOCATION IN FIELD. 0 ♦ FLUE --1 j r'-�\ ��--1 / ,e� e ♦ 2O EXISTING AHU (HEAT ONLY), DUCTWORK CONNECTIONS, DIFFUSERS, PIPING �� I I I �\ �� I , �� ♦ e® i CONNECTIONS, CONTROL AND ACCESSORIES TO REMAIN. EXISTING DIFFUSERS, DUCTWORK CONNECTIONS, CONTROL, ACCESSORIES OF RTU y"W7' a a e PROPANE (7.6T AC ONLY) TO REMAIN. /4f, e WATER , es ;'t a EXISTING AHU, SERVING COLD KITCHEN, DIFFUSERS, DUCTWORK CONNECTIONS AND I r--i I� _ _ _ v _ _ __ /♦, SUPPLY DIFFUSER HEATER I I I / ACCESSORIES TO REMAIN. \ -t------- k�------ a ® ® =® m - a�_ ee OF RTU 5T) e a - ■�It� A j iii n I J/ \ (TYP•5) a O3 EXISTING AHU (3.OT, AC AND HEAT) SUPPLY/RETURN DIFFUSERS, DUCTWORK e CONNECTIONS, CONTROL AND ACCESSORIES TO REMAIN. O e 2 ® REMOVE ALL SUPPLY/RETURN DIFFUSERS AND DUCTWORK CONNECTIONS. `.� I I �' `� I `'� ^ r ,'/ ♦ O EXISTING RTU (7.5T AC ONLY) TO REMAIN. L_ -_J ee , t�� I © REMOVE EXISTING CU AND ASSOCIATED ACCESSORIES. �' e® �i �� EF i'�' MECHANICAL PARTIAL DEMOLITION LOWER PLAN - C ® 1 1 ��; ee t,, HOF , i::;IIj_'`e''r ♦ O EXISTING CU, SERVING AHU 3.OT (COLD KITCHEN) TO BE RELOCATED. (MAINTAIN �- i'.`.r�i. AND PROTECT) SCALE: 1/4"= l'-O" ® i�' e 9 laz '� i �.� ._......_.ys::._:. .: _..... ....,.,j ® EXISTING EXHAUST DUCT FROM OVEN AND ROOF MOUNTED FAN TO REMAIN. ®' EXISTING ROOF MOUNTED EXHAUST FANS, SERVING HOOD, TO REMAIN. � � =......_........ J ; " 1 /I� / \ \�`� ♦ HOOD 10 REMOVE EXISTING SUPPLY/RETURN DIFFUSERS, DUCTWORK CONNECTIONS BACK TO % / \\ ee ^\\ O MAINS. REMOVE EXISTING FINTUBE RADIATION. p �� ( REMOVE EXISTING HEATING WATER SUPPLY AND RETURN MANIFOLDS, 5 INLINE / PUMPS AND ACCESSORIES, CAP 2-1/2- HWS/R PIPING FOR FUTURE CONNECTION. liltii�' / \ ♦ PUMPS: ZONE #5 (MAIN KITCHEN), ZONE #6 (COLD KITCHEN), ZONE #7 - (RADIATION EAST OFFICE), ZONE #4 (PRIVATE DINING ROOM) AND PIPING TO ®------------------------------- REMAIN. L----=-------------- ___ I / / RTU �`�\ ®r----t'_---------------- ---I I i ,/�/' / (15.OT) / �`��/ ,� \i `\ .� 12 EXISTING BOILER AND ACCESSORIES TO REMAIN. oi� ------------------------- ` �`� / r i i \i \ C0 I®I I I I e� < / // `,��``,,'/ I 1 ♦ 13 EXISTING BOILER FLUE TO REMAIN. �h I I I \ // � \��/ 10"0 UP TO 14 EXISTING AHU (HEAT AND AC, 3T) TO REMAIN. ♦ / e ♦ ROOF MOUNTED 15 REMOVE EXISTING FIN TUBE RADIATION AND PIPING CONNECTION BACK TO MAINS. B10' EXISTING N. \ / / e e /! a FAN O I I �_10' I I I I \ e i i I I �♦ 1 \v\ // �\�`.�\ a `,ee ♦ 16 EXISTING FIN TUBE RADIATION TO REMAIN. 17 REMOVE AND RELOCATE EXISTING THERMOSTAT. a 1 114 I i I I I /,/' LOCATED REMOVE AND RELOCATE EXISTING CONDENSING UNIT. r I I I r I I / r ON ROOF _................__._..-_......._._... e` i ........-. 3 j�u I u I I �i -.. - - ................- "�`� I 19 EXISTING CU, SERVING PRIVATE DINING ROOM, TO BE RELOCATED (MAINTAIN AND O PROTECT). p LJ L___L__---- _ ___ _J -----i-------�_J ----i----i h— �\\\\\\\`\ EXISTING MECHANICAL SYSTEMS NOTE co I I I I LJI � �`� THE EXISTING MECHANICAL SYSTEMS SHALL REMAIN ACTIVE WHILE EXISTING ' I I� l l`�/_r i 18 \/ / KITCHEN IS IN OPERATION. DATE OF OPERATION IS 5/10/17 THROUGH 10/15/17 .- ......................._......._._......._. I �' I I I 1r�. I I O J E -----------------I O I I I I I O I / / / / _ PERMIT SET - 09/23/16 I I I , / , L I I I I I / , o �' i n C) Ing----- ----------� ' / u ~' °�'Irr�. NOTE: / II ------------------- I U41-------------------------------------� / ' this drawing is the property of the architect and has been prepared specifically for the owner -o �_. , .� for this project at this site and is not to be used for any other purpose,location or owner C 5 without the written consent of the architect. r-- I ;, MECHANICAL PARTIAL DEMOLITION FIRST FLOOR PLAN - C ,_ fR SCALE: 1/4"= 1'-0" �, ( .�� PROPOSED RENOVATION/ADDITION FOR: FISHERS ISLAND CLUB Ess► ' FISHERS ISLAND,NY rn 0fi fir„ w MARK P. FINLAY �rL / ARCHITECTS, AIA 10/22/15 ~' JOB NO.: 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 1502 a N DWGNO.: O MECHANICAL PARTIAL O / B DEMOLITION 0 LOWER LEVEL & MD-100 U O V) KEY PLAN NOTE:DO NOT SCALE DRAWINGS, FIRST FLOOR PLAN - C REFER TO WRITTEN DIMENSIONS ONLY. _J C.7 NO. ISSUED TO: DATE ® INNOVATIVE ENGINEERING SERVICES, LLC I ^ AN INTEGRATED ENGINEERING + DESIGN FIRM J 64 THOMPSON STREET, SUITE A101 EAST HAVEN, CT 06513 TEL: 203.467.4370 �— WEB: WWW.IESLLC.BIZ \ \ EXISTING \ \\ \\\\ IC / OFFICE 113 EXISTING OFFICE \\ FFICE 111 137 EXISTING - \ OFFICE#2 A TING RE ALL EXISTING/ ELECTRICAL ©5 DEVICES T¢/BE REMOVED. REMOVE AS§OCIATED BACK BOX, WI G & BACK SOURC ... \�\\ i \� / EXISTING�`:`� i�q`\,/ S, TRANSFER SWITEXISTING CH LOCATED OCATEDAND ASNOCIATED SERVICE ENTRY Z \�/i /� ELECTRICAL ROOM WITHIN LOWER 134 `/ LEVEL TO REMAIN AND BE REUSED EXISTING SMOKE DETECTORS T BE REPI;;CED WITH/NEW DEVI COORDINATE LpCATIONS ,�rCCi/ NEW LIGHT Fl RE LOCAT NS rrTr / \ ` r/ i EXISTING `\ \ \ \ \ \ \\ EXISTING \\ I // / \ DRY GOODS / \ / =�O \ \ \ \ \\ \\ / (/ / STORAGE PROSHOP 31 EXISTING EXISTING I / // DINING KITCHEN PRIVATE DINING I / // 127 \\ \\ EXISTING \\\ \ \\ I I' / I26 PROSHOP OFFICES \`\ `\ COEXISTING LD KITCHEN EXISTING KITCHEN TO REMAIN ACTIVE DURING CONSTRUCTION, COORDINATE \\� i / SHUT DOWN FOR RELOCATION OF - -------- EXISTING PANEL BOARD DURING OFF / HOURS. THE EXISTING FIRE ALARM /i EXISTING SYSTEM AND DEVICES SHALL REMAIN / -�- ` \\ \\ \\ \J / \\ \ \ _ r •\ `\ /// ACTIVE UNTIL THE INSTALLATION OF STORAGE 132 THE NEW FIRE ALARM SYSTEM AND /r r,;7-,7L-------------J i\1 ,--------------J L_____________J ASSOCIATED DEVICES ARE INSTALLED, EXISTING / \\ !�_`\ - - ��_J L_J� \\ r r \ /J / TESTED AMR THE NEW SYSTEM HAS BTED AND ISEEN PROSHOP OFFICES / \ \ ,r\\\�- S EXISTING ACTIVATED ONLY THEN CAN ALL THE ACT \ `\ \\ ^� %� \\\ ' >> \` \\\ I 1 / REMOVED // EXISTING 800 DISTRIBUTION PANEL FIRE ALARM DEVICES BE EXISTING TO REMAIN AND BE REUSED TABLE STORAGE \\ \\\ \\� a ♦ \\ /> EOXISCiNFG 131 \\ / / \ `\ \\ \\O ♦♦ ------------ r - 1 1281 EXISTING UTILITY TRANSFORMER V \\ \\ \\ ��\\ li \\�� •�\ \ I I i /�/ i i, ri TXF TO REMAIN UPGRADE CT CAB / \\ \ I // \,A AND EXISTING S \�\ 3j\ I f \\ /'�� I F``\ /'�� rte`\ /'�� I rte`\ /' / / / / / /, AND METER AS REQUIRED FOR 1 l i i `\ / /r ADDITION OF 2ND ELECTRICAL \ \\ \\ MEN'S ROOM // &\\ \ I I \ / \ / SERVICE AND FIRE PUMP. 0 i V I I �/ I �-4 I `�� I / J ReIWA BATOR i t COORDINATE ALL REQUIREMENTS \ \\ \ \< ♦ , I -- - ---D--- -_---- -- --- -- I --' / WITH UTILITY COMPANY n n -1 --- I I r / \ \\\ \\\\ /^ \ \\ ♦♦ < I I I / \ I II ��\ I I I f n\ / \ / Lam' ` J Lam' `_J LJ- I / / EXISTING EXISTING Y WOMEN'S ROOM `\ I I 1 F129 EXISTING EXISTING EXISTING / \\ L LIVING ROOM HALL y------1111 I1 I I // ��\ /^`' DISHWASHER EXISTING UI I I // v / 1311 FOYER I t._____--_—_—___—1 `` // (, \ Iq 1 I L- ---------- III UI I � M i �` y __, EXISTING I III III I I I IxI LL.__ — 11 I I \ OFFICE I IU ill I I I EMR I I 1 1 � ji E \�\ \\♦ I j UI I W I W I II I I (-\ .1111 _ ----Jj 1 I I __r_-_1 L� J �--�---- ,\\ I I --�----�, r-�J- v EXISTING PANEL BOARD TO \\\ \ I J 1 I r-------1 1 I 1 BAR I I PANEL FEEDER AND BRANCH �7 \\ \ I \ 1 II I I I EXISTING 1 I BE RELOCATED. EXTEND `\ EXISTING, `j L`_______ 1, �1________ _ J I I I i FEEDERS TO NEW LOCATION. T--- r------1 t-� F----=__� O `" Ilf'll -_ IJ IT l--J 1-----I-rte 1 i �-----------J �_ u___----_J Pli ;; I I I �� O \\\\\ I-L--— _--- ===J I r--- I J IIIL----- ----------- EXISTING a ,J ENTRY / \ \ 0 II II / II'I' II I J11 Iu < ) 0 I I I I I EXISTING _ 1 II II DINING ROOM \ / 1 I L------ qJ L------- I ------ 1] I 5✓f 0 C.. O O W J' LO r 0875 �L PERMIT SET - 09/2'3/16 I O 0 / NOTE: i I U ; this drawing is the property of the architect and has been prepared specifically for the owner U i i C for this project at this site and is not to be used for any other purpose,location or owner ELECTRICAL DEMOLITION FIRST FLOOR PLAN without the written consent of the architect. SCALE: 1/8"= 1'-0" t U_ PROPOSED RENOVATION/ADDITION FOR: rn FISHERS ISLAND CLUB FISHERS ISLAND,NY i LJJ MARK P. FINLAY DRAWN BY: JM TL v ARCHITECTS, AIA ATE: 15 U N JOB NO.: 0 96 OLD POST ROAD, SOUTHPORT, CT 06890 203-254-2388 1502 A N U7 DWG NO.: V O cV B ELECTRICAL DEMOLITION FIRST FLOOR PLAN ED- 100 OU N i C_ NOTE:DO NOT SCALE DRAWINGS, U) KEY PLAN REFER TO WRITTEN DIMENSIONS ONLY. i may' ,x INNOVATIVE ENGINEERING SERVICES, LLC - IES --- AN INTEGRATED ENGINEERING + DESIGN FIRM Preliminary Commissioning Report For FISHER ISLAND COUNTRY CLUB — FISHER ISLAND, NY 41r J j / Project Architect: MARK P. FINLAY ARCHITECTS,AIA Commissioning Provided By: INNOVATIVE ENGINEERING SERVICES May 2,2018 33 No.Plains Industrial Rd,Wallingford,CT06492 228 Park Ave.s#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz } INNOVATIVE ENGINEERING SERVICES, LLC IES-- AN INTEGRATED ENGINEERING + DESIGN FIRM TABLE OF CONTENTS Section Number Commissioning Plan 1 Test and Balance Report- preliminary 2 Mitsubishi Start-up Report—preliminary 3 Ductwork 4 Heat Pumps 5 Exhaust Fans 6 33 No.Plains Industrial Rd,Wallingford,CT 06492 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz SECTION 1 Per NY IECC SECTION C408 SYSTEMS COMMISSIONING C408.2.1 Commissioning Plan INNOVATIVE ENGINEERING t SERVICES, LLC — IES --- AN INTEGRATED ENGINEERING + DESIGN FIRM Preliminary Commissioning Plan For FISHER ISLAND COUNTRY CLUB—FISHER ISLAND, NY Project Architect: MARK P.FINLAY ARCHITECTS,AIA Project Engineer: INNOVATIVE ENGINEERING SERVICES Commissioning Provided By: INNOVATIVE ENGINEERING SERVICES November 29,2017 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 1 of 16 228 Park Ave.5#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz INNOVATIVE ENGINEERING { SERVICES, LLC - IES AN INTEGRATED ENGINEERING + DESIGN FIRM Table of Contents 1. Overview...............................................................................................................................................4 1.1 Abbreviations and Definitions......................................................................................................4 1.2 Purpose of the Commissioning Plan.............................................................................................4 1.3 Commissioning Scope...................................................................................................................5 1.4 Commissioned Systems.................................................................................................................5 1.5 Forms.............................................................................................................................................5 2. General Building Information...............................................................................................................5 3. Project Directory.................................................................................................................6 4. Commissioning Process ........................................................................................................................7 4.1 Commissioning Scoping Meeting.................................................................................................7 4.2 Initial Trade Submittals and Documentation................................................................................7 4.3 Prefunctional Checklists,Tests and Startup..................................................................................7 5. Development of Functional Test and Verification Procedures.....................................................9 5.1 Overview...................................................................................................................................9 5.2 Scope of Testing......................................................................................................................10 5.3 Development Process..............................................................................................................14 6. Execution of Functional Testing Procedures..............................................................................14 6.1 Overview and Process.............................................................................................................14 6.2 Deficiencies and Retesting......................................................................................................14 6.3 Sampling..................................................................................................................................14 7. O&M Manuals and Warranties...................................................................................................15 7.1 Standard O&M Manuals.....................................................................................................15 7.2 Commissioning Record.......................................................................................................15 8. Summary Report..........................................................................................................................15 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 2 of 16 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793,7729 www.iesllc.biz INNOVATIVE ENGINEERING SERVICES, LLC - IES - AN INTEGRATED ENGINEERING + DESIGN FIRM v---- 9. Schedule...........................................................................................................:..............................16 9.1 General Issues .............................................................................................................................16 9.2 Project Schedule..........................................................................................................................16 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 3 of 16 228 Park Ave.5#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz INNOVATIVE ENGINEERING SERVICES, LLC -- IES AN INTEGRATED ENGINEERING + DESIGN FIRM r— Commissioning Plan Project: PROPOSED RENOVATION/ADDITION FOR: FISHERS ISLAND CLUB FISHER ISLAND,NY 1. Overview 1.1 Abbreviations and Definitions The following are common abbreviations used in this document. A/E Architect and Design GC General Contractor Engineers CxA Commissioning Authority M Contractor's Mechanical Representative E Contractor's Electrical T Contractor's Testing,Adjusting, and Re resentative Balancing(TAB) Specialist C Contractor's Control's D Design Agency Representative Representative O Contracting Officer's U Using Agency's Representative Representative FPT Functional Performance PC Pre-Functional Checklist Test 1.2 Purpose of the Commissioning Plan The purpose of this commissioning plan is to provide scheduling, documentation, coordination, and testing responsibilities for the commissioning process. This plan provides a detailed explanation of required testing procedures, which will be prepared with the assistance of the individual Trade Contractors. The intent of this plan identifies how commissioning responsibilities are distributed. The intent of this plan is to evoke questions, expose issues, and resolve them with input from the entire construction team early in construction. 1.3 Commissioning Scope Commissioning is a systematic process of ensuring that building systems perform interactively according to the design intent and the owner's operational needs. This is achieved by documenting the design intent and acceptance requirements throughout the construction process. Commissioning during the construction of this project is intended to achieve the following specific objectives in accordance with the Contract Documents: • Ensure that equipment and systems are installed properly and receive operational checkout by installing contractors. • Verify and document performance of equipment and systems. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 4 of 16 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz INNOVATIVE ENGINEERING ` SERVICES, LLC IES AN INTEGRATED ENGINEERING + DESIGN FIRM • Ensure that O&M documentation is completed. • Differed testing due to unforeseen deferred tests, or end of Warranty review. 1.4 Commissioned Systems The following systems will be commissioned in this project. All general references to equipment in this document refer only to equipment that is to be commissioned. Systems(and all integral equipment controls) A. HVAC System: -Dedicated Outdoor Air Unit: DOAS-1 -Exhaust Fans EF-1,EF-2,EF-4, EF-5 and EF-6.Note: EF-3 was deleted. -Electric Unit Heaters EUH-1,2,3 and EUH-4,5 -Cabinet Unit Heaters: CUH-1 &CUH-2 -Variable Refrigerant Flow Units,branch controllers and associated condensers. Variable Frequency Drives B. BAS System C. Lighting Controls 1.5 Forms Specific Project Pre-Functional and Functional test requirements are in progress. 2. General Building Information Project: FISHER ISLAND CLUB Location: 20449 E Main Road,Fisher Island NY 06390 Square Feet: Renovation and Expansion to an existing Facility of approximately 39,000 square feet. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 5 of 16 228 Park Ave.5 988637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz 1 INNOVATIVE ENGINEERING ` SERVICES, LLC CIES -= AN INTEGRATED ENGINEERING + DESIGN FIRM 3. Project Directory Role Name Company Phone E-Mail A/E Architect Joseph Mulligan MPF 203-254-2388 jmulligan@markfmlay.com MEP Engineer Jeff Dow IES 203-467-4370 jdow@iesllc.biz CM General Contractor Ray Pagliarini C.E.Floyd 860-635-7111 RPagliarini@cefloyd.com CxA Commissioning Rick Bialecki IES 203-467-4370 rbialec i Authority ,iesllc.biz Contractor's M.J.Emonds M Mechanical Michael Emonds Mechanical 860-657-4554 mike@emonds.com Representative Contractor's E Electrical SNS 860-535-1233 Representative Contractor's ,I, Testing,Adjusting, Wings 203-481-4988 and Balancing (TAB)Specialist 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 6 of 16 228 Park Ave.S H88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz INNOVATIVE ENGINEERING SERVICES, LLC - IESs- AN INTEGRATED ENGINEERING 4 DESIGN FIRM 4. Commissioning Process 4.1 Commissioning Scoping Meeting A commissioning scoping meeting is planned and conducted by the CxA. The purpose of the meeting is to increase understanding by all parties of the commissioning process and assign responsibilities to appropriate parties. In attendance are the respective representatives of C.E. Floyd Company, and the mechanical, electrical, tab, and controls contractors. At the meeting, commissioning parties are introduced and the commissioning process reviewed. Management and reporting lines are determined. The flow of documents and the submittal data the CxA will receive are discussed. Also covered is the general directory of each party's responsibilities, as well as the proposed commissioning schedule. The meeting provides the CxA additional information needed to finalize the commissioning plan, including the commissioning schedule. Prior to this meeting, the CM provides to the CxA all drawings, specifications and the construction schedule by trade. The CxA keeps notes from the meeting and distributes them to each team member 4.2 Standard Trade Submittals The engineer provides all Trade Contractors responsible for commissioned equipment with commissioning documentation requirements for their respective equipment and systems. This data request typically coincides with the normal A/E submittal process. At minimum, this equipment data includes installation and start-up procedures, O&M data, performance data and control drawings. 4.3 Pre functional Checklists,Tests and Startup Prefunctional Checklists (PC) are important to ensure that the equipment and systems are installed and operational and that Functional Performance testing may proceed without unnecessary delays. Each piece of equipment receives Pre-functional checkout by the contractor. No sampling strategies are used. Pre-Functional checklists are completed in accordance with manufactures and Project documents. The Pre-functional Testing for a given system must be successfully completed prior to formal Functional Performance testing of equipment or subsystems of the given system. Prefunctional Checklists are primarily static inspections and procedures to prepare the equipment or system for initial operation (e.g. labels affixed, gauges in place, sensor calibration, item installed in a good workmanship type manner). Prefunctional checks may require observation of in-place system components prior to enclosure in walls or covering with insulation. Some Prefunctional Checklist items entail simple testing of the function of a component, a piece of equipment or system(such as rotation of a three phase pump motor of a Air Handler System). Prefunctional Checklists augment and are combined with the manufacturer's start-up checklist. TEST EQUIPMENT A. All standard testing equipment required to perform startup, initial checkout and functional performance testing shall be provided by the Contractor for the equipment being tested. For example, the mechanical contractor of Division 23 shall ultimately be responsible for all standard testing equipment for the HVAC&R system and controls system in Division 23, except for equipment specific, to and used by TAB in their commissioning responsibilities. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 7 of 16 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz r INNOVATIVE ENGINEERING SERVICES, LLC - IES-- AN INTEGRATED ENGINEERING + DESIGN FIRM B. Special equipment, tools, and instruments (specific to a piece of equipment and only available from vendor) required for testing shall be included in the base bid price to the Owner and left on site, except for stand-alone data logging equipment that may be used by the CxA. C. Proprietary test equipment and software required by any equipment manufacturer for programming and/or start-up, whether specified or not, shall be provided by the manufacturer of the equipment. Manufacturer shall provide the test equipment, demonstrate its use, and assist in the commissioning process as needed. Proprietary test equipment(and software) shall become the property of the Owner upon completion of the commissioning process. D. Data logging equipment and software required to test equipment will be provided by the CxA, but shall not become the property of the Owner. E. All testing equipment shall be of sufficient quality and accuracy to test and/or measure system performance with the tolerances specified in the Specifications. If not otherwise noted, the following minimum requirements apply: Temperature sensors and digital thermometers shall have a certified calibration within the past year to an accuracy of 0.5°F and a resolution of+or - 0.1'17. Pressure sensors shall have an accuracy of+ or - 2.0% of the value range being measured(not full range of meter) and have been calibrated within the last year 5. Development of Functional Test and Verification Procedures 5.1 Overview Functional testing is the dynamic testing of systems (rather than just components) under full operation. The systems are run through all of the control system's sequences of operation. The commissioning authority develops the Functional Test procedures in a sequential written form, coordinates, oversees and documents the actual testing,which is usually performed by the installing contractor or vendor. CONTRACTOR'S RESPONSIBILITIES A. Mechanical, Controls and TAB Contractors. The commissioning responsibilities applicable to each of the mechanical, controls and TAB contractors of Division 23 are as follows (all references apply to commissioned equipment only): B. Perform commissioning tests at the direction of the CxA. C. Attend construction phase controls coordination meetings. D. Attend testing, adjusting, and balancing review and coordination meetings. E. Participate in HVAC&R systems, assemblies, equipment, and component maintenance orientation and inspection as directed by the CxA. F. Provide information requested by the CxA for final commissioning documentation. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 8 of 16 228 Park Ave.5 888637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz _ INNOVATIVE ENGINEERING ' SERVICES, LLC - IES AN INTEGRATED ENGINEERING + DESIGN FIRM G. Include requirements for submittal data, operation and maintenance data, and training in each purchase order or sub-contract written. H. Prepare preliminary schedule for Mechanical system orientations and inspections, operation and maintenance manual submissions, training sessions, pipe and duct system testing, flushing and cleaning, equipment start-up, testing and balancing and task completion for owner. Distribute preliminary schedule to commissioning team members. I. Update schedule as required throughout the construction period. J. During the startup and initial checkout process, execute the related portions of the pre- functional checklists for all commissioned equipment. K. Assist the CxA in all verification and functional performance tests. L. Provide measuring instruments and logging devices to record test data, and provide data acquisition equipment to record data for the complete range of testing for the required test period. M. Gather operation and maintenance literature on all equipment, and assemble in binders as required by the specifications. Submit to CxA(45)days after submittal acceptance. N. Coordinate with the CxA to provide (48) hour advance notice so that the witnessing of equipment and system start-up and testing can begin. O. Notify the CxA a minimum of (1) weeks in advance of the time for start of the testing and balancing work. Attend the initial testing and balancing meeting for review of the official testing and balancing procedures. P. Participate in,and schedule vendors and contractors to participate in the training sessions. Q. Provide written notification to the CM/GC and CxA Authority that the following work has been completed in accordance with the contract documents, and that the equipment, systems, and sub-system are operating as required. 1. HVAC&R equipment including all fans, air handling units, ductwork, dampers, terminals, and all other equipment furnished under this Division. R. The equipment supplier shall document the performance of his equipment. S. Provide a complete set of red-lined drawings to the CxA prior to the start of Functional Performance Testing. T. Test,Adjust and Balance Contractor 1. Attend initial commissioning coordination meeting scheduled by the Commissioning Authority. 2. Submit the site specific testing and balancing plan to the CxA and AE for review and acceptance. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 9 of 16 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz ' INNOVATIVE ENGINEERING ' SERVICES, LLC - IES -- AN INTEGRATED ENGINEERING + DESIGN FIRM 110MEMEr- IV- 3. Attend the testing and balancing review meeting scheduled by the CxA. Be prepared to discuss the procedures that shall be followed in testing, adjusting, and balancing the HVAC&R system. 4. At the completion of the testing and balancing work, and the submittal of the final testing and balancing report, notify the HVAC&R contractor and the CM/GC. 5. At the completion of testing and balancing work, and the submittal of the final testing and balancing report,notify the HVAC&R Contractor and the CM/GC. 6. Participate in verification of the testing and balancing report, which will consist of repeating measurements contained in the testing and balancing reports. Assist in diagnostic purposes when directed. U. Provide training of the Owner's operating staff using expert qualified personnel, as specified. V. Equipment Suppliers 1. Provide all requested submittal data, including detailed start-up procedures and specific responsibilities of the Owner,to keep warranties in force. 2. Assist in equipment testing per agreements with contractors. 3. Provide information requested by CxA regarding equipment sequence of operation and testing procedures. 5.2 Scope of Testing Pre-functional Testing: Piping Arrangements will be visually inspected for system components per the approved system diagram. Duct Systems shall be visually inspected for system components installation per the approved system diagram. Equipment will be visually inspected for installation per the contract plans, Specifications, manufacturers' recommendations and the industry standard for good workmanship. System components will be activated, if necessary,to confirm compliant installation. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 10 of 16 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz INNOVATIVE ENGINEERING ' SERVICES, LLC - IES- AN INTEGRATED ENGINEERING + DESIGN FIRM Functional Testing: TESTING PREPARATION A. Certify in writing to the CxA that HVAC&R systems, subsystems, and equipment have been installed, calibrated, and started and are operating according to the Contract Documents. B. Certify in writing to the CxA that HVAC&R instrumentation and control systems have been completed and calibrated,that they are operating according to the Contract Documents, and that pretest set points have been recorded. C. Certify in writing that testing, adjusting, and balancing procedures have been completed and that testing, adjusting, and balancing reports have been submitted, discrepancies corrected, and corrective work approved. D. Place systems, subsystems, and equipment into operating mode to be tested (e.g., normal shutdown, normal auto position, normal manual position, unoccupied cycle, emergency power, and alarm conditions). E. Inspect and verify the position of each device and interlock identified on checklists. F. Check safety cutouts, alarms, and interlocks with smoke control and life-safety systems during each mode of operation. G. Testing Instrumentation: Install measuring instruments and logging devices to record test data as directed by the CxA. TESTING,ADJUSTING AND BALANCING VERIFICATION A. Prior to performance of Testing, Adjusting and Balancing work, provide copies of reports, sample forms, checklists, and certificates to the CxA. B. Notify the CxA at least five (5) days in advance of testing and balancing Work, and provide access for the CxA to witness testing and balancing Work. C. Provide technicians, instrumentation, and tools to verify testing and balancing of HVAC&R systems at the direction of the CxA. 1. The CxA will notify testing and balancing subcontractor five (5) days in advance of the date of field verification. Notice will not include data points to be verified. 2. The testing and balancing subcontractor shall use the same instruments (by model and serial number)that were used when original data were collected. 3. Failure of an item includes, other than sound, a deviation of more than 10 percent. Failure of more than 10 percent of selected items shall result in rejection of final testing, adjusting, and balancing report. For sound pressure readings, a deviation of 3 dB shall result in rejection of final testing. Variations in background noise must be considered. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 11 of 16 228 Park Ave.5#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz ? INNOVATIVE ENGINEERING SERVICES, LLC - IES- AN INTEGRATED ENGINEERING + DESIGN FIRM 4. Remedy the deficiency and notify the CxA so verification of failed portions can be performed. GENERAL TESTING REQUIREMENTS A. Scope of HVAC&R testing shall include entire HVAC&R installation, from central equipment for heat generation and refrigeration through distribution systems to each conditioned space. Testing shall include measuring capacities and effectiveness of operational and control functions. B. Provide technicians, instrumentation, and tools to perform commissioning test at the direction of the CxA. C. Test all operating modes, interlocks, control responses, and responses to abnormal or emergency conditions, and verify proper response of building automation system controllers and sensors. D. The CxA along with the HVAC&R contractor, testing and balancing Subcontractor, and HVAC&R Instrumentation and Control Subcontractor shall prepare detailed testing plans, procedures, and checklists for HVAC&R systems, subsystems, and equipment. E. Tests will be performed using design conditions whenever possible. F. Simulated conditions may need to be imposed using an artificial load when it is not practical to test under design conditions. Before simulating conditions, calibrate testing instruments. Provide equipment to simulate loads. Set simulated conditions as directed by the CxA and document simulated conditions and methods of simulation. After tests, return settings to normal operating conditions. G. The CxA may direct that set points be altered when simulating conditions is not practical. H. The CxA may direct that sensor values be altered with a signal generator when design or simulating conditions and altering set points are not practical. 1. If tests cannot be completed because of a deficiency outside the scope of the HVAC&R system, document the deficiency and report it to the Owner. After deficiencies are resolved, reschedule tests. J. If the testing plan indicates specific seasonal testing, complete appropriate initial performance tests and documentation and schedule seasonal tests. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 12 of 16 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz ? INNOVATIVE ENGINEERING ` SERVICES, LLC - IES�- AN INTEGRATED ENGINEERING + DESIGN FIRM HVAC&R SYSTEMS,SUBSYSTEMS,AND EQUIPMENT TESTING PROCEDURES A. Equipment Testing and Acceptance Procedures: Testing requirements are specified in individual Division 23 sections. Provide submittals, test data, inspector record, and certifications to the CxA. B. HVAC&R Instrumentation and Control System Testing: Field testing plans and testing requirements are specified in Division 23 Sections "Instrumentation and Control for HVAC" and "Sequence of Operations for HVAC Controls." Assist the CxA with preparation of testing plans. C. Pipe system cleaning, flushing, hydrostatic tests, and chemical treatment: Test requirements are specified in Division 23 piping Sections. HVAC&R Contractor shall prepare a pipe system cleaning, flushing, and hydrostatic testing plan. Provide cleaning,flushing,testing, and treating plan and final reports to the CxA. Plan shall include the following: 1. Sequence of testing and testing procedures for each section of pipe to be tested, identified by pipe zone or sector identification marker. Markers shall be keyed to Drawings for each pipe sector, showing the physical location of each designated pipe test section. Drawings keyed to pipe zones or sectors shall be formatted to allow each section of piping to be physically located and identified when referred to in pipe system cleaning,flushing, hydrostatic testing,and chemical treatment plan. 2. Description of equipment for flushing operations. 3. Minimum flushing water velocity. 4. Tracking checklist for managing and ensuring that all pipe sections have been cleaned, flushed,hydrostatically tested, and chemically treated. D. Refrigeration System Testing: Provide technicians, instrumentation, tools, and equipment to test performance of chillers, cooling towers, refrigerant compressors and condensers, heat pumps, and other refrigeration systems. The CxA shall determine the sequence of testing and testing procedures for each equipment item and pipe section to be tested. E. HVAC&R Distribution System Testing: Provide technicians, instrumentation, tools, and equipment to test performance of air, steam, and hydronic distribution systems; special exhaust; and other distribution systems, including HVAC&R terminal equipment and unitary equipment. 5.3 Development Process Before test procedures are written,the CxA obtains all requested documentation and a current list of change orders affecting equipment or systems, including an updated points list, control sequences and set-points. The CxA develops specific test procedures to verify proper operation of each piece of equipment and system, using the testing requirements in the Specifications Functional testing and verification may be achieved by manual testing(persons manipulate the equipment and observe performance) or by monitoring the performance and analyzing the results using the control system's trend log capabilities or by stand-alone data loggers. 33 No.Plains Industrial Rd,Wallingford,CT06492 Page 13 of 16 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz ' INNOVATIVE ENGINEERING MEL- SERVICES, LLC - IES-- AN INTEGRATED ENGINEERING + DESIGN FIRM 6. Execution of Functional Testing Procedures 6.1 Overview and Process The CxA schedules functional testing through the CM. The CxA will also inform the CM which Trade Contractors will be required to perform the functional tests. Prior to performance testing,the CxA will receive the Prefunctional Checklist with the necessary signatures,confirming that the system is ready for Functional Testing. The Trade Contractors execute the tests. The control system is tested before it is used to verify performance of other components or systems. The air balancing and water balancing is completed before Functional Testing of air-related or water-related equipment or systems. Testing proceeds from components to subsystems to systems and finally to interlocks and connections between systems. 6.2 Deficiencies and Retesting The CxA documents the results of the test. Corrections of minor deficiencies can be completed during the tests at the discretion of the CxA. The CxA records the results of the test on the test form. Deficiencies or non-conformance issues are noted and reported to the CM on the Commissioning Issues Log. Trade Contractors correct deficiencies,notify the CxA and return the Commissioning Issues Log certifying correction. The CxA schedules retesting through the CM. Decisions regarding deficiencies and corrections are made at as low a level as possible,preferably between CxA or CM and the Trade Contractor. For areas in dispute,the A/E and Owner will have final authority. The CxA accepts or rejects each Functional Test. 6.3 Sampling Multiple identical pieces of non life-safety or otherwise non mission-critical equipment may be Functionally Tested using a sampling strategy. 7. O&M Manuals and Warranties 7.1 Standard O&M Manuals The CxA reviews the O&M manuals, documentation and record drawings for systems that were commissioned to verify compliance with the Specifications. The CxA recommends approval and acceptance of these sections of the O&M manuals to Owner. The CxA also reviews each equipment warranty and verifies that all requirements to keep the warranty valid are clearly stated. 7.2 Commissioning Record The CxA will compile, organize and index the following commissioning data by equipment into labeled, indexed and tabbed,three-ring binders and deliver it to the CM, to be included with the O&M manuals. The correspondence, meeting minutes,progress reports, and miscellaneous notes kept in the Commissioning Record Book during construction will not be retained into this record and the O&M manuals. The format of the manual follows: 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 14 of 16 228 Park Ave.5 088637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz INNOVATIVE ENGINEERING SERVICES, LLC - IES- AN INTEGRATED ENGINEERING + DESIGN FIRM General Commissioning Plan Final Commissioning Report Issues Log(record of deficiencies) 8. Summary Report A final summary report by the CxA will be provided to Owner.The report shall include an executive summary, list of participants and roles,brief building description, overview of commissioning and testing scope and a general description of testing and verification methods. For each piece of commissioned equipment,the report should contain the disposition of the commissioning authority regarding: a. Equipment compliance with the contract Specifications b. Equipment installation C. Functional performance and efficiency d. Equipment documentation All outstanding non-compliance items shall be specifically listed.Recommendations for improvement to equipment or operations,future actions and commissioning process changes shall be included. Each non- compliant issue shall be referenced to the specific Prefimctional Checklist or Functional Test. The functional performance and efficiency section for each piece of equipment shall include a brief description of the verification method used(manual testing, BAS trend logs, data loggers)and include observations and conclusions from the testing. Appendices shall contain deficiency lists,site visit reports and unresolved issues.Prefunctional Checklists and Functional Tests(along with blanks for the operators)and monitoring data and analysis will be provided in a separate labeled binder. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 15 of 16 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz t INNOVATIVE ENGINEERING SERVICES, LLC - IES -- AN INTEGRATED ENGINEERING + DESIGN FIRM 9.0 Schedule 9.1 General Issues The following sequential priorities are followed: 1. Functional Testing is not begun until Prefunctional, start-up and TAB is completed for the system being tested. 2. The controls system and equipment it controls are not Functionally Tested until all points have been calibrated and Prefunctional Checklist has been completed. 3. TAB is not performed until the controls system has been sufficiently Functionally Tested and approved by the CxA for TAB work. 4. TAB is not performed until the envelope is completely enclosed and ceiling complete. 9.2 Project Schedule The initial commissioning schedule is summarized in Table 7-1 when available from the CM. Table 7-1: Initial Commissioning Schedule Summary Task/Activity Estimated Start Date Estimated End Date Initial scoping meeting Trade Submittals obtained and reviewed November 14,2017 November 29,2017 Begin construction site visits/inspections December 4,2017 Pre functional forms developed and distributed December 2017 Startup and initial checkout plans Startup and Prefunctional Checklists executed Water Testing and Balancing Air Functional Performance testing O&M documentation review and verification Final commissioning report END. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 16 of 16 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz 1 SECTION 2 Per NY IECC SECTION C408 SYSTEMS COMMISSIONING C408.2.2 Systems adjusting and balancing a. C408.2.2.1 Air systems balancing b. C408.2.2.2 Hydronic systems balancing PROJECT MANAGEMENT WALK THROUGH REPORT i - CPRE-START CHECKLIST v JOB NAME:Fishers Island Club o SITE ADDRESS: Fishers Island.NY 06390 MECHANICAL:M.J.Emonds Mechanical Contractors,LLC } CONTACT INFO:Mike Emonds DATE �W w DESCRIPTION OF WORK ^3 COMPLETED NOTES XXXXXXXXXXX ELECTRICAL XXXXXXXXX 4/17/2018 LINE VOLTAGE TO OUTDOOR UNITS YES LINE VOLTAGE TO INDOOR UNITS YES VERIFY NAMETAG AND VOLTAGE ON OC YES VERIFY 208/230 ON IC AND BC YES Improper voltage @ BC-voltage corrected VERIFY SEPARATE POWER FEEDS FOR EACH MODULE YES VERIFY PROPER FUSE SIZE BEING USED(BREAKER/FUSE) INSPECT CLEARANCE FOR SERVICE ON DISCO MOUNTING YES XXXXXXXXXXX CONTROL WIRING XXXXXXXXX 4/17/2018 ALL CONTROL WIRING IS 16/2 STRANDED/SHIELDED YES SPOKE TO CONTROL CONTRACTOR ON WIRING PRACTICE VERIFY TB3 BUSS IN DAISEY CHAIN ORDER YES Issues corrected @ startup VERIFYTB7 BUSS IN DAISEY CHAIN ORDER YES Issues corrected @ startup VERIFY REMOTE WIRING YES Address 03 wire was shorted-wire replaced VERIFY NO T TAPPS(EXCEPT ME TYPE REMOTE) YES Random inspection VEIFY LOCATION OF CENTRAL CONTROLLER YES VERIFY WIRE LENGTH RESTRICTIONS FOR TB3/TB7 YES XXXXXXXXXXX ADDRESSING XXXXXXXXX 4/17/2018 WENT OVER ADDRESSING WITH CONTRACTOR YES INSPECT CAD ON SITE FOR PROPER ADDRESSING YES EXPLAIN THE IMPORTANCE OF FOLLOWING SMART ME ADDRESSING XXXXXXXXXXX REFRIGERANT PIPING XXXXXXXXX 4/17/2018 VERIFY PIPE SIZING IS CORRECT ACCORDING TO DSB VERIFY NO TRAPS INSTALLED YES VERIFY NO PIPE LENGTH RESTRICTION VIOLATION VERIFY DSB IS ACCURATE FOR UNIT SIZING YES VERIFY NO DEVIATION FROM DSB(Y SERIES) VERIFY NITROGEN PURGING YES Pertech VERIFY ALL LINES INSULATED SEPARATLEY YES VERIFY TWINNING KIT PROERLY INSTALLED VERIFY NO SIGHT GLASS YES VERIFY NO LL DRIER YES VERIFY 600PSI PRESS TEST FOR 24 HOURS NO Pressure test to SOOPSI per tech VERIFY TRIPLE EVACUATION BELOW 500 MICRONS YES Pertech VERIFY KEEPING TRACK OF PIPE LENGTHS YES Contractor supplied VERIFY ADDITIONAL CHARGE CALCULATION YES See piping diagrams for each systems additional charge XXXXXXXXXXX DIP SWITCHES XXXXXXXXX 4/17/2018 WENT OVER FAN OPERATION SW1-7,SW1-8,SW3-1 YES IF USING REMOTE SENSOR REMOVE HEAT OFFSET(CHECK MOD) WENT OVER SENSING LOCATION SWI-1 YES Dip switch set to the ON position on all units EXPLAIN CONCERN OF OVERHEATING ON Y-SERIES YES IF USING CN24 SW3-4 ON FOR ALL DUCTED UNITS XXXXXXXXXXX MISCELLANEOUS XXXXXXXXX 4/17/2018 VERIFY PROPER CAD ON SITE YES VERIFY ALL EQUIPMENT MOD NUMBERS YES VERIFY UNITS ARE BEING HUNG PROPERLY YES VERIFY OC IS UP ON A STAND FOR PROPER DRAINAGE YES VERIFY PROPER PIPING ON CONDENSATE DRAINS YES Per random visual inspection VERIFY PROPER BC USED PER SYSTEM(HA,NON HA,MAIN,SUB) VERIFY ALL ACCESSORY CONTROLS ARE PROPERLY INSTALLED YES O.A damper to open based off of thermal demand )or Units: 912 to 50 Model Numbe- acit). 3121144 tc 432(108.350 FURY-VISE 1 SKMU-A-B3 Pipe Dia.Liglid/Gas" CIO.Total(Sens.) --mble casadty. `�x '"' zto.b i6 B I'Jill d Pipe Length: 630.012698.8 feet 19l'ym BIU1b Pipe Length(Elbowst GrOLp/Room/Tap Ref.Htg:Tatzl hest Actual: 295.0/541.0 feet - h-t Equi, 295.0/623.0 feet -- bAlB-P i0101JU+t00 I BC-2 270,038 BTUfh 07,895 BTJ1h .r 1st 8mr�cFh Actual: 95A 1197.0 feet h�1-101 i 1-19 ) CU-4-as bhrn 200011(0) 19T,528 6T11/h .rlstBranch Equiv.: 95.0/197.0 feet 7/81--O.OR(0) action factors 718 1 1-18-O.DR(0) tdoor Unit Capacity. 1.02 ".00PVFY-P3OMkMU-E JS 1518 26A23 BTUfi'(20.Z6D 8TU/h) Est Codiro Discharge AitTemp 53.1 nperature: 1.D4' 0.68 30.06(0) 1 19.134 BTU/b Est Heating D&haroe AirTbmp:913 Jing Length: 0.88 0.96 1,'11 Pchate Dining S!VRF-20 frosting: 005 PVFY P30NAMU-E a Derdr. 1.00 '.00 318!5/8 2G,0 BTUfli(20.21:0 BTUgr) ,Est Cuvliiy Disci rehye Ah Ternp.58.1 4D_0g(0 ® 19,134 BTIJ/h Est Heating Discharge Ab Terrp:90.3 nl Deratc 0.94 0.62 ) 2 i 21 Prirato D-ming N/VFtF 20A litional Refrigerant: 1221 Ib 11 ReT erant Amount: 114.1 Ib PVFY-P24NANU-E 9 N.911 51R 20.8186TUfi 116,O27 BTU/h) Est Coding 0ishdnaroe Air.Temp:59.4. EO-Oft(0) 11 15:194 8TUfi Est Heainv Discharge AirTeimi:892 mbfions (-F) 3.3I Bath I VRF-13 ling >or DO 80.0 humid SIB% Ind-NNO 67.0 PVFY-P36t44MU-E 31:227 BTUM 4,�105BTU/lh ESLC,,Lfi, Dischar Ah Tc 59.2- 'tY �3/8/518 e� R ) nJ. 9� P�'r douh DB 87.0 c,-,h.,00(U) 0 22.510 BTU4r Est.H-lki j Dimdm[rjc Air Tenp:89.1 4!4/Admin/VW-14 ting -DB 70.0 PVFY-P36N4MU-E door D6110 Humidity 72.8% Cartdwr WB 109 ?IR 1518 31.227BTUht'(24;105BTUlh) Est Coding Oisrhaw_mr Temp:59.2 E5.OR(0) 22.510 BTUfi Est Heating Disdharna AirTemv:89.1 5,'51 Foyerl VRF-16 PVFYP48N4NU-E 41.637-BTU/fi 1.309,BTLJ EsLCiuuG Di dI cAh•T-. 539' `/8 1518 �. ) nJ. g p to_0g(0) Q 3%389.BTU/h" .E.LHmtiny D3rdrage Ah Tt.*93.1 6!6/Living Eget/VW--15 PVFY-P48N4NU-E ?181518 47.6378TUAh(31.3098TURh) EstCoulirngDischargeAi'Temp:58.9 40.01t(13) 10 30,389 BTUA Est Heatehq Dim hame Air Temo:90.1 7,171 Living West l VRF-154 PVFY-P30N4NU-E '28.027DTUJh(20,26o DTU/h Est Coolie Dische !w'Ten 50-1 318!578 ) 9 h9 fT 1U.01t(U) ri 19,134 BTUOi EA Hra:hhg f3isdrahyc AirTuny.903 8!81 Buffet/VRF-17 318 1 518 rvFy-p3DN4NU-E 26,023 BTUlh(20,260 BTUM) Est Cialing Diseharge'Air Thsrip:SBA 10.0R(0) I 19,134BTUih- .EsLHBaingDischarge AirTemw90.3 9'.81 Bulfet2 i VRF-17A cult(01 OOO( )) a f x Units 7/2 to 50 city. 258/120 W 312(107.5%) PUHY-P240TSgdl1-A43SModel Number Pipe Dia.Liquid/Gas CIg.T6tal(Sens.) vne®we®wmyanoeamai rawrar. �� f7; 203.409 Bn1m � Room/Ta'Ref.� Pipe lmgth: 465A/3280.0 feet i 160,792BTUm Pipe Lergth(FJbevrs) Gmup/ Htg.Tlal past Actual: 391A/541.0 feet - - -t Equiv. 391.0/623.0 feet Ct4Y 1Yl025-02 rz518!1-118 t 203.409 BTUlFi(162,391BTi.JIh) 1st Branch Actual: 171A/295.0 feet (�yl_a, 220.Ofl(0) �` 160,792 BfU0r 1st Branch Equive 171.0/295.0 feet 12/1-118-O.O"(0) ction Factors 1211-1/8-O.O"(0) dmr Unit Capacity. 1.02 1.00 318 1 5fi ®-P48NAMU-E 37.&M BTUfh(29.821 BTU/h) Est Coding Di cloarge Air.Temp:59.9 peratore 1.02 0.67 75.Ok029.941 BTLUh Ek Heatug Dararge� dAir Tmtp:89.8 ( ) ng Length 0.81 0.95 23 r221 Employee Bath/VRF-8 �t ng: 093 r Derate 1A0 1D0 CtNY Y2025-02 518 I 1-18 � 165.565 BTU/h(13Z569 BiUfi) .I Derate 0.85 0.60 9.0"(0) 1f1 130,852 OTUAi tional Refrigerant: 1042 Ib Refrigerant Amounh 1562 Ib 3!8!y8 PVFY P14NAMU-E 18,922 BTUm(15.291 BTU/h) FsL Coding Diadmrga Air Tarp.60.4 80"(0) ® 14,970 BTUfh Est Haatidpl),Warge Au"Tenor:88.9 Orions CF) 24123/Club RemNs ITIVRF-9 m9 DB BOD Humidity 51.8% Indo-W8 67.0 578 r 1-1/8 CMY Y202S-G2 148,6448TUfi(117278 BTUfi] oor De 97.0 14-Oft(0) L 115,BB18i118r mg >�08 700 PVFYF30NAMl1-E D812A Humidity 72.8% Outdoor WB 102 3BlSB 18852BTUfli(19.344BTUfi) Est Coding Discharge AirTemp:59.1 'Z-"'0) ® 18.851 BTUlh Est Heating D'ndrarye Au Temp 90.0 211-111--1- 5m ao!VRFd5/8/1-118 CMr-n02S-02 122.992 BTilm(97.935 MIM) 23.01t(0) 97.030 BTUfh 3/e 1518 PVFY-P24-.F 18,922 BTWh(15291BT6llh) Est Codug Diadarge Air Temp:60.4 fia 18.0"(0) 22/21/S11 14,970 BTUIh Eat Heating D'sige AirTemp:889 forage 0171 VRF-7 -118C - 02S-Gz 5/8!t(0) tan fS9 BTTWhm(U-6,14 171'um) 105 oft(o) -tom PV 12/518 FY-P48NAMU-E 37.844 BTUIh(29.821 BTU/ Co.[*) Est CoDischmge Air Temp 59.9 6.OR(0) ID/191 Prep I6tdren I VRF-3 29.941 BT(1Ri Est Heating Disdrarge Air Temp 89.8 12 1718 C61Y Y202S-02 66.226 BTU/h(UAD BTUIh) 5D"(0) 1 52119 BTU/h 12r5le PVFY-P36NAMU-E 28.383 BTWh(23.002 BTU/h) Est Coding Dediarga Ab Temp 15 OR(0) 11 22.178 BTUfh Est Heating Dedrarge Ab Temp: 18/171 Pro Shop I VRF-1 PVFY-P48NAMU-E !12 r sre 37.e44 Brum(z9.e21 Brum) Est caa6re Uadrarge Ai.ram, 15.0"(0) e18118!North Bath/VRF-2 29.941 BTUIh Est Heathg Drsh.M.Air Teml )or Units 4/2 to 46 acity. 192/108 to 2B0.80.9%) PUHY-P216TSlWU-A-FS (Madel(dumber Pip;Dia.Liquid/'Gas CIg.Totsl(Sens.) -cnnectabre aoacia is no:amnl c3DaeiV. � -� ;' '� 192288 BTJ/h G'!� Htg.Totel dPip.Length: 423.0/3280.0 feet 143.72.9'BPJ/h Pipe Lelgh(Flbows) Group/RaomlTagRet h-1 Actual: 29&0/541.0 feet - hest Equiv.: 39&D/623.0 feet _._ CNY Y2028 G2 F :r 1s•.Branch Actual: 73.0/N5.0 feet u SMI 1-1I8 192,1_9 BTUIh(135,57;Mih) CU-2_ yet 375 OR(n) I 143,729 BTU/h v1s Branch Equiv- 73.0/2 95.0 feet 1211 118 O.OR(0) "an Fart— 316/719 OAR(0) tdoor Unit Capacity: 1.00 1.00 P7/FY-P48NAMU-E - p'' tY' Na/518 48.040 BTWY(33,894 BTUflr) EsL,Cualirnj Diseiraige Ai Te i p 7.1 nperature: 1.02 0.67 4.Ctt(0) In 35.932 BTM fEs,Heating Discharge Ar Temp.93.8 -mg Length: U.Bi 0.95 28 127/G.11 R.Emot/VRF 12A fmsfinq: - 0.93 CM x r)rrte 1.00 1.11(1 1Q/1-113 144,119 RTlllh(1111,681 RTt)hh) at Derate 11.89 0.59 I0.0ft(0) � 107;797 RT(Uti lifonal Refrigerant 815 11, d Refrige tAmount 1326 11, PVFY-P46NAMU-E 49.0,110 81 U+h3:!,894 BIU1h1 tsUl:o3ltn URcha AT lem 5/.1 3,'81518 ( 9 � P: 15.(ft f 0) 1 35.932 BTUIfi' EsL-He3tingDischa-ge Air Temp:93:8 �tivra (°f1 27120!Gn'D Rm West/VRF-12 ding rarDB 80A Humidity 51.8% le.-WR 67.0 3�g 7 7/8 Cf��7$� 00,o796rU1h.(87:i88,BTUm) dog-CD 67.0 3 Ott(g) 71,665 DTU/h ting t,nr DR MO PVfY-PIDHAMU-C dog•CB 120 Humidity 724% Outdoor WB 10.8 LAIR 1 5fR 46.040 BTUflr(33.895 BTU/h) Est Cooling Discham-Air TemD: G.OR(0) 35.932 BTUIh Est Heatng Discharge Air TemD: 26 f 25/Casual Dinirg 1 Sidewall Registers f VRF-10A 318 15,15 PVFY-P48HAMU-E 48,040.BTU/h(33:894 BTU/h) Est Coding Cischarge AirTemp:57.1 130.0(;(.3) In 35.932 BTUfh EsL Heaing Discharge Air Term:Slat 25 i 24/Casual Dining I floor Ryiaters i Vif-111 J )or Units: 4!a to 41 / F'UHY-FIVASKMU-A-HS Modal Numbe- acit): 1,4.96 to 249.6(90.636) Pipe Dia.Liglid/Gasp' CIg.TDtal(Sens.) _onnembleeaeacnye5notacw1caaadty. -yl; lii8,ti5/BIUfh ==� Htg.Totel it Pipe length: `040!3283.0 feet 133.9n BJlh pipe Length(Elbows) GrOcp!Roern/Tag Re). hest Actual: 40&01541.0 feet j 3 h-t Equi,.: AOSO!623D feet ..��+ "FJ r Ch1Y-Y202S-G2 '10,ft5i BTllOi 719,OEO BTf1/h .r lst Dmnch Actual: 110.0!295.0 feet 58/1-118 _ rJ.e^_ ( ) CUI-3-as but 295 Oft(0) 133,571 BTtllh :r 1st Branch Equiv.: 110.0!295.0 feet 12f 1-11B-0.DR(0) ection Factors 38 1 WS-O.Oft(0) [door Unit Capacity. 1.00 '.00 18 1314 -M 120?9-02 63.973 BTUIh(46.761 BTU_/h) nperature: -1.02 0.70 50_gR(0) Y' 51.10213TU4t ung length: 0.86, 0.94 Farting: 0.95 PVFY-P48NAMU-E _+D-t. 1.DO '.00 318 1 4G,526BTU/h(33,275 BTU1h) E.L Cuoliny D4d..ynAiiT:anp.57.G, Demtc 0.60- 0.62 .15.08( cno/VRF 6 0 ® 37:281 BTU/h Est Heating 13mcharge'Air Temp:94.7 nl ) 121111 Lacndry/Lin litional Refrigerant 75.5 Ib it Ke-ngerant Amount: 121.3 Ib 17411n. PVFY-P13tM1U-E 17.447BTU/h(13.487BTU/h) Est Codina Cischarge Air Temp.58.2 20.DR(e) ® 13.811 BTU/h Est Heaa:q Cisde a Air Temp:91.8 editions f1t) 10/9/Wme1LiquorStorayeiV:1F-5 ding CRAY-12025-G2 ,or DD 80.0 I lurnid4y 51.[1% Ierdoor WD 67.0 .`1g 1 710 �--c 104.684 BTU/1,(72;319 BTU/h), duui DB 87.0 tO 0ft(u) 'L 82,868 B7U4e tilg ,or D8 70.0 PVFY-P59NA74U-E door DD 12.0 Humidity 718% GutdvxW8 108 31.91 SA 52,342 BTUAQ6:159,BTU1h} EsL Codim DLsdearge Air Temp:57.0 12AR(0) M 41.434 BTUfh .EiL Heatina D'sdrage AirTemu 95.9 13112/IOtchen'oVest/VRF-11 PVFY-P54NAMllE 52342BTU4e ,1593TU4e EsLCuufe Disutear AuTcn 70 318 15B (fie ) 1-LUFt(0) ® 41.4348TUA, .E.L Healey Didung.Au Tnnp.95.9 111101 Kdchen EaetI VBF11A ror Unim 412 to 50 acit): 216/120 tc 312(90.0%) f'UHY-F74UISKMU-A-B5 P as CI Total bnnecmbre avadtya natacwal casadty. tJ-� 36' .: 21/;L%81 U/h o�Z g. (Sens.) Htg.Totzl d Pipe Length: 315.113280.0 feet '- 16GW7 616(h - Pipe Length(ElbOlusf GcOLp!Room/Tag Ref. hest Actual: 295.0/541.0 541.0 feet h-t Equfr.: 295.0/623.0 feet 'ar8!1-118 'OMYY2028-G2 219,179 BTUfi(147,491-BTU/h) :r 1st Bmnch Actual: 65.0/2950 feet IMas 2•:I)Uh(0) -("'j. 162,001 BTlliCU-5- :r 1st Branch Equia: 65.0/2910 feet 12/1-118-O.OR(0 ecUon Factors 12 f 1-118-O.Oft(0) CMY Y2029-032 tdoor Unit Capacity. 1.00 -.00 2181712 108.089 6Tl IM73.746 ETU/W nperature: 1.D2 0.67 O.1R(o) 81.001BTUih ung Length: 0.89 0.96 frosting: 0.93 a D-1. '1.00 '.00PVFY-P54NAMU-E 3/8 1 5B 54,045 BTUBr.(36$73 8TU/h) EsL CuulirnJ Disdrmye An Tenrp.50.5 al D_ratc 0.91 0.60 ( ) Diing A(E)/VIdF 18A 4-(I{ p 40,500 BTU/h' Est Heatng Discharge Pa Temp:95.3 15/141 n litional Refrigerant: 80.5 to r1 Re-ngerant Amount: 133.0 Ib PVFY-P54NA14U-E 3!R 15m °4,045 erum 0.873 eruml EsL Co3linp DischaraeAc Temp:58.5 IOAR(0) B r 40,5WETUIh EstHeatinaDischaraeAir Temp:95.3 rditfans {'f) 171161 Dining A(iV),VRF-1B ding -Do 80.0 Ilumid' 51.1% Ind-WO 67.0 Cf4YY202&G2 RY ,.18/7I8 p�inp 108,089 BNOr(73,746 BTU/td duui DB 87.0 4U.UIt('U) 81,001.BTU)Tr ti'rg aor D8 70.0 P✓FY-P:ANAMU-E door DB 12.0 Humidity 7222 CatdcarM 102 3!R 151d '54.WBT06(36,8731370%) Est'Codina Discharce,AirTemn:565 &O0(0) 1 40.5DO BTUrh Est'Heatirr4 Discharge Air Temo:95.3 16/151 Dining B(E)I VRF-19 Fn/ FY-P54NMIU-E 318 1513 54.015 BTU:(36.8739TUPo) EsL Cuuiriy Oiscirarys AvTrrry..rti.5 25aft(p) ® 44500 B-IUdr EsL Hurting Disch.ge Au Tnrrp.95.3 14/131 Diring 13(W)1 V.7F79A wrUnits 9/2tosD WrdalWumhar -it/. 312/144 to 432(108.3%) PURY-P288TSKMU-A-BS Pipe Dia Llglid/Gas CI•g:TO-Al(Sens) _onrectane apacrry a n.t acinar-0), 73 1 -m - LlU,Wll 81 U/h HIg.TOta] fs Ler u Pipe Length 63uu/2b98.8 feet - 197 528 BTU/h pe_ gth 1Ebows) Grouo ilRoom!Tap Ref. ftestActial: 2950!541.0 feet -- - lrestEquiv.: 2950/6210 feet I-I/8 i I-3/8CMR 'P1010N11-HAI/RC-7 -2711,6380TUnr•[207,89;•BTU/h) :r lst Granth Adual: 950/197.0 feet 200.011[(0) ed- 19i,5288Win. r Ist Eranch Equiv_ 95.0!197.0 feet CU-4-as built ection Factors 7/8 i----QOR(0] td-Unit Ca aci 1.02 '.0] 7/8J1-V8-C.0$(0) PVFV-P3CNAMU-E P tY -26,023 8TL/h(e0,260 BfU/h) Est Cooling Dix horgc Ar Tcmpc 511 nperalum .1.04. 0.63 30.Dft(0) ® 19,134.BTU/h Est He,ating Discharge Air Temp:903 ling Let9th 30-095 111/Private Dining 5/VRF-20 frostirq: - 0.95 pr rprata 1.110 '.D] M-It-MNt 26,021 FTIl,".AMU- 3/8/5/Sb (911.7611 RTI I/h) Fct.fnnlirul pivharge,Aii Tarp:SP:1 40.0([(01 19.134 BTUt Hoo ,Ih Est. Dixhar9c AirTcmp:90.3 A I'wntx -7A4 0.62 2/2/Privotc Dining W/VRF 20A litional Refrigerant 122.1 Ib it Refrigerant'Amount: 174.1 Ib 3B/r./R PYFY-P24NAMU-E -20.8189,TU/h060278TU/h) .Est,Cooling D"scharge Air Temp:59A_ OO.Dit(0) ® 15,194 BT A Est.Heating Discharq-Air Temp:892 drhOns CF) 3;3/Bath lVRf-13 'f^9 for DB 810 Nt.middy 5..876 Indoor WB 67.0 1 3/8/518 PVF%'P36NAMU E '37,22481 U/h(24,105.81 U/h) Est.Cooling Urscharge Air,Temps 591 door DB 87.0 95.08(0} I 22.519 BTU/h Est:Heating D'echa ge Air Temp:£9.1 tirrg 414/Admin i VRF74 )or UB /0.0 PVFY-P36NAMU-E door DB 12.0 Humidity 72.8% Outdoor WB 10.8 3/8/5/8 31,227 BTU,'h(24,105,IVQM] Est:Coding Discharge Afr Temp;59.2 65.0R(0) 22,51UBTU,rh Est.:HeatingDkhaYgeAir Temp:89.1 515/Foyer/VIiF-16 3/8/5/8 RR-1146NAMU-E 41,637 BU/h(31',309 BTWWi Fst,,Coalin3 DixMrgc'Av Tcmp:58.9' 60.Dft(0) 30,389 BTUM Est Heating Discharge Air Temp-4i 1 6;6/living East/VRF-15 PVFY-P4£NAMU-E 41,6378TU/h(31,5096TU/Fii Est.Cooling Discharge Air Temp:58.9 40.Dft(() t J17110,J6g h Est I hating Discharge A4 Temfx 90.1 717/living West!VRI--15A 3/8/5/8 PVFY-P30NAMU-E 26,62391'"(20.2606TU/10 Est•L'ocling'Discharge AiTemp-58.1 10.011(0) I 19,134BTU%h E"Fleatirg Discharge&r Tenp:9M 818/Buffet/V'RF-17 3/8/5/8 P%rE%'-P7CNAMU-E '26023,BTU/h(20,260 3TU/h) Est."Coonn9r9 Dscha a Air.TemPI 58,1 " : 10.Oft(( ! 19,134 BTU/h Est.'Heati•sg Disdwge Air-Temp:903 9'18/Buffet 21 I/RF-17A 0!1B(0) O:Nft(0) K Uiiw 712 to 50 tit5e 258/120 to 312(107.5%) PUAY-P240TSMIU-A-SS 11; 1 Number .a:e.uw mp.mra as serval wao•Y Pipe LSa.Liglid/Gas �� CIg.Tdal lSens.) -A a-if 203,409MU/h Ht Thal Pipe l.myur 465A/3280.0 feet - 1pB�I 160,19281Um P1pe Langh(EJbcws) C#OUO/ROOM/Tag Rei 9� xf A—h 201 n/54171 fM _ J1 est Cyu'ri. 391.0/623.0 feet �I nYFY-P48NAMU-E 1st Branch Actual: 171.0/295.0 reef ci11 � CT 37,8446TUM 29.821 BTUm; �.I:whrg Uucharge Av len 1stOmnch Cgvir: 171.0/295.0 het Cul/a 01buit 5,8/1-V8 220.OR(0) 5/a/1-1/8 978110) 518/1-1/8 Moft(01 5/8/1-1/a 23.0R(0) 5/8/1-1/8 105.Ch(0) U21713 1,011 O; 12/5/8 151Gt(0) 10 29,9116TU/n Tst Heating Duch-9.Air Tem ;tion Foam 12/1.18-OAR(0) 19/18 i North Bath/VRF-2 Ioor UM Gpachy. 1.62 1.001-18-OAR(0) 12 1 519 perature I.O2 0.67 150h(07 V L-ngOc 0£1 0.95 12/5/8 P M P36MAMU{ 28,383 8TU/h(23,002 BN/h) oshr� - 0.93 FSL Goofing L'sdlarge AirT p:E02 Deate•. 17.0 1.00 6.Oft O) A EtL 1-bating Discharge Air Temp:88.8 ( iD/17/Pro Shop/VRT-1u178arum 1 Derail 015 0.60 IV -P48NAMII- -Fst CcoBng DiulwrgeAir Temp:599 i—I RdrigeraeC 104.2 Ib 38/5/E 37,846 BTU h(29.821 WIN MhigemntAmaurrc 156211, 18.06(0) ® 941"' Est Heafug DadlargeAir Tesno:893 20/19/Prep IOhhen/VRF-39 3/3/58 INKY-P24NAMU-t 18y22 BTU/h(152.9i M/h) ge P Gtians P9 Est Cace Discha Air Tem 60A N 12JIft(0) S 141970 BTU/h Est Hadiry Di><lnrye Au Ten9a B69 22/21/--Storage 017 i VRF-7 _ D3 80.0 Humi46y 51A'A IMoor W8 67A PVFY-P30NAMU-E r,g 87.0 3/9/t( 23,612"1(19,-44 BTU/b) Est.CooGoq Disdurpe'AirT-P;99.1 f9 BIIR(0) ® 1R85i RRVh Eft Hmti.9 Codi*AirTe q,.90.0 t D3 707:, 17/N/With Hal/YIIF-1 oorD612-C Hu 723%Outd—W8108 PVfV-P24T,AhrJ-[ 18922 BTU/li(15,291 BfU/h) Bl Dluha eAUTem 60A mob 38/58 '19 r9 P• I5Aft(0) 24/D/CNb P4cards R/ .914,9N81Um F<t-Hwatng Divlwrg.ae Tergr tA9 PVFY-D48N4MU{ 37,s4A PTihTi(29,x21 WUA4 Est C-V.rg D'adrargeAirTemp:59.9, ® 8TUm Est Hmtirg Dsdurge Air Tenq:89A, :3:22/Emplo7ce&.hh/VR F FNMI- tut UniLw 4/21046 acit/: 1421108 to 2906(869%) PUNY-P216TSlMW-A-BS Pipe Dia.Liquid;Cas'M��Not°� CIg,To:el(Sens.) :ove®ere op3ory isnocaausi: 2y.. "�-y - :� 192,2886TU/n .' � Hr.TWA .1 pi PIPs 473.0/37800 f-t I 1 Pipe Leucth(EJltmvs) P 9: 143,729 BTU/n %�aup i Rcom 1 Ta_o Rr:f. hest Actual: 396.0/541.0 feet '-- hest Eg0'r 398-01623-0 feet - r 1st Branch AM& 73.0/295.0 feel _�' P'/FY P45NANU E Est.Cos:liny Dixhmye Au Te,np .45,030 BTU/h(33,894 BTU/h) r 1st B—ch Equiv: 73.0/295.0 feet CU=L-as wilt 5/6/1-118 325.Oft(0) 1><!1-1,8 10.Oh(0) 3B/7/8 3.Oft(0) 318/5/6 64.0!t(0) � 31 032 BIU!h Est.Heating Discharge Cur Temp ed)oa Factors 112/I-1/0-O.Of:(0) 25 i 24/Casual Dininq/Floor Regicters/VRF-10 L,,—,Wit CapsaiL•r.. 9DO '.00 319/7/R-O.Oft(0) 318/ 5/3 nperat— -102' 0.67 6.Oft(0) irsq LencM: :087 0,95 frosting 0.93 3/3/5/f FVFY-P45NAMU-E 48.040 BPJ/h(33,894 BTU/h) Eat.Healing OLc arge An Te np .93.8 yDetate: 1D0 ".Cd 140it(0) 35,932'B'PJih y g= 7fi'/75/ravel D'ning!Sld-11 RPgid—/VRF-1(W al Cem . OD9 0.°9 M/tY-V48NANU-1: - •Fit.S'nnli Tiigha -Air emn:57:1 itmal RPfng—t: 91.5 Ih 318i 5/8 4$U4U BIUfh 63,09.4.UIU/til �P'� .I Refri erant Amount 1328 Ib •1.Oft(0) 35,9728PJrh Est,Healing DigcMt ge Av Temp:93.8 g` 27/261G.11 R n West/VRF-12 d'dions CF) WFV-PARNAMI-FEst.-Cooling Dis_ha,ge.li Tessip:57.1_ 4QIk1t1 FM 1;h(:z3,Rg4 RTII/h)' li, ® Ls t.'Heahng L;mMrga:Atr femp:93.8' '� 20/271Cnll Rt Cast/VRf-12A35,9326TWh wr D6 80-0 Humidity 57-8% Indoar'AI6 6717 JO DB 87.0 ting wr DB 70.0 door UB 170 Humiclb f2.8'Y UAdocr'NIS lUS a at 8'OL 8M 1O F4nO %97/.APP-114 ]ZL 801-P 9(1,oc LUMBL6Z'LE9 L•l6:d—jj!Va6.eurkl46ulleaH�1z3 (4!1119 SLZ'E£)Wf1189ZS94 ® TL880 JOGP 9'LS:duialnyafuey�s!p6u!looj ys3 3-Ill7tlV84d-AiAd 0'L9 eMJOOPul %9':S AMWI ♦• J'C8 9010c (0)l4ag I 6ul Ws/D!£ (dJ -OWP4 6'16 cCwaLrya6,eyr106ugeaH•M 'Vf118118'£L ®S-d114.ca5-15-onb!1/aum/6/Ol (O;l1DpZ Ul!4/L gl £'1Zl aunowtl iuee6u/ayp Z'8S:du,a1-0F/a6,egx!O Eugoo�'ls3 '(Wruu L8Y'EL)WN.BLYY'LL ,.q 91 TSL au..6p I1WtIla81a'�O!I 3- N9ld-IdP•d t9'o 8dO .4..j Ir WLlla 4£Y'LzIHIM/1s3M UBgPlDl i ZL i El 6'56:dwaL_qv a6leg,sl0 6u;eaH,'ls3 � (0)13C'06 Co'. U]-L :alr,aU,a (WILLS fiSL,9E)R/1ll8 9£ZS OLS:cur-,lny afi,eymO 6ugo37•ls3 ZJ-0WVNPSd-AIAd 1•/E) WE c6'0 - �! t6'0 43'0 X0610-1a16ul, �bun (J)11O21 CL'0.ZTI =nlaadu 8/9/8/E (01710'0-SIL:8/E CO'. O7l :Alned.jp-n,mpl VL L--rJA 4'SL9 ua9:)11)1/OL/LL (0)lin-&'L-L!Z/L slopej uolia 656:d.—.L irc a6iml�c!�6inl-H•lg W018tWL 7 �t17 pyf�iv (J)#]-ZL 8/5/8/E (D)IW09 8!L/WE (0)UM& BIL-1, 8/S ng se laal OS6Z i 0011 -nb3 LPL-91sl ti O•Lc:.--L,!V ar—q—O ougoa�.ys3 (R/R1.8 6519£)4/(lL9 24£'ZS - lam) 036Z i OOL L !1--PV H,ua,31sL r. laa} OEZ910 SCT :.vnt:3;-N 1-14 ULVS i 090 :Ier43V;sa4 ';aa tie!/wood;dnolg (snnog8)4I6uaI ady-1 WI118 LLo EEI P4 OTRN.i ntCA s06u3l ad:d p Ie1J161H OnIR!6,RgI �,. /auece�1.=.uu 9 IWO.aa�a+uo (BOBS)e301'610 ,aywun,l�N Se7I G1nb1l"aia adl.d. se-v-nl"LYslzotd-.W ne ('.4706)9'64Z M 96 i 4Ll 'Il!- IV 04 11 v aiwn,u< mr Unite 4/2to 50 mitt 216/120 to 312(50.0%) PUNY-P240751i .Nadel IVUmhvr Pipe Dia.Liquid I Gas CIg.Teta(Sens.) _onnecbae apaay a nn acoaar woaoty -' '�, 11/,116 111 LVh "��-��` Htg.Tctal u Pipe Length 375.7/e2tU.0 Leet '. I 162,0018P(1/h ripe Length(Bbovvs) Group:P.00m/Taq Ref. hest Actial: 295.0t!41'0 feet —-- — frest Equiv: 2950/623.0 feet :r lst Eranch AO-1: 650/£95.0 feet PM-P51NAM11-F Fst,Cooling Discharge Air Terrp:56.5 sr 1st Eratdr Equiv.: 650/295.0 feet CU-5-as built / 14,045 6PJ/n(36373BfU/h) edion Factors 1/2 i 1-118-COIL(0) 5/8/1-1/8 23f-Oft(0) 3.8/7r8 /-0.OFt(0) 3/8/5/3 25.Oft(C I 4/13/Dining B(W)/VRF-19A40.5CO BPJ/n 6t.Hentiny Dixkmrge Ai.Tcarip:953 td—rUnitCapacity. •1.00 '.03 1/2i 1-118-CAft(0) 3/8/5/8 rip-alum 1.02 0.67 6.Cft(a ging Length ;0.69 095 hostinq: - 0.93 PVfV-P54ftAMU-C Est Cocli DlScha eA'v Tem 56.5 3/3/7/8 545 BTUi ,01h,36 873 BTUih) p N❑wratr- l.fl1 '.0) 0.1fl(0) -161151 EstHeatirgDischarge Air Tenpi9i.3 16/15:Dining B(q/VRF-1940,500 BtUAa al fwntr: •�of O.Fi)' �., P'JFf-P54NAMU-E Est.Cooling Discharge Air emp:56,5 liti—I Refog—nt 00.9 ib ET'' 54,015,BTtl/h(36A73BTLVh) 3/3/5/S 10.Oft'0 Est Heating Discharge Air•T61rp:95.3 0 Refrigerant Amount: 133.3.1b ) 17/16/Dering A;lh)/VRF-18'500 BTU.hr iditions fiq YO/Si0 '1n9 40t(0) mr DB 83.0 1-lumidily 51,8% Indoor WB 67.0 PVFV-P54KAIAU-E Est.Cooling Dscharge Air.Temp:56.5 door D6 87.0 54,045 BTL/h(36,873 ETU/h) - ® 40,500 BTL/. 6t.Heating Disdraiga AirTemp:953 tory 15/14/DininyA(EI/'VRF-18A )or UB r0k door DB 12 C 4Lmidity 72.8% Outdoor WB 10.8 SECTION 3 Per NY IECC SECTION C408 SYSTEMS COMMISSIONING C408.2.3 Functional Performance Testing Mitsubishi Start-up Report PROJECTIMANAGEMENT WALK THROWGH REPORT CPRE-START CHECKLIST JOB NAME:Fishers Island Club SITE ADDRESS: Fishers Island.NY'06390 MECHANICAL:M.J.Emonds Mechanical Contractors,LLC CONTACT INFO:Mike Emonds DATE - DESCRIPTION OF WORK COMPLETED NOTES XXXXXXXXXXX ELECTRICAL XXXXXXXXX 4/17/2018 LINE VOLTAGE TO OUTDOOR UNITS YES LINE VOLTAGE TO INDOOR UNITS YES VERIFY NAMETAG AND VOLTAGE ON OC YES VERIFY 208/230 ON IC AND BC YES Improper voltage @ BC-voltage corrected VERIFY SEPARATE POWER FEEDS FOR EACH MODULE YES VERIFY PROPER FUSE SIZE BEING USED(BREAKER/FUSE) INSPECT CLEARANCE FOR SERVICE ON DISCO MOUNTING YES XXXXXXXXXXX CONTROL WIRING XXXXXXXXX 4/17/2018 ALL CONTROL WIRING IS 16/2 STRANDED/SHIELDED YES SPOKE TO CONTROL CONTRACTOR ON WIRING PRACTICE VERIFY TB3 BUSS IN DAISEY CHAIN ORDER YES Issues corrected @ startup VERIFY T137 BUSS IN DAISEY CHAIN ORDER YES Issues corrected @ startup VERIFY REMOTE WIRING YES Address 03 wire was shorted-wire replaced VERIFY NOT TAPPS(EXCEPT ME TYPE REMOTE) YES Random inspection VEIFY LOCATION OF CENTRAL CONTROLLER YES VERIFY WIRE LENGTH RESTRICTIONS FOR TB3/TB7 YES XXXXXXXXXXX ADDRESSING XXXXXXXXX 4/17/2018 WENT OVER ADDRESSING WITH CONTRACTOR YES INSPECT CAD ON SITE FOR PROPER ADDRESSING YES EXPLAIN THE IMPORTANCE OF FOLLOWING SMART ME ADDRESSING XXXXXXXXXXX REFRIGERANT PIPING XXX0000(X 4/17/2018 VERIFY PIPE SIZING IS CORRECT ACCORDING TO DSB VERIFY NO TRAPS INSTALLED YES VERIFY NO PIPE LENGTH RESTRICTION VIOLATION VERIFY DSB IS ACCURATE FOR UNIT SIZING YES VERIFY NO DEVIATION FROM DSB(Y SERIES) VERIFY NITROGEN PURGING YES Pertech VERIFY ALL LINES INSULATED SEPARATLEY YES VERIFY TWINNING KIT PROERLY INSTALLED VERIFY NO SIGHT GLASS YES VERIFY NO LL DRIER YES VERIFY 600PSI PRESS TEST FOR 24 HOURS NO Pressure test to 50OPSI per tech VERIFY TRIPLE EVACUATION BELOW 500 MICRONS YES Pertech VERIFY KEEPING TRACK OF PIPE LENGTHS YES Contractor supplied VERIFY ADDITIONAL CHARGE CALCULATION YES See piping diagrams for each systems additional charge XXXXXXXXXXX DIP SWITCHES XXXXXXXXX 4/17/2018 WENT OVER FAN OPERATION SWI-7,SW1-8,SW3-1 YES IF USING REMOTE SENSOR REMOVE HEAT OFFSET(CHECK MOD) WENT OVER SENSING LOCATION SW1-1 YES Dip switch set to the ON position on all units EXPLAIN CONCERN OF OVERHEATING ON Y-SERIES YES IF USING CN24 SW3-4 ON FOR ALL DUCTED UNITS XXXXXXXXXXX MISCELLANEOUS XXXXXXXXX 4/17/2018 VERIFY PROPER CAD ON SITE YES VERIFY ALL EQUIPMENT MOD NUMBERS YES VERIFY UNITS ARE BEING HUNG PROPERLY YES VERIFY OC IS UP ON A STAND FOR PROPER DRAINAGE YES VERIFY PROPER PIPING ON CONDENSATE DRAINS YES Per random visual inspection VERIFY PROPER BC USED PER SYSTEM(HA,NON HA,MAIN,SUB) VERIFY ALL ACCESSORY CONTROLS ARE PROPERLY INSTALLED YES O.A damper to open based off of thermal demand )or Units: 912 to 50 ac 3121144 tc 432 1083 FUHY-f'1881 SKMU-A B5 Model Vumbe n) ( Ppe D a.,Ligtid/Gas_' ClgTotal(Sens.) :annecoWe eapadtyanotacwal casacity. 1/U,Gi661'Jlh '�?�- Htg:Total dPipe Length: 630.0/2698.8 feet '�t 19/,bP.N 286h PipeLen•gth(Elbuwsl Grotp'Roorn/Tag Rei. hest Actual: 295.0/541.0 feet hest Equir.: 295.016230 feet L_ CMB-Pi01ONU4-(411BC-2 '276.68MiA .r 1st Branch Actl: 95.0/197,0 feet 1-1Mi 1-3i1i ! (207,8956PJ/hJ ((}4_as 1 200,011(0) -197,528 BTU/h: ua !rlstBranch Equina 95.01197.0 feet 7/81--O-Oft(G) ection Factors 7181 MIR-O.OR(0) tdoor Unit Capacity. 1.02 '.00PVFY-P30MANU-E 18 1518 26.023 BTU/h(20.2f,ro BTUlh) EsL Cooliro Dischame A'v.Temp:53.1 nperature: 1.04' ,0.68 30.011(0) 1 19.134 BTUA Est Heatma Dsdra ae Air Tema 9`0.3 ,irg'Length: 0.98 0.96 1,11 Pmate Dine S!VRF 20 frosting: 0.95 a Dactil.. 1.00 '.00PVFY-P30NAMU-E '218/518 zc.oz?Brunr(zo,�6a BruAr) EsL Cudiiy D'enimrye Ah Tarup:58.1 .OR 0 19.134 BTU/h Est Heating Disci rge Air Terrp-903 al Derete. 0.94 0.62 40 ( ) 2 i 2!Prrvatc Owing N/VRF 20A litional Refrigerant: 1221 Ib d Re-ngerant Amount: 114.1 Ib PVFY-P24N4NU-E ?1R�I 51A 211.818 BTUfi(16.027 BTU/h) Est Coding Discharge Air Temp:59,4 20.011(0) 11 15,194 BTLIIh - Est HeaSna Discharge Air Tent:892 rnitions ('y 3:3/Bath/VRF-13 ling I&IDD 00.0 Humidity 51.0% ledoor WD 6Z0 PVFY-P36MANU-E 31,227 BTUM(24.105 BTUQr) FaLCv,i,-rrgDrsdmryoAir 7nnp:592- dwr OB 87.0 £y,Un(U) Q 22,510 BTUAr Est Hrdm9 Cisdrarye Ah Tednp.89.1 ding 4!4//.dmin/VRF-14 wr DB 70.0 PVFY-P36N4MU-E door DB 120 Humidity 722X. CLtdoorWB 108 1 218 1 51A 31.227BTUlh(24.405BTU/h) Est Coding CisrharueAir Ternp:59.2 ES.O11(0) ®5/Foyer/\'RF-16 X510 BTUAi EsL Heating Discharge Air Temp:89.1 PVFY-P48N4NU-E 41,637 BTUA 1(3-.,309 BTUflr EsL Cwli D'cuiw� a Att TGII 213 9 '18 1518 ) 'y. y V• tO.Ott(U) ® 30,389 B-fU/h .EsL Hmrnrg Mid-q.Au Tearµ931 6!6/living Eat/VRF-15 SIR PVFY-P48MM4U-E 41.637 BTU/h(31,309 BTUIIt1 Est Coolinq DischamaArTemp,58.9 40.011(0) in 30,389BTU/h EsG1,16thaDsdrameArTemp:90.1 MI 71 Living West I VRF-154 PVFY-P3OMU4U-E ?B 7 5/E .2fi.07J DTl)fi(20.260 DTU/fr) rt.Coding Dischany Air Temp:50.1 lUAO(U) 1h 19.134MA, EaL Heeling Disdroryc Aii Tnirp.90.3 8!81 Buffet/VRF-17 218 1 518 f VIY-1'30N4MU-C 26,023BTUlh(20.26OBTUIh) EstC:idiirg DisehargeAirTeritp:58.1 10.011(0) M 19,134 8TU)h Est HeaSna Midrame Air Temp:90.3 9,81 Buffet 2 i VRF-17A O.Oh(0) rnt(a x Units7/2 to 50 city. 258/120 to 312(107.5%) PUHY-P240TSW4U-A-BS Pipe Dia.Liquid/Gas Model Number Clg.Total(Sens-) eaaebapariy6mtxwaraw@y. , '.' 203.469BTU/h .r-^� Pipe length: 465.0/3280.0 feet - - 160.7928TU/h Ripe Length(FJbpm) Grou /Room/TagRef.Htg.Total .est Actuate 391.0/541.0 feet est Equiv_ 391.0/62310 feet 5/811_118 C6AY=/3025-G2 203,409 BTU/h(Ia2,39TBTUfi) tzt 6ranrh Actual• 17110/295.0 feet (�1_w� 220.08(0) �` 160,792 BTU8r 1st Branch Equrv: 171.0/295.0 feet 1/211-118-0.08(0) Rion Factors 1121 1-118-0.08(0) door Unite Capacity. 1.02 1100 PVFY-P48NAh1U-E Pa M 318 1518 , 37.844 BTUfi(29,821 BTUfi) EsL Coding Dedmge Ab.Tanp'59.9 peraturc 1.02 0.67 15.08(0) 29.961 BTU/h F.L.Heamg Di.."Air Taop:89.8 ng Length 0.81 095 231721 Employee Bath/VRF-8 - -ting: - 0.93 r Derate 4.00 1100 51811-118 CMY Y2025-G2 165.%58TUfi(132.5698TUN )Dem4e. 095 0.60 9108(0) '(Y -130.8526T" 6coal Refrigerant: 1042 lb Refrigerant Amount1562 Ib 318 1518 PVFY-P24NAMU-E 78.972 BTU/h(15291 BTUIh) EeL Coding Disdmye Ah Temp 60.4' 8108(0) ■ 14.970 BTU/h Eel Hcatmy Da�arge Air Temp:88.9 6tions (7) 24123/T2ub Rends R/VRF-9 ng CMY 2S{32 B 80.0 Humidly 51.8% Indoor W6 67.0 14.7 2-1/8 Y20146,644 BTUfi(117.278 91-M) oo,DB 8710 /4.0R(0) � 115,881 BM m9 ar DB701) PVFY-P30NAMU-E ' oor DB 1210 Humiditi,728%Outdoor WB l08 318 1 518 23.652 BT"(19,344 BTUlh) EsL Caafvg O'W.4Ab Temp:59-1 1208(0) ® 18.851 BTU(h - EaL Healing D'admrge A4Temp 90.0 211201 North 14a01 VRF-4 518 1 1-18 CMY-Y202S2'2 ,122.992 BTU)h(97,9350T(Uh) 2308(0) 97.030 BTUfh PVFY-P24NAMU-E y8 1518 18,922 BTWh(15,291 eTUfi) Est.Cad'vg Discharge AQTanp:60.4 18.08(0) ® 14,970 BTU/h Est.Heating Diad ige Au Tarp:889 221211 Storage 0171VRF-7 518!1-118 Y202S-02 8104.070 BTUTh 2,059 BTU/h (��BTU/h) 105.D8(0) PVFY-P48NAMU-E 12/S8 37.844 BTUfi(29.821 BTUfi) Est Cooling Discharge Ai Temp 59.9 6.08(0) ®201197 Prep ICddren/VRF-3 29.941 BTU/h Est Hearing Discharge Air Temp:89.8 1121718 �l'1' -02 �22y BTTUUm(52 .823 BTUm) 508(0) 12/578 PVFY-P36NAMU-E 28.383 BTWh(23.002 BTUlh) Est Coding Disc arge Ah Temp' 1508(0) 22.178 BTU/h Est'HeaSng Dsdiage Air Tamp: 11811171 Pm Shop/VRF-1 PVF1'-P49NAMU-E CgpTgg Decharga Air Tem; 12!SB 37.844 BTUfi(29.821 BTUfi) EsL 15.Oft(0) ®19118/North Bath!VRF-2 29.941 BTU/h Est Heating Discharge Air Tem, )or Units 412 to 46 pUHY-P216TSWU-A-6S Model Number achy 192/108. 280,818&9%) 192,288 BTJ/h Pipe Dia.Liquid) �� CIg.Totsl(Sens.) it Pipetn Length: itr g not 423- 13211 '� �`' 143.729 BTJ(h PI Le't, h Htg.Titel d Pipe Lengd,: 323.0/541.0 feet Q (0bows) Group/RD= Tag Ret h�Actual: 398.0/541.0 feet - --'-- hest Equhr.: 398.0/623.0 feet 518 1 1-1I8 CMY Y2112S G2 1921 E9 BTU1h(14.577 BTUAi) !rlstBranch Actuat 73.0/295.0 feet CU-2- ba 3750R(fl) I 143.7e98TUfi v 1st Branch Equiw 73.0/295.0 feet 18111/e O.OR(C) 'Minn Fartere M178.OM(0) tdcor Urit Capacity. 1.00 1.00 FVFY-P48NAMU-E . 318/518 48,040 BTIIDt(33.894 BTUC:). EsL.Cuulimj Disdiiaiye'Ai Temp'57.1 nperature: 1.02 0.6/ 4.Cfti fl) 10 35.9320.TW) '.Es,Heating Disdorge AT Tamp:93:8 ang Length: 0.8i 0,9:) 28 i 27/Gnll R.E-t/VRF 12A frosting: - 0.93 =r D-tp I.M. 1.00 1C/1-11a Csmm 144.119 RT111h(131.FA-ARTILh) al Dente 0.89 0.59 I0.0R(0) � 107.797 RnWi . litional Refrigerant: 815 Ib it Refrigerant Amount: 1320 Ib PVFY-P4dNAMU-E 48.1140 61 Ulh(33,894 F31 U/h) tsL'Uo>tmg Utscltarge M t emp:5/_I 15.0 t f 0) 11 35,932BTU(h FsLlie3tngDschwge Air Temp:93.8 nfitiure (°F) 27/28/GrWFnnWestIVRF-12 link f4Y Y2 )orDR 80.0 Humidity 51.3% 'ndoor C02S-G2 W9 67.0 318/7/8 p� 06,070 BTU/h,(67;788 BTUIh) doo-CD 07.0 3Oh(071:C85pTU/h ting -DR 78.) f'VI-Y-1114BHAMU-C dao•CB 120 Humidity 722% Outdoor V/B 10.9 V.9 15;A48.040 BTU/h(33.894 ETUM Est Cooling Discharoa m Air Tep: 3.Oft(0) ® 35.93213TUIh Est Heat noDischarOeAirTemp: 261,25/Gaeta!Divrg 1 Sulewall Registers!VRF-10A PVFY-P48NAMU-E 318/y,1{ 48.040.BTU/h(33:891'BTUlh) Est Coding Discharge AirTenp:57.1 o0.OR(•�) 35.9328T'UIh Est Hexing Discharge AirTenp:931 25 i 24/Cbsual Dining I floor Ry'uters i ViY-1D mrUmW 4!1tc41 / FUHY-YlY11 SKMU-A-H5 Model Numbe- acit): 1,4.96 to 249.6(90.60 Pipe Qia.Liquid/Gas CIg.Tptal(Sens.) :annectable capadtyis notacual-city. 178,tib/B I'JJh .!_'Z J Pipe Leno: `040!328D.G feet 133.9!7 SIVN Pipe Li:n.gth(Elbows! r Htg.Tatel hest Actual: 4050 1541.0 feet Grocp,Room/Tag Rei. hast Equina 405.0 r 623.0 feet CD1`(-Y202S-G2 )%/1-1Ri 163,657 BTIA(i 19.081)BTUm) a 1st branch Actual: 1100!295.0 feet Zi" 133,971 BTLHh C(/-3-asbrdF 295.00(0) :r 1st Bram Equiv.: 1100!295.0 feet 1211-118-O.Oft(0) action Factors 3817/8-0.00(D) tdoor Unit Capacity. 1.00 ".OD 18/yd CFAY Y2023{32 63.973 BTUlh(46.761 BTU/b) nperature 1.02 0.70 gO.Og(0) 51.102 BTUIh ging LengOc 0.86,-0.95 frosting: 0.05 PVFY-P4SNAMU E a Derdlc 9.00 '.00 V8 1 5fa. 46,526 BTU/h(33.275 BTU/l,) EaL-Cuuury Disd-geA6 TetnP.57.6 15.DR(0) ® 37.29i BTUAI Est HeatingDm&argeAir Temp:94.7 al Dente 030- 0.62_ 121111 L.-dry/Li-1 VFdF 6 ' litional Refrigerant 75.5 Ib d Kengerant Amount: 161.3 Ib 114/1!7 P'/FY-P1aNM1U-E 17.4478TU1h(11487 3TU1h) FsL Coding Diseharoa Air Temp:58-2 20.D0(D) 11 13.811 BTU1h Est Heaina Discharge AirTemp:91.8 dib-ons ("l-) 10/9/Wfne/liqurtEtoraceiVRF-5 ding >or DO 80.0 Humid' 51.0% l door WO 67.0 CMY`262S-G2 Humidity 218 1 718 104,684 M11,(72.319 BTU/Ir) dwi DB 87.0 tU.Ult(u) ) 822.868 BTUIh ting >or DB 700 PVFY-P54WUAU-E door OB 120 Humidity 719% Cutdosr W9 108 WR/SIR 52.342 BTU/h(36.159_BTU/h).Est Doolim Dschame Air Tempf 57.0 12.OR(0) 41-,434 BTU/h EsL Heatna Dsdname AirTemo:95.9 131121 Kitchen West/VRF-11 FNFY-P54NAMU-E 3f875IB 52,342BTLW(30,1593TUM) EsL Cuu6iy.Omd-ye Au Tmnp.57.0 12.1)11(0) ® 41,434 6W, EsL Heeling D'LM-y.Air ianp.95.9 1111011Gtchen 12 e0 VRF-11A x )or Units: 412 to 50 acity 216 1120 tc 312(90.0%) PUHY-F'24UISKMU-A-HS Model Vumbe- .mnembleupacitylsnatactualc-city. 1 ;',�*,' 21/.'Lh861'Jlh Pipe Dia 6igt,id/Gas �� CIg.Total(Sens.) d Pipe tLol: 315.1/541.00 feet 16L,W1 B I Jilt - Pipe LBO)th(Ellrowsl Grotp!Roam/Tag Ret Htg:Tot�i hestAchel: 295.0/541.0 feet hist Equir.: 295.0/6230 feet CMY-Y202S4G2 .r 1st Branch Actual; 6511/295'.0 feet 'aB/1-1113 215,179 STUM(147,491-BTUlhl cu 5-as bu$ 23D oa(o) 162.CO1 Brum 'rlstBranchEquiva 6511/295.0 feet V211-11B-O.DR(0) ection Faders 1211-1B-O.DR(0) C�YZD28 O2 tdoor Unit Capacity. 1.00 '.00 2191719 '108.089 M./:(73.746 ETU R0 npemture. 1.02 0.67 0.1ft(a 1 81.001 BTUth eng Length: 089 0.96 Frosting: 0,93 a Dacdc 4.00 '.00PVFY-P54NAMU-E 3B/SB 51,045 BTUlIr(3G,873 BTUflr) ,EsL Cuulirly Decd ralyc An.Ttarrp:50.5 a1 Derate. 0.91 0.60 (0) 51141 Dining A(E)/VRF 1911 40,500 B1L1h- Est-Hratng Discharge Air Temp 96.3 litional Refrigerant: 805 Ib it Ke-nerant Amount: 13311 Ib PVFY-P54NAf4U-E 9 3!11 Jr 5!11 54.045 ETUOI(36,873 81'U/h1 Est.Co>firm DischameAi Temp:56.5 IOAFt(0) 40,50D'ETU/h EstAi HeitincrDischameTemw95.3 rditions (-l-) In171161 Dirong A(M!VRF-13 ding -r DD 60.0 humid''tY 5111% Indoor WB 67.0 Ch1Y-Y2028-02 '6 8TU/h)4'JS!7I8 108,089 BTl111t(73 dwr DB 8711 4U gg i U) ZT� 81.001,BTURi ting -rDB 70.0 P'JFY-P54NAMlYE door DB 120 Humidity72.8% C"tdcorWB 102 3181514 54,045 BTUOi(36.873BTUlh) •EdtCodinaDischameAirTemo:565 6.0R(0) ® '40.5DOBTUrh Est H.-tinn DLid rqe Air TP.mp:95.3 161151 Dinino B(E)1 VRF-19 PVFY-P54WllJ-E 318/513 54.045 BTU4r(30.873 3TM) Esl"Cw5rry Disdraty_An Temp.5G.5 Zoan(U) .�/131 Din ng B(W)1 V.ZF79A 40"500 BTUdt EsL Htwting Di uharya An Tnnp.95.3 aor Units 9/2 to 50 312/144 to 432(108.316) 7URY-P288TSKMU-1k-BS filydA.1 Nllmhat -onrecramecapaaymnut actual camaty. .. ; Pipe Dia. .CI.3.-o:al(Sens.) �. -1! s /U,638 8I U/h Htg.Total itPe eLen tit biGU/Lb48.8 Leet ! Pipe Lergth(E.bow3) P 9 147.528 BTUJh Group)Room/Tag Ref. fest Actiai: 2950/541.0 feet - --- fest Equiv_ 2950/623.0 feet CMR.P1010NII-11A1/RG7 270,638 BTURi 1-1/8 i I-3/8 [207,89;•BTU/Il) r est Eranch Actual: 9501197.0 feet CU- 200.Oft(0) dm�� 19i,5?881UM u In Eranch Equiv.: 950/197.0 feet CV'1-�hsa'� ection Factors 718 1----GOR(01 t loor UnitCapacity: 1.62 '.D) 7)8 i 1-118-C.Oft(0) PVFY-P3C NAMU-E - L318/5/8" �26,0.,3 8iL/h(:0,260,Bf11/h) lot Discharge Ar Tcmp 59.1 npcatum; 1.04 0.63 30.DFt(0) , 19,134 sm/h Est Heating Discharge Air Temp!903 ,ing Length ,.318 0.95 1!1/Prime Dining S/VRF-20 Fmsd nq: - 0,95 er r-te: 110 PVhY-Fr3UNAMU-E 3/B/5/8 7fi073RT1L1h(7Q,7fi(IRTI1/h) 'Fct.C.nnlingnivh3rgn,AiiTwrp:5fi1 A Carafe: 0.44 O.fi� 40.Oft(01 19,134&6,% Est Heating Dimiiargc Air Tcmp:90.3 2 i 2/Private Dining N)VRF 20A fitimel Refrigerant 122.1 lb it Refrigerant Amount 174.1 Ib PYFY-P24NAMU-E 20.618 BTU/h(16027 9TU/h) Est.Coaling Dscharge'Air--Temp:59A. AirT OO.DIt(0) 15;194M/h' Est.Heating Dacharg=_ anp:892 editions {`F) 3,3/Rath/VRF-13 " Ing )or DO 87.0 iamidi 5 L8% Indoor WB 67.0 RTY P36NAMU E tY 3/8/5/8 31,L'LL81 U/h(L4,lIri"BIU/h) Est.Cooking Discharge Air lamp:59.2 door DB 87.0 95.0k(0) E 22510 MA Est,Heating D-acha•ge A;Temp:89.1 tQ1y 4!4/Admin i VRF-14 mr U8 N.0 PVIFY-P36NAMU-E door DB 12.0 4Lmidity 72.8% Outdoor NB 10.8 3/8/S/8 31,2276TU,T(24,105 BTU/h) Est:Cooling Dish3rge Air Temp:55.2 65.011:(0) ® 22;510BTU,'h Est."Heating DischargeAi Temp:89.1 W51 Foyer/VRF-16 PVFY'-P48NAMU-E 3/8/5/8 41,637 B'illlh(31~07 BTU/hl Est.Cooliisg DixiurgcAir Tcmp:,58.0 60.Dft(0) ® 30;389 Mfh ,Est.Heating Discharge'Air Temp:99.1 0,'v/Wing East/VIRT-15 316/5/2 PFY-P48NAMU-E 41,637BTU/h C31,'309BTU/hl Est.Cooling Discharge Air-Tarnp: 589 40.Oft(0It J0,339 DTU/h Est.I lentig,Di--clnrge Air Temp,90.1 7;7/'living v/est;VRr-tiA P%TY-P30NAMU-E 3/8/5/8 26,0236R1/h(20.2606f6lN 6t'CnclingDischargeAiTemp 58.1 I O.Ort(0) ® 19,131 BrU/h Est Heatirg Discharge Air Tenp:9).3 US/8/Buffet/VRF-17 318/5/8 PVrY-P3CNAMU-E 26D23,BTU/h(20,260 3TUA) Est.Cooling D'scharge Air Temp:58.1 l O.Dft(0) 1 19,134 BTU/h Est.Heatitg Disdrarge AirTenux 903 9.11 Of Buiet 21 VRF-17A (L7@(0) OAft(0) 91 mUiit,u 7/2.5D dty. 258/120to312(107.5%) PU4Y-P2407510.tU A-BS 11 f Number Prpe Li..Ug1ud%Gas CIg.Total 1Sans.) rmttOahowdryis r:s amulaway. •7 Ta IF 203,409 BTU/h �A H1 Taal Pipelrny0r 4G5D/3280.0 feel - —1� 1W,192 BIU/h R�� ') Group/ROOM/Tag Ret 9 w lrhwk 391.n/Sl1n ixt - -- ; est Equi'_ 391.0/673.0 feet _ o`Ff-P48NAMLLE 1st Branch Actusk 171.0/295A feet �j � � � �{'� T{i 37,844 FTU/n(29,8218TUfi; krt toohrg Uachage Nr lem 1 rt Omnch"ui.: 171.0/295.0 feet CU-1-as bust "11-1/8 220.0h(0) 578/1-1/8 911Nt0) 5/8/1-1/8 14.Ob(01 5/8/1-IB 23Ah(0) 5/8/1-1/8 105.CR(0) V2f70 1AR(0) 12/SB IS.Oh(0) ® 29,911�EW/ &LH®Bng Dir<hnge Air Tem :tion Factors 1/211-1/8-0J)(t(0) 19/18 i North Bath/VRF-2 I—UMCapacdy. 102 1A0 12/1-1/8-0]R(0) 12/5/8 peraturc: IM 0.67 15Jfc(0) g t'r. 051 0.95 PM-P36NAMU4: 12/5/8 28,383 B711/h(23,002 B1U/a) ostnq: - 0.93 lirg i ge ArtT p:E0.2 De.atr. 1.[0 1.00 6'00(5) ®/I7/Pro Shop/\T1r-122,178BTU/h Est'Fkatirg Oisdarge Air Temp:E88 I Dente 0.65 0.60 geran 3111/We PJFV-0dANAMII--= -&1,CcoGng Diuharga Air T p:599 ioml e. t 1562 Ib 37,844 BTl1Po(29,821 HRl/W Rehigemm Amoum 130.216 180R(0) ® ,9410R1fi Est Heating Decherge Air Temp:69.8 ZD/19/Prep IGtchen/VRF-3' W—CF) 3/3/518 MY-P2414AMU-k 16,9228Nfi(152916TU1h) -Coc1mgDischar3e Pir7 p 60A ng 12M(0) [ 18922BR)/h - Fy.He,U gD6,1.,VcAaT np,ae.9 u/21/Storage 017 i VRF-7 oD 3 80.0 Humidity StA7e' Indoor KB 67.0 22 Est.Cooling Dr-.L ge'AirTerrp:59.1 DB 87.0 3/8/5/8 23,0528TUn:(19,344 BR3Ad ng BAR(0 1110.R51 RnUh Est Heatinj Cischarge A4Temp:90.0 D3 70.0 21/N/North Hal/V1UJ oor DO 128 Humidity 72.8%Outdoor WB 10.8 3/8/!/8 VVrV-F24hAM'J-[ 18,9228TU/li05,2918TU1n) Esc C0o0rq Discharge Air.Temp:60A 15AN(0) ®/23/C1rb P.econis R/YRF-9T49t0H1Ufh Rl.P—ng nivlurg.Ce Lnjx B)k9 PVFV-W8t1M1U-E Est.C-Urg Dkkuuge Ai,Tempi 59;9 37,&U FFA(29,821 BTU/N ® - Est_H_619 D¢chargeAir tirr 898 23 122/Employee 3aU,/VRF E�$31 BTUlb 1 rm Units: 4/2 W 46 acitf 192/108 to28Q8(88g%) OUHV-P216TSIOAU-A-BS Pipe Die.Liquid':Gas.:Oludtd Nuntbe• CIg.70:81(Sens.) :mne®weo�ary is noraaurt caaa7ry. ' ' 192,288 MU/n �' He Tntal J Pipe l-9th: A730/.:PMO fent �1$ i 143,729 BTU/ft Pipe Leau i(Ellutvs) . oupl Rcom/Ta_a•Ref. hest Actual; 398.0/541.0 feetI hest Equi_ 398.0/623.0 feet J _i r Ist Branch ACtLak 73.0/295.0 feet pVFV P4SNANUE 4 46,MO BTU/h(33,891 UrUA,) EI.Cocliny Dixhn:yr Au Tn p r 1st Branch Equi,: 73.0/295.0 feet CV-2-asbuiR 5/8/1-118 325.1)11(0) �!1-va 1J.Of:(0) 3//718 3011(0) 3/8!5/8 Wcrt(0) 16 35,3281U!h Ft.Heatins Diuharq.Air Te-p ection Factors l{211-118-O.Of_(0) 25 i 24/Casual Dininq/Floor Registers/VRF-10 Lawr UniL C.Pacikr. 1.00 '.00. ;/8/7/11-n.M(0) 3181 5/8 nperatun:: IDY 0.67 6.0ft(0) inq Length: 087 0.95 FVFY-P48NAMU-E Est,Codi Discharge Ai'Tem .1 Frosting 0.43 3/3/51E .18040 BTJ/h(33,894 BTu/h) p'57• :r Derate: .1 Do -.IX) 140ft(0) '6t.Hreliny Cinf e:ye Air Temp:93.8 ;6 75/raaal D:n�ruj!S3$932 id-11 Rpgict-/VRF-1(14 BPJrh oI C:c OM 0.59P'/FY-MNANU-1: Fd. arliwj rNvhargP Air 57:1 if-A Rpf gyP mt: 91.5 Ih 381 i 5/8 4ELL140Bl'J/hF_'3,694BIWhl 3 RePo rant Amocnn 132.81b •1.011(0) 359726TJrh 'Est;Healing Dist:baye Ai Temp-93.8 ge 27;26/G.11 Ftrn West/VRF-12 dltiona PVFY-P4RNAA111-F E,t:Cooling Discharge Ai,Temp:57.1 4FL(Mn RP.1/h prt Ru RTIUh). ® fsCHeattng Cts:targe Air lemp:93.8 wi D6 80.0 Humidity 51.8% Ind-W13 67.0 lirry 20/27/Cn'I Rm Cast/VRr-12.035,932 BTJlh dwr DB 87.0 ting mr DB 70.0 door U8 12.0 HumidRy /2370 Uatdaar'NB 1133 ,or Units 4/1to 41 + 7UHY-P192TSKWU-A-BS Uledal Vumltar �•_it/: 174.9610_49.6(90.;75) Ripe Dia-Ciqu(]I Gas C1g,TDta(Sens.) --Mo.mpaoy¢ruts I...ty. ti�� "3Ye ,768,bSi tll U/h H1g.Tetal d Pipe LengUe Y)4U!321ALU feet _ - 133,971 BTUIh 1Tipe Length(Elbows umup'.Room/Tap Ref- hest Acbial: 405,0!541.0 feet hest Equiv, 435 0!6230 feet r let Er-h Adual: 1100!295.0 feet _JCu3 bulk WW-P51AAI4tl-F 52,342 BTU/h(36,159 BfU/h) Est Discharge Ceoline AirTcmo:57O ir x 4 1stErchEquiu: 110011295.0 feet 5/8/1-18 295.01t(0) 3.+8/718 60.Oft(0) 3/8/5/3 12.CdtCC) ® p.434BTU%h 6td cHmryCixfeeryeAuTenrp:95.9 e action Fadoa 12 i 1-7;8-C.OfI(0) 11/1U!lGtchen fast/VNJ--T A tdoor Unit Capacity. 1.00 '.00 3/8,'7!8-OJM10) 318/5/8 npemtu- 1.02 0.70 12.Eft(C) -ingLerath 0.66 0,91 hosting: - 0.95 PVfY-PS4NAMU-C Est Ceolirm Discharge AGTems:570_ 3!3 /3/4 52,342 6711th(36,159 Bil11h) x D-te: 1.110 'M 90,it(0) 41,434-/h Est'Heat ng Cischarge Air Temp:959 13!12:IGtchen west/YRF-11 A r-tin.- O.pB 0.67 ((11,, PVFf-P78NAMU-E -itional Refd9crant 75.5 Ib �T17,447STU/h(13,4876TU/h) Est•Cooting Dlxharge Air 7emp:5&2 it Refrigerant Amount 121.3.1b 114/112 20.0ft(0) 1 13,817 BTU/f: Est.Heating Discharge Air Temp:91.9 10•/Q/Line!Liquo-Storage;VRF-5 d'dions CF) 3+0/5;0 15.0[(0) ,ling ror DB 8).0 flcmidhy 5'1.87. Indoor WB 67.0 PVFY-P48NAMU-E Est:Cooling Discharge'Air Temp:57.6 door DB 87.046,526 BTu/h(33,275 arwh1 ® 37,291 BfU/h Est Heating D-echa•ge Air Temp:'94.7 au:y 'R/11/Leurnlry/Unera/`/RF-6 )or UB /0.0 door DB 12.0 4umidity 72.8% Outdoor NB 10.8 -Wit. 4/2 to 50 -it)o 210/120 10 312(50.0M ?UHY-P24O7SWU-A-BS 'Pipe Dia.LlquiJ/Gas M"dnl AVcmhcr :Clg.Tota:(Sens.)I _-mcm0v rapaoy 6.t acmar-ty.. 79_"$ 21/,256 81 UP It fTipe Length(E3trows) d Pipe Length 315.1/'-2tu.0 Leet 162.001 6TU/h .Group F Room/Tag Ref.Hlg.Tdal Crest Actual: 2950 1541.0 feet - hest Equiv.! 2950/62--0 feet /J rlst Grar<h Actual: 650/E95.0 feet PVFV-P51AAEdtI-F - Est.Cooling Discharge Air Ten-p;56.5 CU-5-as twill 54,045 6TU/:r(308;3 BTU/h) •r Ist Etanch Equiv_ 65.0/295.0 feet 5/8/1-1/8 23CAft(0) 3/8/M /0.0Et(0) 3/8/SB 25.0ft(G) 4p5CU BT;J/.i St.Heating Dirclmrye Air Tanp:953 ection Factats 1/2i 1-1/8-wit(0) 14/13/Dining 8(VV)/VHF-19A tdoor Unit C2pacitr 9.00 '.03 1/2i 1-1,8-C.Oft(0) 3/E /5/8 npemtum: 1.12, 0.67 6.Cft(0) ,ingLr1q: 0.E9 -0,95 PVEY-P54NAMU-1 Est Cocli Dixha eAirTem 56.5 fwslirrq: �- 0.93 3/3/7!8 Sd,015 H1Uih,;36,873 BTU,'h) n9 � P =r Ferrate: 1.r0 'D1 O.ifl(D) �/15:DininS B(E)NU-1,40,500 BTUt'h Est Heatirg Discharge AirTenp:95.3 A F:wrate. 197 0.61 �l- P'JFY-P54NAMU-E at Cooling Discharge Air emp:56.5 lits-I Refigemrit .00.9 'It, !Y 5.1,015.BTU/h(36,87d BTUrhl Air Te rl Refrigerant 133.0 Ib 3/6/S/9 loo17 Est Heating Discharge 0) 17/16/Dining A;l4)/VRF-18'500 BTU'!. m 95.3 F ditions ('F) 7/0/5i0 dng x.03(0) wr DB 87.0 HLMidity 5:.8% Indoor WB 67.0 PVFY-P54KAMU-E �64f��(36,873�� ,Est,Cooling D"scharge kir.Temp:SGS door DB 87.G ) ® Est.Heating Disdraigz/urTemp:953 tirry 15/14/Dining A(E)/V16-18A40'S00 8TL/h mr UB 70.0 door DB 12.0 Humidity 72.8% Outdoor NB 10.6 Water Heater Start Up Report This.-Is not Intended to be and all-inclusivia fist of the problem that the Service A&Mmay entijiinter.,AriV'iteriich&ted"'n6"ori this listShould be thoroughly investigated and correcth/0 action taken,1frequir.ad. SERVICE'AGENT, INSTALLA'IF16N DATE: MODEL NUMBER: R.+-,1 2 06 1-16 1 SEkVj65'lJAtE'.* 1 t SERIAL NUMBER: LPPA310N.APDRESS, GAS TYPE—CHECK ONE NAT A PROPER GAS VAEUSWRIMED.- S,) N.6. I GHECKCLEARAWE.(i�.IROU`ANSWE-R) A. Are exterior clearances adequate? B. Are interior i clearances adequate? e :ho' Comments: [I. CHECK MAKtUP'Afk RE Is the,c{uWitq of make-up air adequate? 65 Ei6 Commerits. B. Is lfie-quiintfty of make--up air adequate? (e§) no Comments. Ill.. GAS PRES$URE(FILL IN ------ALL-UMM-019. A. Supply gas pressuref_o_Inches of W.C.(flowing) B. Maqlfald:qau pressure(main butTie.r)LInches al-W.Q,..ibowi'ng} comrilents: IV. VENTING(CHECK) A. Acceptable equivalent Footage Ae-S) no S. Proper material jPQ C. Proper exterlof installation n o D. Condensate will drain e no Comments:. V. WATER'PIPING Is 1pp�,sy*qrn properly at;zed? no: Is thd:sjstetn properly installed?' no Arei-lbere any water leaks? 006 a recirculating system? no If so,is it operational? es no VI. SAFETY A, Air If exhaust is blocked will arilt lockout? 110 It sit intake is blocked will unit lockout? g nb B. Water Temperature -Is the thennostat adjusted to!he lqyvast accaplplq ta�lpperalure? _Y6 V66 -Does theinstallaffloh'have a Mixing YiIN0 :no -If so,is It operational? e • no, -What is the outliA te'ft6atdre bf the.mVin§VaW.`01- yes no NOTE;To-minimize'the risk of.scald)ng,ft 1.20 T ' I api&operly"raWtempet'rqura-an pre W ' o, Is-there a properly Installed expansion tank? -AA Shdbld,thei6 be?. 'no" C. Electrical Is the 120 VAC electrical powers supply properly wired? no Are all the BTH corilrof covers in place? aopl Y" no. is the 120 VAC electrical power supply properly fused?- 0, Fiammables Are flanimabie materials located In the area of the water heater?or air Intake? yes Are-frarriiiiable vapors located In the area of the water heater'?or air Intake? yes E. Gas If tM gas supply is reduced or turned off 4vill-thb,milt turn off? no .Comments: [This servlce-checkllst may be*phoio,Copied.tolssist-with PI Fl Technical Training Department -A.0.Strift-Walet Pro'dwis'Co. 42 .Ashland R Water Heater Start Up Report_ This Is not intended to be and ail-inclusive list of the prbblenvthat the Seivice Agent tiiay encounter.Any'iteri't checked"no"on this list should be thoroughly investigatedand corrective action taken,.if required.' r SERVICE AGENT: o1.,� G•�`.vti .a IN$"�At.t.f�TlOt+iDAT�: 3t la � �� MODEL NUMBER: �i�f J ,� , n�"""�" SERVICE DATE: SERIAL NUMB, � LOPJ'VON ADDRESS: PHONE ( ) - GAS TYPE--,CHECK ONE tEROPA PROPER GAS VAEQC-.V-1'F1E-D- I. CNECKCLEARANCE.(CIRCLE`1 N.SWER) A. Are-exterior clearances adequate? -na B. Are.Iriterioi clearances adequate? s TO Comments: 11. CHECKMA .-.. A. . REQU(110 va A. Is-the.auality of mak@-up air adequate? g }Tp Commerits: B. is the quantity of make-up air adequate? eg rio Comments: Ill.. GAS PRESSURE(FILL IN BI ANkCL(3Nl"i'�O.. A. Supply gas pressureyv gizches of W.C.(flowing) B. Manifyld.Qas pressure(main bumer)Liinches.of ViI:C...(fiowfng) Comments: W. VENTING(CHECK) A. Acceptable equivalent footage no B. proper material no C. Proper r exterioiristaliation a 'T np D. Condensate y4drain grti no domments: V. INATERIPIPING tsthe.sysfempipperfysized? %ten/C Cr�Qc,L'-iE'i �n ti /00 :ng: Is ihd system¢roperiy installed? eS. no Are•ihere any t,vater leaks? y } Does ttfd'tristallation hang a rdcircuiating system? ne If so,is it operational? -S no VI. SAFETY A, Air If exhaust is blocked will unit lookout?' 110 If air intake is blocked will unit lockout? "-"" `"-"'"' gg nb B. Water Temperature Is the thermostat adjustedto the lowest acceptable temperatu1.re? C7 y s nb -Does th©'instat€atioh have a mixing Valva.? 'no f -i:so,Is it opetattonat? a M. -What is the outlet teriipe:�attire bf the.rnixing valve?, J;�d es no NOTE:To minimize the risk of scatding,;tho manufactwer;tgcomrneails S onrrg Vra.er;at Is a'p�operiy'rated tumperi�tiire and pressure'retiefvalve:in$talieci? rjt3' Is there.a properly Installed expansion tank? jp Shobid-there be? e5 `n6 C. Eleclrical Is the 120 VAC electrical powers supply properly wired?(including polarity) 5 no Are all the STH control covers in place? "" no Is the 120 VAC electrical power supply properly fused? no 0. Flammables Are flantmabte materials located in the area of the:nater heater?or at intake? ___ M Are fiammable vapors located in the area of the water heater?or air intake? yes E. Gas _. t- If the gag supply is reducers or tamed off iviitthe urik turn aff? eS ho Comments: (This service checklist may baphoto copie, to 2ssistivith OTHseryice:cats. Technical Training Department � A.O..Sm1th:!NaterPr90uc1sCo." 4,29 Ashland City'Tennesseo A 2Q0 WOODCOCK&ARMANI SUMPISEWAGE EJECTOR PUMP START UP REPORT JOB NAME: �`'� -a S1c•�. C�� \t�C�yS- r �s, JOB NO. L2 - }5 DATE: �f ! 7/ � �Y Mechanids Name: Type of Unit Unit No. Unit Mfr. Model No. , Serial No. Pump Name Plate Voltage f oft) Phase 2 Amp Head Data Voltage 1 Z 3 Float Operational 'Ye Oh 04 No Float Accessible No Impeller /ron NOTES: Discharge Size , r� C c,fi e�P Cover Secure Lube Line Operational —y-e- S Motor Secure Check valve Installed �� h �,�/ �.�'" 11-eG CJ n NOTES: WOODCOCK y&ARMANI UMSEX09NEUVEM ` PUMP START UP REPORT JOS NAME: _ �S1,p^ i SlG:ti^. i �U i\oT z JOB NO. DATE: Mechanic's Name: Type of Unit P74 e-112, !'JC,- C,rI I L//'1-D J Unit No. Unit Mfr. Model No. A—99 Q f"rO SR—pA--171� Serial No. (j 3 Pump Name Plate Voltage Phase o Amp , ~� , Head Data Voltage 2 3 iea6 Yes No Ye No Impeller NOTES: Discharge Size A C,Dgeen Cover Secure Lube Line Operational Motor Secure Check valve Installed NOTES: NEW YORK STATE DEPARTMENT OF HEALTH Report on Test and Maintenance Bureau of Public Water Supply Protedlon of Backflow Prevention Device For the year PM Initial test- Coffplete entire form Please use a separate form for each device. Annual test-Coirplate Part A only Public Wqter Supply Account No. Count Block Lot Facility Name Location of Device ............................................. .................................................. Address street city Zo Device Manufacturer Type 0 RPZ Model Size(in inches) Serial Number InformationWcd.S DC - V CX) 0 Line Pressure Psi IN ...... WNW= Leaked r Leaked C= ..... ..... Opened at psid Data Closed tight Closed light Pressure drop across first in d y Check valve psid .......... Repaired by Name .......... ...... Lic a Date repaired[D Ell ID M d y Closed tight Closed tight 0] 0] Ell Pressure drop across first Opened at psid Date M y .10 check valve pelt Water Motor Number Meter Reading Type of Service: (check one) Al., A Aj,A 0 Domestic 0 Fire rdOther YN klve r Loin Remarks (Doscribadeficlencies:bypasses,outlets before the device,connections between the device and point of entry,missing or Inadequate WMap,etc.) Certification:This device [ff masts, 0 does NOT meet,the requirements of an acceptable containment device at the time of testing I hereby certify the toregoing data to be correct. 76 "Y 13i 112 Print Name Certified Tester No. Si lure Expiration Date Property owner's(or owner's agent)certification that test was performed: ...I.........I.................... ........................... 1� I ....... Print Name Title SignatureTelephone Certification that Installation is in accordance with the approved plans. (To be completed by the design engineer or architect or water supplier.) I hereby cortilly that this Installation has been made In accordance with the approved plans. Name TitleDate Ell ID NYS DOH Log# 1P License NPhone umber m Representing Describe minor Installation changes ......... ......................................... .........................................".............I........................ ... Address ............................I............ ................................................................................ City Stare Zip Signature PtUTE:Send ons oomp'etad SPY ro 6te designated health deparimeM representative and orse copy to the water supplier within 3Q?daps ar testing at the device. DOH-1013(MI) Notify owner and water supplier Immediately If device falls test and repairs cannot Immediately be ma&. WHITE - OFFICE COPY YELLOW -CUSTOMER COPY PINK -NYS DEPARTMENT OF HEALTH 4 NEW YORK STATE DEPARTMENT OF HEALTH Report on nest and Maintenance Bureau of Public Water Supply Protection of Backflow Prevention Device For the year '?,(-'k 9f Initial test- Corrplefe entire form Please use a Sepsre9t9 form for each device. C:3 Annual test-Complete Part A only Public Water Supply =AocouR No. County toric Lot Facility Name '!�Vjre i-, Location of Device .................. ........................................................................... Address ......` ^..... ................................. sir city ZIP Device Manufacturer TYPO r-A RPZ Model Size(in[aches) Serial Number Information 1101)�'&- DCV - 9 iQT1 2-1 1 0 /6ilp .1�11201'-11'111.05-611111-'W S ro; LinePtessure 50 Leaked CJ Leaked Opened at psid Date Closed tight Closed tight Pressure drop across first m d y pald Repaired by Name Lic# ...... ...... Date repaired [DIDED m d y Closed tight Datem � m Pressure drop across first Closed tight Q Opened at psid check valve psid m d y Water Motor Number Meter Reading Tyr of Service: (check one) (00), 1? ?-1 '3 l 15 Domestic 0 Fire ©other Remarks (Describe deficiencies:bypasses,outlets before the device,connections between the device and point of entry,missing or Inadequate airgap.ore.) Certification:This device E)meats, 0 does NOT meet,the requirements of an acceptable containment device at the time of testing I hereby certify the foregoing data to be correct. Print Name Certified Tester No. nature - Expiration Date Property owners(or owner's agent)certification that test was performed: 11 ...... .... P41.......— ............................. ...................... .... ....................... (f6o) S'1'6-?y46 ....................................... Print N me Title Signature--3Telephone o Certification that Installation is in accordance with the approved plans. (To be completed by the,design engineer or architect or water supplier.) I hereby certtfly that this Installation has been made In accordance with the approved plans. iName Title NYS DOH Log i I I Date [D a] a] Phone m d y lJoense Number Representing Describe minor installation changes ................-1.........I....................................................................................................................... Address ..............................I..................... ................................ ........11...........-.-.......... :City State Zip L Signature.:�� NOTE:Send one completed CON to Me designated health department representauve and we copy to the waler supplier within 30 days of testing of the derAw. DOH-1013(MI) Notify owner and water supplier Immediately If device falls test and repairs cannot Immediately be maft. WHITE -OFFICE COPY YELLOW -CUSTOMER COPY PINK- NYS DEPARTMENT OF HEALTH V l � ► � � � � DATE Company Namel Comfort Systems USA PROJECT Street Address 6500 New Venture Gear Drive City,ST Zip East Syracuse Naw York 13057 Phone Fax 315-425-7100 PHONE815.471-6857 FAg SYSTEM Technician(s) Customer Name t';�tt�r \ \,,�4 'C \U �j READINGS BY Customer Address Customer City,ST Project Test Date 1 44 JOB NUMBER Systems P� •'T , Job Number - 1 FTF# foo Lacetinn /Settin GPM Date .eh e�L 4C.. Pei t + t< S-. <r 7 t Ftry l �, elf eaM fo,4 r"�i :iC Z1Yt h re p 0 2W2 NCI rae.ver 9.0 -- SECTION 4 Per NY IECC SECTION C408 SYSTEMS COMMISSIONING Pre/ Functional Performance Testing Ductwork INNOVATIVE ENGINEERING ® SERVICES, LLC — IES�— AN INTEGRATED ENGINEERING + DESIGN FIRM Ductwork Pre-Functional Checklist 'Preliminary' Fisher Island - Country Club Approvals This filled-out checklist has been reviewed. Its completion is approved with the exceptions noted below. Date of issue of the attached report is February 150.2018. The following Commissioning items were identified during our 12/07/17 and 01/25/18 site walk through. These items were limited to equipment and materials which were easily accessible or exposed. Review of duct work was in accordance with Project drawings, specification sections 15820 Duct Accessories, 15815 Metal Ducts and associated submittal documentation unless otherwise noted. 1. Requested documentation submitted Equip Tag Mechanical Responsibility Accessories Manufacturer's cut sheets X MC Performance data X MC Installation and startup manual and plan X MC 2. Installation Checks Check Pass/Fail Duct hanging and support is provided in accordance with SMACNA standards P*1 Ductwork is labeled with indications of service, direction of flow and associated system designation Duct work is constructed of galvanized steel P Ceiling diffuser connection(typ.)is installed as per project requirements. Open duct ends have been properly sealed from construction dust/debris. P*2 Adequate gauge duct straps have been provided with a maximum half of duct parameter of P/2=30" in accordance with Table 4-1 on SMACNA HVAC duct P*3 standards and specification section Hangers and Supports. Ductwork is sealed before and after fastening&attached w/sheet metal screws P The following ductwork is sealed to SMACNA seal class duct sealing; 1. Air Handling units to supply risers(horizontal mains) p 2. Supply ductwork horizontal mains. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Pagel of 3 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz Check Pass/Fail Ductwork is installed with a minimum of a 1-inch clearance for required Insulation is scheduled to insulation thickness. start the week of Feb 5`h Single blade or opposed blade multi-louver type as detailed in SMACNA P standards was provided for volume dampers. Access is attainable allow for the required duct cleaning. In accordance with P SMACNA standards. Instrument test holes have been provided on the discharge duct Will be completed by balance.No action required. Field quality control tests and inspections according to SMACNA's"HVAC Air Smoke test was performed Duct Leakage Test Manual"were preformed in accordance with specification on January 25`h on EF-4 and section EF-5—Results of Test PASS Cleaning of existing Ductwork is completed in accordance with 15890 Turning vanes are double wall construction of minimum 24-gauge galvanized P*2 metal as per specification section Air balancing is provided on all new system s and those designated existing air Balancing will be performed systems to the quantities shown with the following tolerances: by Wings when systems are Note: balance report includes the represented criteria as represented in complete.No action specification section required. Comments: *1 Finish providing riser support for all ductwork that passes through attic floor. Duct support shall be in accordance with SMACNA FIG. 4-9 Riser Support — From Floor. Note: floor supports were reviewed on HP-14 and found to be compliant in accordance with SMACNA requirements. *2 Ductwork is properly sealed at open end/s to protect internal ductwork from dust and debris. Interior of VRF units were observed as dirty and shall be cleaned as required as per specification section 15890. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 2 of 3 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz *3 H Support supply duct at VRF-11 and MAU-1 to allow for free movement of the 'flexible connecter' Supply and Return duct diffuser is slightly bowed in the middle from the pressure of the vertical duct connection. Provide additional duct support as required. Provide adequate supports for VRF piping to VRF-12. Ductwork shall not be utilized as a means of duct support. END OF CHECKLIST 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 3 of 3 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz 0 e. SECTION 5 Per NY IECC SECTION C408 SYSTEMS COMMISSIONING C408.2.3 Functional Performance Testing IES VRF Pre& Functional report INNOVATIVE ENGINEERING SERVICES, LLC --IES AN INTEGRATED ENGINEERING+DESIGN FIRM Variable Refrigerant Flow System Pre-Functional Checklist Fisher Island Country Club—Fisher Island, NY Approvals This filled-out checklist has been reviewed. Its completion is approved with the exceptions noted below. 1. Requested documentation submitted Equip Tag ZD System Responsibility Manufacturer's cut sheets ✓ MC Performance data ✓ MC Installation and startup manual and plan ✓ MC Sequences and control strategies ✓ CC 2. Model Verification Installation of Mitsubishi Variable Refrigerant Flow submittal documentation submittal dated 05/23/17 as reviewed. Units were spot checked confirming installation criteria in accordance with submittal and project drawings. Volts/Phase/Amps Volts/Phase/ SYMBOL Model/As specified As Installed Specified Amps Installed HP-1 PVFY—P36NAMU-E ✓ 208v/5.63Amps/1 Ph ✓ HP-2 PVFY—P48NAMU-E ✓ 208v/4.13Amps/1 Ph ✓ HP-3 PVFY—P48NAMU-E ✓ 208v/4.13Amps/1 Ph ✓ HP-4 PVFY—P30NAMU-E ✓ 208v/4.13Amps/1 Ph ✓ HP-7 PVFY—P24NAMU.-E ✓ 208v/3.OAmps/1 Ph ✓ HP-8 PVFY—P48NAMU-E ✓ 208v/4.13Amps/1 Ph ✓ HP-9 PVFY—P24NAMU-E ✓ 208v/3.OAmps/1 Ph ✓ HP-10&A PVFY—P48NAMU-E ✓ 208v/4.13Amps/1 Ph ✓ HP-12&A PVFY—P48NAMU-E ✓ 208v/4.13Amps/1 Ph ✓ HP-11 &A PVFY—P54NAMU-E ✓ 208v/5.63Amps/1 Ph ✓ HP-5 PVFY—P18NAMU-E ✓ 208v/3.OAmps/1 Ph ✓ HP-6 PVFY—P48NAMU-E ✓ 208v/4.13 Amps/1 Ph ✓ HP-13 PVFY—P24NAMU-E ✓ 208v/3.OAmps/1 Ph ✓ HP-14 PVFY—P36NAMU-E ✓ 208v/5.63Amps/1 Ph ✓ HP-15&A PVFY—P48NAMU-E ✓ 208v/4.13Amps/1 Ph ✓ HP-16 PVFY—P36NAMU-E ✓ 208v/5.63Amps/1 Ph ✓ HP-17&A PVFY—P30NAMU-E ✓ 208v/4.13Amps/1 Ph ✓ HP-20 &A PVFY—P30NAMU-E ✓ 208v/4.13Amps/1 Ph ✓ HP-18 &A PVFY—P54NAMU-E ✓ 208v/5.63Amps/1 Ph ✓ HP-19&A PVFY—P54NAMU-E ✓ 208v/5.63Amps/1 Ph ✓ 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 1 of 5 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz c 3. Installation Checks Check'Pro-Functional' VRF-01 VRF-02 VRF-03 VRF-04 VRF-07 VRF-08 Cabinet and general condition of unit ✓ ✓ ✓ ✓ ✓ ✓ Permanent labels affixed,including for fans ✓ ✓ ✓ ✓ ✓ ✓ Casing condition good:no dents,leaks,door gaskets installed ✓ ✓ ✓ ✓ ✓ ✓ Access doors close tightly-no leaks ✓ ✓ ✓ ✓ ✓ ✓ Connection between duct and unit tight and in good condition ✓ ✓ ✓ ✓ ✓ ✓ Vibration isolation equipment installed ✓ ✓ ✓ ✓ ✓ ✓ Maintenance access acceptable for unit and components ✓ ✓ ✓ ✓ ✓ ✓ Access doors/removable panels are operable and sealed ✓ ✓ ✓ ✓ ✓ ✓ Condensate drainage is unobstructed and condensate pan provided ✓ ✓ ✓ ✓ ✓ ✓ Check'Pre-Functional' VRF-09 VRF-101A VRF-12/A VRF-111A VRF-11 VRF-6 Cabinet and general condition of unit ✓ ✓ ✓ ✓ ✓ ✓ Permanent labels affixed,Including for fans ✓ ✓ ✓ ✓ ✓ ✓ Casing condition good:no dents,leaks,door gaskets installed ✓ ✓ ✓ ✓ ✓ ✓ Access doors close tightly-no leaks ✓ ✓ ✓ ✓ ✓ ✓ Connection between duct and unit tight and in good condition ✓ ✓ ✓ ✓ ✓ ✓ Vibration isolation equipment installed ✓ ✓ ✓ ✓ ✓ ✓ Maintenance access acceptable for unit and components ✓ ✓ ✓ ✓ ✓ ✓ Access doors/removable panels are operable and sealed ✓ ✓ ✓ ✓ ✓ ✓ Condensate drainage is unobstructed and condensate pan provided ✓ ✓ ✓ ✓ ✓ ✓ Check'Pre-Functional' VRF-6 VRF-13 VRF-14 VRF-161A VRF-16 VRF-171A Cabinet and general condition of unit ✓ ✓ ✓ ✓ ✓ ✓ Permanent labels affixed,including for fans ✓ ✓ ✓ ✓ ✓ ✓ Casing condition goad:no dents,leaks,door gaskets Installed ✓ ✓ ✓ ✓ ✓ ✓ Access doors close tightly-no leaks ✓ ✓ ✓ ✓ ✓ ✓ Connection between duct and unit tight and in good condition ✓ ✓ ✓ ✓ ✓ ✓ Vibration isolation equipment installed ✓ ✓ ✓ ✓ ✓ ✓ Maintenance access acceptable for unit and components ✓ ✓ ✓ ✓ ✓ ✓ Access doors/removable panels are operable and sealed ✓ ✓ ✓ ✓ ✓ ✓ Condensate drainage Is unobstructed and condensate pan provided ✓ ✓ ✓ ✓ ✓ ✓ 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 2 of 5 228 Park Ave.S 488637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz Check'Pre-Functional' VRF-201A VRF-181A VRF-19/A Cabinet and general condition of unit ✓ ✓ ✓ Permanent labels affixed,including for fans ✓ ✓ ✓ Casing condition good:no dents,leaks,door gaskets Installed ✓ ✓ ✓ Access doors close tightly-no leaks ✓ ✓ ✓ Connection between duct and unit tight and in good condition ✓ ✓ ✓ Vibration Isolation equipment installed ✓ ✓ ✓ Maintenance access acceptable for unit and components ✓ ✓ ✓ Access doors/removable panels are operable and sealed ✓ ✓ ✓ Condensate drainage is unobstructed and condensate pan provided"comment ✓ -IT ✓ below typical all • Note:all condensate drain pans are in process of being cleaned. Typical All VRF Units NOTES/COMMENTS Each cabinet was provided with the following as per specification Exterior units reviewed(during preliminary review) section schedule:to Include each VRF system with simple remote Complete were provided in accordance with submittal control temperature sensor Mitsubishi PAC YT61CRB(MA)or documentation. equivalent Provide Mitsubishi remote controller AE200 with WEB accessible Complete Final checkout is in progress Interface Outdoor unit refrigerant circuit has the components as defined in No issues were noted aside from submission of specification section In Progress manufactures start-up report.Components will be reviewed during functional testing of the DDC system. Damper alignment correct In Progress TAB complete reference report dated April 16,2018 specific CFM/Damper settings Filters clean/tight fitting. Complete Installed will need to be evaluated/replaced at end of project. All dampers close tightly Complete Dampers manually adjusted closed properly Duct leakage test criteria was test and preformed, No apparent severe duct restrictions Complete duct leakage noted was in accordance with SMACNA duct leakage class 3,see reports for additional information. Turning vanes in square elbows Branch duct control dampers operable Review in progress Balancing dampers Installed Review in progress Power disconnects located within site of the unit it controls and Complete No issues were noted with installation.Disconnects labeled shall be labeled. All electric connections tight Complete Based on preliminary review no issues were observed. All control devices and wiring complete Review in progress Control wiring is complete 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 3 of 5 228 Park Ave.S ft88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz Check'Operational'Tests NOTES/COMMENTS Control system Interlocks connected and functional per specification Review in progress Verified in accordance with specification and approved control submittal Factory installed microprocessor controls in the outdoor unit(s) Review in progress Verified during unit start-up with manufactures representative. Bac Net gateway is provided for open protocol(2-way) communication between all VRF system Review in progress Represented controller operates as per design Intent. Review in progress Checked via Controls network and on wall t-stat Safeties In place and operable. Review in progress Verified per spec Outdoor-air temperature Indicator Review in progress Within 1.5F Deg+/- Unit has no unusual noise or vibration Review in progress None detected,with handheld db meter. Damper strokes fully without binding and spans calibrated and BAS Review in progress reading site verified VRF system main BC controller are properly Installed and operational Complete—N/A Reference comments below Proper location,Installation and display of thermostat Complete Installed as per construction documents. Proper temperature display at DDC workstation Complete—N/A Reference comments below Specified point-to-point checks have been completed and Review in progress Confirmed onsite with CT Controls tech. documentation record submitted for this system Comments: Preliminary balancing is in progress: as referenced.There are some areas of airflow as referenced that the total discharge airflow/CFM are being reviewing and/or for possible rebalance and spot checking of the associated units to ensure they achieve design criteria. Photographic Documentation Typical VRF unit that is installed within I the attic space. r .: i 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 4 of 5 228 Park Ave.S 7188637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz Contractor shall ensure all volume dampers are properly labeled and insulation neatly wrapped around damper. 10 Energy Schedule tlI Nn�t � Settings FloorBIOCKAIIC �?^17 irb I Typical VRF screen located at Building Wr Management System. Review of graphical ® , interface represents installation in accordance with Project documents. WIT END OF CHECKLIST 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 5 of 5 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz INNOVATIVE ENGINEERING SERVICES, LLC —1ES AN INTEGRATED ENGINEERING+DESIGN FIRM Variable Refrigerant Flow (VRF) Outdoor Unit CU-1, CU-2, CU-3, CU-4, & CU-5 Check if acceptable, provide comment if unacceptable NA Comments Upon start of VRF Units verify control system energizes VRF outdoor unit ® El start sequence. Upon shut-off of VRF indoor units the VRF outdoor unit de-energizes Restart VRF indoor units one minute after VRF outdoor units shut down. Verify VRF outdoor unit restart sequence,including operation of anti-short- 11 El Final review is in progress cycle timer. Comments: Emergency power operation of VRF units and associated HVAC systems shutting down in a fire condition was not yet reviewed. Please note:this is a.code requirement and.shall be tested during the remainder of our'functional testing: S SECTION 6 Per NY IECC SECTION C408 SYSTEMS COMMISSIONING C V66.2.3 Functional Performance Testing Exhaust Fans INNOVATIVE ENGINEERING SERVICES, LLC - 1ES AN INTEGRATED ENGINEERING + DESIGN FIRM Exhaust Fan Pre/ Functional Test Report Project: Fisher Island Country Club — NY Exhaust Fan EF-1, EF-2, EF-4, EF-5 and EF-6 Tag: Note: EF-3 was eliminated System: Exhaust Fans Building: Fisher Island Country Club — NY Location: Fisher Island, NY Describe Overrides /Status and Operating Condition of Equipment: EF-1 Greenheck BSQ-130-10 servicing the toilet/JC Exhaust is an inline fan at a static pressure of 1.0 ESP IN. WS with 2,000cfm located in the attic EF-2 Greenheck SQ-85-D servicing the elevator machine room is an inline fan with a Y2" SP in we with 300 cfm EF-3 Deleted EF-4 Captive aire#RMF1135CA servicing Hood#1 is an inline fan with 1 1/z SP in. wc" with 2,250 cfm located in the attic. EF-5 Captive aire#RMF1135CA servicing Hood#2 is an inline fan with 1 '/Z SP in. wc" with 2,250 cfm located in the attic. EF-6 'provided by Kitchen consultant' servicing Hood #3 is an inline fan with 1 Y2" SP in. wc" with 1,500cfm located in the attic. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 1 of 4 228 Park Ave.S 088637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz d INNOVATIVE ENGINEERING SERVICES, LLC - IES- AN INTEGRATED ENGINEERING + DESIGN FIRM Requested documentation submitted Equip Tag AC Responsibility Manufacturer's cut sheets x MC Performance data x MC Installation and startup manual and plan x MC Sequences and control strategies x MC Sensor Calibration Verification Check the sensors listed below for calibration and adequate location. All field-installed sensors and gages, and all actuators (dampers and valves) on this piece of equipment shall be calibrated in accordance with Specification Section 01810. All test instruments shall have had a certified calibration within the last 12 months: YIN . Sensors installed in the unit at the factory with calibration certification provided need not be field calibrated. Location Is(Gage or Instrument Final Gage Sensor OK BAS Measured Pass Value Value Y/N Exhaust Fan 1 ✓ ✓ ✓ Exhaust Fan 2 ✓ ✓ ✓ Exhaust Fan 4 ✓ ✓ Review in &5 progress Exhaust Fan 6 ✓ ✓ Review in progress 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 2 of 4 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz 4 INNOVATIVE ENGINEERING SERVICES, LLC - IES--- AN INTEGRATED ENGINEERING + DESIGN FIRM Installation Checks EF-Delete Check EF-1 EF-2 Fan properly adjusted ✓ ✓ System static pressure complies with design requirements Exhaust fan was installed per detail on drawing ✓ ✓ Power available to fan disconnect and is located in accordance ✓ ✓ with Project requirements Proper motor rotation verified ✓ ✓ Controls interlocks properly installed ✓ ✓ Control interlocks operable Dampers/actuators properly installed and operable Operation of the Exhaust Fan is reported Installation Checks Check EF-4 EF-5 EF-6 Fan properly adjusted ✓ ✓ ✓ System static pressure complies with design requirements Exhaust fan was installed per detail on drawing ✓ ✓ ✓ Power available to fan disconnect and is located in accordance ✓ ✓ ✓ with Project requirements Proper motor rotation verified ✓ ✓ ✓ Controls interlocks properly installed Control interlocks operable Dampers/actuators properly installed and operable Operation of the Exhaust Fan is reported to the DDCP. 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 3 of 4 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz INNOVATIVE ENGINEERING SERVICES, LLC - IES--- AN INTEGRATED ENGINEERING + DESIGN FIRM �r— Exhaust Fan CFM Check Exhaust Fan CFM as CFM Total S.P Drive Volts/ Pass/ Specified Actual Ph Fail EF-1 2000 1975 1.0 Belt 208v P EF-2 300 377 0.5 Direct 120v P EF-4 2250 2218 1.5 Belt 208v EF-5 1500 2397 1.5 Belt 208v EF-6 1,110 1841 1.0 Belt 208v Remarks: Acceptance Criteria (referenced by function or mode ID) For the conditions, sequences and modes tested, the fans, integral components and related equipment respond to changing conditions and parameters appropriately as expected, as specified and according to acceptable operating practice. Note: these tests were conducted as a standalone basis Final review of exhaust fan operation in accordance with operational testing is still in-progress Comments with Acceptance Criteria: Review of exhaust fans was conducted in accordance with Project documents/ Field installation. Items reviewed appear to comply with manufactures and approved equipment submittals. Final review of exhaust fan operation in accordance with operational testing is still in=progress 33 No.Plains Industrial Rd,Wallingford,CT 06492 Page 4 of 4 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.iesllc.biz INNOVATIVE ENGINEERING SERVICES, LLC -ZE S NEED - AN INTEGRATED ENGINEERING + DESIGN FIRM ter— END OF COMMISSIONING REPORT 33 No.Plains Industrial Rd.,Wallingford,CT 06492 228 Park Ave.S#88637,New York,NY 10003-1502 T 203.467.4370 T 212.627.5035 F 203.793.7729 www.lesllc.6lz