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Home My WebLink About42715-Z FOLIreo' . Town of Southold 10/24/2019 "A P.O.Box 1179 0 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40803 Date: 10/24/2019 THIS CERTIFIES that the building COMMERCIAL ALTERATION Location of Property: 54180 Route 25, Southold SCTM#: 473889 Sec/Block/Lot: 61.4-21 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/16/2018 pursuant to which Building Permit No. 42715 dated 5/23/2018 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: foundation and alterations to an existing commercial building for retail mercantile on first level with unfinished basement as accessory to the mercantile occupancy and two residential apartments (one on first level with bedrooms on the second level and one apartment on the second level,)as applied for. The certificate is issued to Einstein Square LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42715 8/6/2019 PLUMBERS CERTIFICATION DATED 9/11/2019 H rd u g Heatirn&AC A d ignature p�VVF0 TOWN OF SOUTHOLD ��,� BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42715 Date: 5/23/2018 Permission is hereby granted to: Einstein Square LLC 95 Hopper St Westbury, NY 11590 To: construct a foundation under an existing building as applied for. At premises located at: 54180 Route 25, Southold SCTM # 473889 Sec/Block/Lot# 61.4-21 Pursuant to application dated 5/16/2018 and approved by the Building Inspector. To expire on 11/22/2019. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $250.00 CO -COMMERCIAL $50.00 Total: $300.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 TISUvtQ'��7d7J Date. 5—//(o//& New Construction: X Old or Pre-existing l Building: (check one) Location of Property: 51 -L/L/ /S70 oQ I-S 0 /A// House No. Street ' Hamlet Owner or Owners of Property: �jt�5 �/l/4"'t, Suffolk County Tax Map No 1000, Section (tel Block Y Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: AI/A Underwriters Approval: Planning Board Approval: /YVA Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ f)® L11 Applicant Signature ne so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �Q roger.riche rtCa-town.south old.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Einstein Square LLC Address: 54180 Route 25 City: Southold St: New York Zip: 11971 Building Permit#: 42715 Section: 61 Block: 4 Lot 21 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical X Outdoor X 1 st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 16 Ceiling Fixtures 25 HID Fixtures Service 3 ph 600a Hot Water gas GFCI Recpt 8 Wall Fixtures 11 Smoke Detectors Main Panel A/C Condenser 4 Single Recpt Recessed Fixtures 23 CO Detectors Sub Panel 4 A/C Blower 4 Range Recpt 2-50 Fluorescent Fixture Pumps Transformer AppliancesM26 Dryer Recpt 2-30 Emergency Fixtures Time Clocks Disconnect 4 Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment. 4-service disconnects, 4-service meters, 1-range hood, 4-bath fans, 7-paddle fans 1-electric hand dryer(blower)1-30a electric water heater,3"EXIT/EMERGENCY"fixtures,5-ARC fault circuit breakers Notes: Inspector Signature: Date: August 6 2019 81-Cert Electrical Compliance Form As C \ 1 Town Ball Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 M Ezz BUILDING DEPARTMENT TOWN OF SOUTHOLD } SEP 1 2 2019 12Y110G �—T:1'.D' CERTIFICATION Date: Building Permit No. Owner: In LLC (Please rint) Plumber: FkcY-! atl P Lt I 121A G-� , (Ple e print) r I I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) i Sworn to before me this day of_ , 20� i DENISE J PEARSALL Notary Public,State of New York Ido.o.0109 PE6200158 Qualified in SuNk Comity L Term EcPires FebrUNY 2,20 Y,� Notary Public,!�—Nj LL .County i I i 42 Y SOF SO//ly H O i 0 MV,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ 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: �A* DATE D Y INSPECTO SOF SO(11h, # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [/FOUNDATION 1ST �/1'✓�'�'v [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 191 ov\/ M Ir DATE INSPECTOR SOF SOUT,�, �o� olo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 / INSPECTION , [ Fo NDATION 1 ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE,SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 1 'vv 0fovDK mq' DATE y$ INSPECTOR 1 - pF SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1602 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. 2 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION j ] CAULKING REMARKS: s_ DATE 01 INSPECTOR �� SOUlyO6 * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION ( ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [�] CAULKING REMARKS: DATE l INSPECTOR �� e H.EAT'IN'G -� 'CUULING � SEP 1 1 2019 -" Glenn; Attic duct system at Einstein square apartment is,lined internally with'i inch liner with R Value of 4:2' and.External foil-wrap I%".Attached.,is copy of the material used. John-Zurawski I, I E ! (� I Cf t i ! i i . I i I � i i I ' tf I I . �l I I - 11500 Old Sound Avenue, 00 Box 106, Mattituck;_NY 11952 10 631.298:-55271,F631.298-.5534' www.kolbmechanical.com i i , fr .. x �`' 'v ate►� f R` s i k Kn t4 1 E �A WN v 4; a �'°""Sa"'�""►►f� 90004904 .... . Ductner G - - —-- -- i' Flexible Fiberg putt liner4711 1 1001 391.66 ti,193,8mm 30.48m 36.38m2UL R4.2, 0.70 .. | Lj NEW YORK 8U | LO | NG SEP ] 1 2019 |r,cxwoLos, m��m�mm�� /axov, Affidavit Of 2015UGCC Compliance Date: 9/6/2019 Inspection Address: 54180 Main Road, Southold - Upperlevel apartment of mixed use building This istoCertify that on 9/3/2019 the above address has been tested in accordance with the provisions ofthe 2Ol5 |EC[asamended bythe 2O16New York State Supplement: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with ASTM e1@37and meets the minimum standard of: EXISTING STRUCTURE-NOT APPLICABLE 402.4.1.2 2015 IECC Compliance: N/A 403.2.2 Duct Sealing:(Duct Blaster Test)The Building duct and plenum system has been tested by post construction test inaccordance with Appendix AofNational Home Energy Rating Technical Gide|inesandASHRAElS2, and meets the minimum requirement of: P cfm25pa per 100 Ft2 ofconditioned floor area. System 1: Attic Leakage CFM@25: 42 Supply R-value: Return R-value System 2: Leakage CFM@25: Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: ,�4�2 CFM@25 1677 Sq Ft CFA Leakage Limit: 0,CFM@25 Slgnatui�e of tertifie'&RESNET'HERS Rater: HERS CIA Provider: Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccareu/ ,�i�ificatlon #3587347 607-277-6240 Notice oyindependent Status.Asper the requirements the t01SBuilding Code oyNYS, New York Building Technology Group Inc. and/or it's Inspectors(Ratom)are not and shall not buowned,controlled by,oohave shared financial interest with the owner ofthe project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that uoindependent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts ofinterest with regard to its professional activities. 159Route 25/, Bldg 1Suite 8, Miller Place, NY117G4 Telephone: 63148SOI@9 Fax: 631S084S38 Ennei|: NY8TGT8@gmnai|.conl Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 June 7, 2019 Mr. Michael Verity Principal Building Inspector ! - { Southold Town Building Department t-] A SEP 1 1 2019 54375 Main Road Southold, New York 11971 171-1 71T T11TT"k-71 _0 27?1 111 Re: Einstein Square Dear Mr Verity: I visited the site and inspected the water supply and waste plumbing. The waste lines were filled with water all the way to the roof and the water lines were filled with pressurized air. Inspection found the waste lines to be free of leaks and there was no loss of air pressure from the water lines. The plumbing was found to be installed in accordance with Code. If you have any questions, please call me at 631-298-1986. Yours truly, 4F ��• ��M4• on on, �= 051684 � A � Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 August 23, 2019 Mr. Michael Verity Principal Building Inspector Southold Town Building Department 54375 Main Road Southold, New York 11971 Re: Einstein Square Dear Mr. Verity: I visited the site and inspected the building. I found the residential spaces to be completely finished and it is my professional opinion that the spaces are in compliance with all Code requirements and are currently occupiable. If you have any questions, please call me at 631-298-1986. Yours truly, .rrj•tl'? 1}. ��i�,:rr it t�F:. � E. d 051684. 4 110 E ' � ► i k=r � -� SEP 1 1 2019 ' ROCKET INSULATION LLC 65B AIR PARK DRIVE t ' RONKONKOMA, NY 11779 '' tNStt�l4T4Q�1 $ CtQ�OttNQS P: 6317509075 F: 6317509076 r_ - wwRocketSoravFoam com rocketinsulation@gmail com +ri�.. i rv_ w � } Insulation Certificate SEP 1 1 2019 This Form must be filled out and posted to comply with building code requirements. The following products have been installed in accordance to manufacturer's guidelines by a qualified installer. Fiberglass Insulation manufactured by: Owens Corning Certainteed Foam spray polyurethane manufactured by: Lapolla Industries Foam spray manufactured by: SWD Urethane Area Insulated Thickness/Aged R-Value** Basement Metal Q Deck Ceiling(Applied to all exposed foam in TPR2 FLOE Fireshell Basement) "Nominal thicknesses are-representative of field, spray-applied foam material. R-Value is based on manufacturer's claims Jobsite Address: 54180 Main Road Southold NY 11971 of Installation:07/18/2019 Building Contractor: Heidtman&sons.Inc. 'Installed By: Rocket Insulation LLC =Post Near Electric Panel- r �y.1ff0(KcO � SOUTHOLD TOWN FIRE MARSHAL RFisher o • 631-765-1802 x5028 yO1 Baa NOTES & COMMENTS robert.fisher@town.southold.ny.us Business/Job: IEA)�T 'A Address: S/B/L: l� l �_' 2 ( Date: 7 / ©V'� �( 27 � 5 FireN otes-18-2-w-seal.docx FOUNDATIONCONEVIENTS INSULATION-------------------------- ROUGH FRAMING& PLUMBING ENERGYSTATE •D Ulun TA ADDITIONAL COMMENTS M• , �, IDEA ME7 TOWN-OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 7.6571802 Planning.Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. -Check Septic Form N.Y.S.D.E.C. Trustee C.O.Application Flood Permit Examined 1)20 Single&Separate Truss Identification Form Storm-Water Assessment Form 2 (� Contact: Approved ,20 Mail to: Disapproved a/c Phone: Expiration Z 2- ,20 no [9f7WE . D ctor M g 16 2016 APPLICA O OR UILDIN T T. Date � , 20`Cf OLD INSTRUCTIONS TORN OF SOUTH a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION"IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housin regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 5- /go Rf d;S ' House Number - Street Hamlet 91/ County Tax Map No. 1000 Section Block / s Lot 6 Subdivision Filed Map No. Lot 2. State existinguse and occupancy of remises and Yntended use and occupa cy of proposed construction: P Y p a. Existing use and occupancy b. Intended use and occupancyle�- Gc��?c1'�i 3. Nature of work(check which applicable): New Building Addition Alteration_ Repair ( Removal Demolition Other Work (Description) 4. Estimated Cost 'AZO, a®D Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions -Front 1✓; ; t f,':: a°,/Rear Depth Height Number of St6rids 8. Dimensions of entire new constru_ction:Front Rear Depth c I Height Number of Stories 9. Size of lot: Front Rear Depth x 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO K * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Gr, GGIGy O �-� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contract Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of l�7tj 20 `�� L 'L/�✓ �^ MARGARET C. RU Ki Notary Public Notary Public,State Signature of Applicant No. 4982528 PP Qualified in Suftolk Coun p 3. Of 4 40 Scott A. Russell a°s� � STO]KIM[ V SUPERVISOR - IMIA.NA\G]ENDENT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 a - Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT T INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) Yes NUt,�ndati� O'} Istt�tc� � � �(x; S �-©�� t�-� 0j;to ❑© A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑0 B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. E]E] C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E]FJ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ D 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 flet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: District `� p NAME: C-( n' I- c n dva Y`e '7 eq/ (P-1) Section Block Lot y� DOW ts - '' rr'"°`""' """°` FOR.BUILDING DEPARTMENT USE ONLY Contact Information T4 Reviewed By: Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — 5-y RC-) t/J, �S ❑ Approved for processing Management Building Permit. '56 , Stormwater Mana ment Control Plan No red. dau0(/� /let 7� !(Forward tormwater Management Control Plan is Required to Engineering Department for Review.) �9 FORM * SMCP-TOS MAY 2014 APPLICANT S.C.T.M,#: 1000 CHAPTER 236 (property Owner,Design Professional,Agent,Contractor,Other) — d10 Ir (( y Stormwater Management Control Plan CHECK LIST NAME c c< C D-�T.� Section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. d' Date: * The applicant must provide a Complete Explanation and/or Reason for not providing S1/� /� of�t�' all Information that-has been Required by the following Checklist) GQ dlllpl T.kph—N—b., A 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a Location & Description of Property Boundaries mom 0'/h tan -sh& e H c--'-CkW aA_V _ b. Total Site Acreage. 0 c. Existing -Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§26-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �0 e, Limits of Clearing & Area of Proposed Land Disturbance. ow ft(! f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & O proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). O0 k. Location of proposed Construction Entrance/Staging Area(s), I. Location of proposed,concrete washout area(s). tit M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch 0 rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. 0 b. Construction Entrance & Site Access, 0�0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 d. Leaching Structures (e. . infiltration basins,swales,etc.) `1Y 1'1)li ENGINEERING DEPARTMENT USE ONLY I Additional Information is Required. Reviewed & ® Stormwater Management Control Plan is Not Complete. Approved By: - — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: I ® SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 Town IiaH Annex � 54375 Mala lioad Telephone(631)765-1802 P.O Box 1179 ' fOG1�rrlcfiP ©��nV!1S SoithdkL NY 11971-0959 BLMU)M DFPARRTAHM . TOWN QF'S .U='OLD APPLICATION FOR ELECTR�C� IMSPECTiON TED BY � - Date: pang Name: Id7 r Lo-c--r2,C. F. G P�2rz c c,t:o No.: No.: JOBSUE INFORMATION: (*Indicates required lnfb 'nation) *Name: *Addrec.1 'A�. . ss: m,Air� f.o A c� (Z9 *Crow Street o� S A V e - *Phone No.: ! -73 q -7 Y eL4 Perrnit No.: a2 16, Tax-Map District: 1000 Section: Block: Lot *BaIF DESCRIPTION OF WORK(PhMe prW Clearly) S 6 mZy / a5— P rj o (Please.Circle AN That Amy) *Is job ready for inspection: J *Do you need a Temp Cexticate: YES NO. Rough In Final NO i eMp ftftrmadw(if needed) *Service Size: 1 Ptrase 3Phase 4Q' 154 200 340 350 400 Other *New�: Re-eorz ec# Unt�rground Number of Meters Change of Service Overhead A rt n ormation: PAYMENT DUE WITH APPUCATION JUN 18 20l .82 f©r kin Form BUILDING DEPT. TOWN OF SOUTHOLD k,nd :1sfi 2r4 -:5+L S uFFQ1 •-�• �� l f ING DEPARTMENT- Electrical Inspector p $ KC F TOWN OF SOUTHOLD �V�n Hall S uthold5New5Main Yo k 1Road Box 1179 -09 9 1 �-, . e (631) 765-1802 - FAX (631) 765-9502 Ol V��i � roger.rich ert(c�town.south old.ny.us 'T® APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - - - -- - - Date: t It 5 - Company Name: $ S 0�< -G� Name: d Pte! &fes License No.: email: Gs & / 14 o • Gni Address: 91DJZ�o L> Phone No.: 5l JOB SITE INFORMATION: (All Information Required) Name: i— /t/ ez U.4 Address: 6--'v/sD IP114A P co v a 4-D Cross Street: Vp v v0 SU Phone No.: J-.V 7dv Bldg.Permit#: ;t� 5 email: Tax Map District: 1000 Section: (- Block: Lot: 21 BRIEF DESCRIPTION OF WORK (Please Print Clearly) e-2 lJ 7-./,l I-- Circle AII That Apply: Is job readyr inspection?: YES Rough In Final Do you nee a Temp rtificate?: ES' NO Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph) Size: 6m0 A # Meters (O Old Meter# New Service Fire Reconnect- Flood Reconnect- Service Reconnected nderground Overhead # Underground Laterals 1 20 H Frame Pole Work done on Service? Y N Additional Information: �p44-- �4�d�'►1 PAYMENT DUE WITH APPLICATION /\`I\ !, Request for Inspection FormAs 10G Town Hall Annex * � f Telephone(631)765-1802 54375 Main Road r ,t Fax(631)765-9502 P. O. Box 1179 � ' Southold, NY 11971-0959 ) BUILDING-DEPARTMENT_ NOTICE_ OF-UTILIZATION OF TRUSS TYPE C.ONSTRUC'TION.-iPRE-ENGINEERED". WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date`: S /� /_/B Owner: - Location wnar: _Location of Property:. Y-0 ._ }� _0V % o �N- Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure �C Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line);' X Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature.'_ Name (person submitting this form):__ __.�G<�rL ct a___�_ e�, _ Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 - 6" D.oAM E `E R ;t't'%t'Jst`:e' 4. �'4,�'r�t._�4'•*P.:�i�t'"�sj'::F�, w >tggp j7.�K { fY Y�'S v E*S&t$} �ti4�.,e;a.a;:t�syit�4"�+r`,. f �~,"rr y�,�hh�.rr,�r�..Fri�y,y _ _ _ t< -a.>�ed't�=a' j`i{�y�4��•'t REFLECTIVE WHITE }�i�. ��"t .t 5�e b�3� {� .�'f•�k�1'Y+t`G°, ��°Y^fy��'Aq' REFLECTIVE RED PANTONE #187 . `' fa •4 j t cE# '0t,• �� xc� -Al diati• '' _ i kl,if*.s• �% ,g IMr '1/211 277 <,x ' TR KE The construction type designation shall be 66 KI'1P At 51� calV"or ccV» to indicate the construct%on classification of the structure under ESI ►'i . ; :C . . : '�". TU: , ..,_., J section 602 of the SC (YS co11 1,-"O- TiS T `A,'1' ARS O� TR TYPE FLOOR FRAMING, INCLUDING I GIRDERS AND BEAMS ROOFFRA =_- f! if r � a", t°- � y [F• i... rt+ f A FLOOR A t ROOF FRAM�FjG.' STANDARDS AND-CODES i 25� d �S•R' d Ppm SURVEY OF PROPERTY SITUATE CJ SOUTHOLD BSN CURB TOWN OF S O U T H O L D .I .. eo 010,00 o RHw M `?�OOF�N . ' 7$ BE�G`� SUFFOLK COUNTY, NEW YORK 4 13°.. ° N 1rCpV06 N S.C. TAX No. 1000-61 —04-21 �i6s U; N 'BSG. 4.3 N � SCALE 1 "=20' CONS CURB N R#56P 5 COW—W .• 0 6 S, 0 o JANUARY 8, 2018 / �z•�' w p P BW:. AREA = 12,823 sq. ft. \ uA 0.294 ac. 96 W m� 1 Q,06' E Z N N 2.- �1 N 60.35 p\GKN FEC1C �\ aS CERTIFIED TO: 3 i\ 6PROPERTY EINSTEIN SQUARE LLC 4' ,C a BRIDGEHAMPTON NATIONAL BANK CP ,03• Qp OH y BRIDGE ABSTRACT LLC ROOF � FRPME°'• WpOO � IIAO o 0 14 5.3 P\ yo O g i b �i GPS \ r� t 34 0.5 BOG. O� G\K U, 0.2 0.6W O 0�E• R � � 13 FS\TRPNC6 0. 0 l 9z / Zj 5 X5.5 14.3 \\\ � •� � COCK 147 SjEPs Znd Sj0 %• CPEO 'y0 os� a _• •° 1 ,Z d• ° y a d A 8 y PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED ea d BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND o• o TITLE ASSOCIATION. d 1 t� �d° eRo + ° e 1 q � 1 %Fti �1 C1 o d lei Q da e . • d• �2 1 aqr 1 A e BRA 8 CUE 1 � B� � o 0.5E 8.8 N.Y.S. Lic UNAUTHORIZED ALTERATION OR ADDITION 4W• ' �� .� Ny a OVNOBN• TO THIS SURVEY IS A VIOLATION OF Nathan Taft Corw ;y y p\PE SECTION 72LA OF THE NEW YORK STATE w y�, g0 3 ��e .a EDUCATION LAW. I y / ' COPIES OF THIS SURVEY MAP NOT BEARING LT% y cn 123 d' `4 THE LAND SURVEYOR'S INKED SEAL OR Land S u r v e y o i EMBOSED NOT i 80. } TO BE VAUDLTRUELCOPY. BE CONSIDERED C0 GCERTIFICATIONS INDICATED HEREON SHALL RUN W N Z p0 3 C\O p 14C. MON• ' '' ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND title Surveys — Subdivisions — Site Plans — Construct 5 30 LENDING INSTITUTION LISTED HEREON, AND in/F _�,.rRR TO THE ASSIGNEES OF THE LENDING INSTI— mmnm rFanRrennnlc ARF NnT TRANCFRRARIF PHONE (631)727-2090 Fax (631)79 COMcheck Software Version 4.1.1.0 Envelope Compliance Certificate Project Information �ID Energy Code: 2015 IECC Project Title: Einstein Square Location: Southold, New York SEP 1 1 2019 - Climate Zone: 4a Project Type: Alteration r Vertical Glazing/Wall Area, 21% Construction Site: Owner/Agent: Designer/Contractor: 54180 Main Road John J.Condon,P.E. Southold, NY Condon Engineering 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 condoneng@optonline.net Building Area Floor Area 1-1st Floor East(Retail): Nonresidential 2297 2-2 Story West(Multifamily): Residential 1905 3-2nd Floor East(Multifamily) : Residential 1614 4-1st Floor West(Retail): Nonresidential 375 Envelope Assemblies R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Floor 1:Wood-Framed,[Bldg.Use 2-2 Story West] 30.0 0.0 0.033 — 0.033 — Floor2 Slab-On-Grade:Un heated,[Bldg.Use 4-1 st Floor West] — --- 1.000 — 0.540 - Floor 3 Wood-Framed,[Bldg.Use 1 -1 st Floor East] 30.0 0.0 0.033 -- 0.033 --- Roof 1:Attic Roof with Wood Joists,[Bldg.Use 2-2 Story West] 49.0 0.0 0.021 — 0.027 --- Roof 2:Attic Roof with Wood Joists,[Bldg Use 3-2nd Floor 49.0 0.0 0.021 — 0.027 --- East] NORTH Exterior Wall 3:Wood-Framed,16"o.c.,[Bldg.Use 1 -1st Floor 20.0 0.0 0.064 — 0.064 -- East] Window 3:Wood Frame:Operable,Other,Operable,Operable, — — 0.450 0.400 0.450 0.531 [Bldg.Use 1 -1st Floor East] Exterior Wall 4:Wood-Framed, 16"o.c.,[Bldg.Use 2-2 Story — — — — — — West],Exemption:Framing cavity not exposed. Window4'Wood Frame:Operable,Other,Operable,Operable, -- -- 0 300 0.280 0.450 0.531 [Bldg Use 2-2 Story West] EAST Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg Use 1 -1st Floor 34.0 00 0.050 — 0.064 --- East] Window 1-Wood Frame Operable,Other,Operable,Operable, — — 0.300 0.280 0.450 0.400 [Bldg.Use 1 -1st Floor East] Project Title: Einstein Square Report date: 09/09/19 Data filename: C:\Users\Owner\Favorites\ComChecks\Einstein.cck Page 1 of 10 R-Value Proposed Max.Allowed Post-Alteration Assembly Cavity Cont. U-Factor SHGC U-Factor SHGC Exterior Wall 2:Wood-Framed, 16"o.c.,[Bldg.Use 3-2nd Floor — — --- --- — -- East],Exemption.Framing cavity not exposed. Window2:Wood Frame:Fixed,Clear,Fixed,Fixed,[Bldg.Use 3- — — 0.300 0 280 0.380 0.400 2nd Floor East] SOUTH Exterior Wall 7.Wood-Framed, 16"o c,[Bldg Use 2-2 Story -- --- -- --- - --- West],Exemption:Framing cavity not exposed. Window 8:Wood Frame:Operable,Other,Operable,Operable, -- --- 0.300 0.280 0 450 0 400 [Bldg.Use 2-2 Story West] Exterior Wall 8:Wood-Framed, 16"o c,[Bldg.Use 2-2 Story 34.0 00 0.050 --- 0 064 --- West] Window 9:Wood Frame:Operable,Other,Operable,Operable, — — 0.300 0.280 0.450 0.400 [Bldg Use 2-2 Story West] Door 1-Insulated Metal,Non-Swinging,[Bldg.Use 2-2 Story — — 0.150 --- 0.179 — West] Door 2.Insulated Metal,Swinging,[Bldg.Use 2-2 Story West] — -- 0.150 -- 0.610 — WEST Exterior Wall 5:Wood-Framed, 16"o.c.,[Bldg.Use 1 -1st Floor 20.0 0.0 0.064 -- 0.064 — East] Window 5:Metal Frame with Thermal Break:Operable,Other, — — 0.450 0.400 0.450 0.400 Operable,Operable,[Bldg Use 1 -1st Floor East] Exterior Wall 6 Wood-Framed, 16"o c,[Bldg Use 2-2 Story - — — -- --- - West],Exemption.Framing cavity not exposed. Window 7:Wood Frame:Operable,Other,Operable,Operable, -- -- 0.300 0 280 0 450 0.400 [Bldg.Use 2-2 Story West] (a) Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation (b)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. o 0 0 � s"3v�" 3.`. s 3_eyF _ ?to"f_" ;. `a:`. ,5 _ .3 Envelope Compliance Statement Compliance Statement: The proposed envelope alteration project represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements' COMcheck Version 4.1.1.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title J� Date Project Title: Einstein Square Report date: 09/09/19 Data filename: C:\Users\Owner\Favorites\ComChecks\Einstein.cck Page 2 of 10 COMcheck Software Version 4.1.1.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% 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: Comp'lie`s? Comments/Assumptions'9 &Req.1D C103.2 ;Plans and/or specifications provide all !❑Complies ; [PR1]1 !information with which compliance ❑Does Not !can be determined for the building ❑Not Observable ;envelope and document where ;exceptions to the standard are ;❑Not Applicable ! claimed. ! I C402.4.1 ;The vertical fenestration area <= 30 ;❑Complies [PR10]1 :percent of the gross above-grade wall :❑Does Not area. ;❑Not Observable ❑Not Applicable C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies ; [PRI111 gross roof area. ;❑Does Not :[:]Not Observable; ❑Not Applicable C402.4.2 ;In enclosed spaces> 2,500 ft2 ;❑Complies [PR14]1 !directly under a roof with ceiling UDoes Not heights>15 ft. and used as an office, ! ;lobby, atrium,concourse, corridor, I❑Not Observable ;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. C405.6 ;Group R-2 dwelling units have ;❑Complies ; [PR16]1 :separate electrical meters. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 12 J Medium Impact(Tier 2) 3, Low Impact(Tier 3) / Project Title: Einstein Square Report date: 09/09/19 Data filename: C:\Users\Owner\Favorites\ComChecks\Einstein.cck Page 3 of 1�/ Section # Footing/Foundation Inspection Complies? Comments/Assumptions & Req.ID C303.2 ,Slab edge insulation installed per ;❑Complies [FO4]2 manufacturer's instructions. E❑Does Not ❑Not Observable { �❑Not Applicable C303.2.1 ;Exterior insulation protected against ;❑Complies ; [FO611 !damage, sunlight, moisture,wind, ❑Does Not landscaping and equipment ;maintenance activities. I❑Not Observable ❑Not Applicable C402.2.5 Slab edge insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values ❑Does Not ❑Not Observable; ❑Not Applicable C402,2.6 ;Radiant heating systems panels ;❑Complies ;See the Envelope Assemblies table for values. [FO12]3 f insulated to >=R-3.5 on face opposite E❑Does Not :space being heated. ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Einstein Square Report date: 09/09/19 Data filename: C:\Users\Owner\Favorites\ComChecks\Einstein.cck Page 4 of 10 Section # Framing/Rough In Inspection Complies? Comments/Assumptions &`Req.ID C303.1.3 ;Fenestration products rated in ;❑Complies ; [FR12]2 accordance with NFRC. :❑Does Not ❑Not Observable; ❑Not Applicable C303.1.3 ;Fenestration products are certified as :❑Complies ; [FR13]1 !to performance labels or certificates :❑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, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. ;❑Does Not 4 [FR8]1 ;❑Not Observable ❑Not Applicable C402.4.4 U-factor of opaque doors associated ;❑Complies ;See the Envelope Assemblies table for values. [FR14]2 with the building thermal envelope :❑Does Not meets requirements. j ;❑Not Observable ❑Not Applicable C402.5.1 ;The building envelope contains a ;❑Complies [FR16]1 continuous air barrier that is sealed in F❑Does Not an approved manner and either :constructed or tested in an approved ❑Not Observable :manner.Air barrier penetrations are ;❑Not Applicable sealed in an approved manner. C402.5.2, ;Factory-built fenestration and doors ;❑Complies C402.5.4 are labeled as meeting air leakage :❑Does Not [FR18]3 requirements. ❑Not Observable ❑Not Applicable C402.5.7 ;Vestibules are installed on all building ;❑Complies ; [FR17]3 entrances. Doors have self-closing :❑Does Not devices. ❑Not Observable i :❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Einstein Square Report date: 09/09/19 Data filename: C:\Users\Owner\Favorites\ComChecks\Einstein.cck Page 5 of 10 Section # Mechanical Rougfi-In Inspection Complies? Comments/Assumptions ` &Req.ID C402.5.5, ;Stair and elevator shaft vents have ;❑Complies C403.2.4. motorized dampers that automatically :❑Does Not [ME3]3close. :❑Not Observable ❑Not Applicable C402.5.5,.;Outdoor air and exhaust systems have;❑Complies C463.2.4.',!motorized dampers that automatically ❑Does Not 3' ;shut when not in use and meet ❑Not Observable [ME58]3 ;maximum leakage rates.Check ; ;gravity dampers where allowed. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) '2Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Einstein Square Report date: 09/09/19 Data filename: C:\Users\Owner\Favorites\ComChecks\Einstein.cck Page 6 of 10 `Section # Insulation Inspection Complies?" Comments/Assumptions C303.1 ;Roof insulation installed per ;❑Complies ; [IN3]1 ;manufacturer's instructions. Blown or :❑Does Not ;poured loose-fill insulation is installed only where the roof slope is<=3 in :❑Not Observable 12. ;❑Not Applicable C303.1 ;Building envelope insulation is labeled ;❑Complies [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 [IN7]1 :per manufacturer's instructions. :❑Does Not ;❑Not Observable; ❑Not Applicable C303.2, Floor insulation installed per ;❑Complies C402.2.4 ;manufacturer's instructions. Cavity or :❑Does Not [IN9]2 ;structural slab insulation installed in permanent contact with underside of I❑Not Observable; ;decking or structural slabs. ;❑Not Applicable C303.2.1 Exterior insulation is protected from ;❑Complies ; [IN14]2 }damage with a protective material. ❑Does Not ;Verification for exposed foundation ❑Not Observable; ;insulation may need to occur during ; i Foundation Inspection. ;❑Not Applicable C402.1.3 ;Non-swinging opaque doors have R- ;[]Complies [IN19]3 X4.75 insulation. :❑Does Not ❑Not Observable ❑Not Applicable C402".2.1 ;Insulation intended to meet the roof ;❑Complies ; [IN17]3 :insulation requirements cannot be ;❑Does Not installed on top of a suspended ;ceiling. Mark this requirement ;❑Not Observable ;compliant 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]2 ;❑Does Not ❑Not Observable ❑Not Applicable C402.2.6 ;Radiant panels and associated ;❑Complies ; [IN18]3 ;components,designed for heat E❑Does Not ;transfer from the panel surfaces to the! ;occupants or indoor space are I❑Not Observable; ;insulated with a minimum of R-3.5. ;❑Not Applicable C402.2.2 ;Roof R-value. For some ceiling ;❑Complies ;See the Envelope Assemblies table for values. [IN2]1 :systems,verification may need to :❑Does Not occur during Framing Inspection. : ;❑Not Observable; ❑Not Applicable C402.5.1. ;All sources of air leakage in the ;❑Complies ; 1 :building thermal envelope are sealed, :❑Does Not [IN1]1 caulked, gasketed, weather stripped E] : Not Observable ;or wrapped with moisture vapor- ; ;permeable wrapping material to ;❑Not Applicable :minimize air leakage. Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Einstein Square Report date: 09/09/19 Data filename: C:\Users\Owner\Favorites\ComChecks\Einstein.cck Page 7 of 10 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3,1 Low Impact(Tier 3) Project Title: Einstein Square Report date: 09/09/19 Data filename: C:\Users\Owner\Favorites\ComChecks\Einstein.cck Page 8 of 10 .,Section `°.'# Final:inspection` Complies? :,Y'' Comments%Assumptions' & Req.ID_ C402.5.3-,;Where open combustion air ducts ;❑Complies (FI51]3, 1provide 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 [FI37]1 dock cargo doors. ❑Does Not ❑Not Observable: ❑Not Applicable C402.5A ;Recessed luminaires in thermal ;❑Complies [FI26]3-_ envelope to limit infiltration and be IC :❑Does Not gyrated and labeled.Seal between interior finish and luminaire housing. ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Einstein Square Report date: 09/09/19 Data filename: C:\Users\Owner\Favorites\ComChecks\Einstein.cck Page 9 of 10 a , y Project Title: Einstein Square Report date: 09/09/19 Data filename: C:\Users\Owner\Favorites\ComChecks\Einstein.cck Page 10 of 10 4 <t < .i. <. A � A ei V< r TM 414" R d U Air Dr � r r r { u� II Ven IMM 4" r ► For gas and electric dryers � . ` ► Heavy duty aluminum fail duct ► Tear, puncture and fire resistant b I ,t your smart hone to view short,. c. t"10,2 cmc x nn product videos v ' r } 3 4 x. P � a 12 TrifabTM 1 51T raming System MARCH, 2019 BASIC FRA ING DETA S LQMIfER -Outside Glazed) EC 97911-197 Additional information and CAD details are available at www.kawnee Clearview Plate Glass Co., Inc. 4UTAedford AvenLIP, ( � ,0� Patch �, 1 = '72 DPhon3 ) 47 5-5 8 MAY 2 9 2019 Fax 31) 475-7616 4 5 o TOS OF SOU KII; •-, 2 m o$ N 7 m� c 3 � 3 "x ` m 0,x,3 NUMBERS IN BRACKETS ARE d 3 ELEVATION IS NUMBER KEYED TO DETAILS THERMALLY BROKEN MEMBERS m 4 >� N� E' �0 m 0 SCREW SPLINE SHEAR BLOCK STICK y wno`m cr- - m T C 2' wu� c 451CGC01 451CG001 451CG001 (50.8) 451CG001 `; 451CG005 �'` °a [451TCGOOtJ 1451TCG00ll c o [451TCG001) TYPICAL 1451TCG00ll 1451TCG0051 m !° 0 451CG005 a c g (451TCG0051 E l 1 4 5 4 5 / 4 5 JAMB VERTICAL JAMB VERTICAL JAMB VERTICAL HEAD HEAD = 0 HEAD `•"--f N �N 3 451CG004II ili 51CG003 451CG004 ;i 4511CG003 [45 �) 451CG081451TCG0031 14-t/2• 451TCG08 ) m S (114.3) $" •n TYPICAL (127.0) o t c III !i�l� I 451CG065 451TCG065) 2 ! � HORIZONTAL HORIZONTAL HORIZONTAL 451CG004 ,'I 457CG011 451CG004 451CG0ll lig �I�I 1451 TC G0111 I'..i.l ! 1451TCG0111 451CG004 i,l 461CG066 L 2 Id51TCG066] $� c as n 'i 51 CG014 451CG014 ] [451TCG0141 451CG007 I451VG106 d` (451TCG007J (451TVG106) y - I b 3 SILL 461VG037 3 3 8 Y (4517VG037J' SILL 451VG037 !',-- (451TVG037J' SILL cS N HP Sill Flashing shown with optional gasket. HP Sill Flashing shown with optional gasket. FFIC KAWNEER ADMC040EN .�,aoMc coM•,�. kawneer.a m 1 $'_ =' . TrifabTM VG '451T naming System M ARCH, f ' _ 1 2019 ENTRANCE FRAMING (CENTER) EC 9 791'1 Additional information and CAD details are available at www.kawneer.co learview Plate Glass Coen 40,Medford.Avenue chogue; -NY 1177 TrifabTM VG 451 FRAMING INCORPORATING KAWNEERTM "190" DOx= : :.•.'? 'DOOR FRAMING NON-THERMAL ONLY hone ('631") 475-585 x` NOTE: OTHER TYPES OF KAWNEER DOORS MAY BE USED WITH THIS FRAMING SYS Tx (63-1) 475-761 761 t - SEE ENTRANCE DETAILS FOR ADDITIONAL INFORMATION, i; 7 =q: o"w-.... n1 451026 • 451026 tl INSERT INSERT 6 7 90 �Z 4 '•r v.c =s 450110 STEEL (AS REQUIRED) - 451501or 451019 451501 or 451019 MULLION MULLION 3 3 I TRANSOM JAMBS Transomiarea for both double-or single acting doors with ELEVATIONS ARE NUMBER KEYED TO DETAILS glass surround-Jambs above,transom bar are routed out to-accept glass holding insert•with or without steel �jLL�9',010,R" reinforcing. _.•_�;a _ 1 U 1 451502 451081 ,;�, i;m:.sm..',c•ri; N ' - 450500 451CG001 A 451CG001 4-117' 10 10 = (1143) TYPICAL TRANSOM'HEAD - II450022 450022 SINGLE ACTING DOUBLE ACTING u STOPS STOPS I HEADER HEADER -451081 L 451501 451501 '?"caw�.=t• ;• 451502 4505000 TRANSOM BAR 5 (508) SINGLE ACTING ;J,; r�;"_,;, BOTTOM RAIL 3 451019 451019 3 OptionalAT Bottom Rad Sweep 069139 069143 t 9 r S DOUBLE ACTING SINGLE ACTING DOUBLE ACTING DOORJAMBS J;'s''`4a.•;'` S KAWNEER 'F= ADMC040EN r •" w,,.ccoMccoMo..,,Y , kawneercom if DA P�S 40 ROUTE 112 PATCHOGUE,NEW YORK 1177' TEL: (631)475-5858 x'. r PLATE GLASS CO.INC. FAX: (631)475-7616 CELL: (631),831-8997 STORE FRONT CONSTRUC_TION ALL TYPES'OFGLASS -INSULATED CLASS CUSTOM SHOWER DOORS MICHAEL JULIAN cvlawnlaceCa�anl rnm i i i l / ..� �w . T PLO "Af (94y �� s boo,-, cIr- G-- ROUTE 112 PATCHOGUGUE,NEW YORK 1177 TEL: (631)475-5858 PLATE GLASS CO.INC. FAX: (631)475-7616 CELL: (631)831-8997 STORE FRONT CONSTRUCTION ALC TYPES OF.GLASS, INSULATED GLASS CUSTOM-SHOWER DOORS MICHAEL JULIAN cviewalas<;(ftnl rnm 1 Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE iQ Version: 19.0 Trade ID: 015699 Quote No: 2066 Today's Date: 05/24/2019 Promotion Code: Page: 1 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 0001 Unit Size 100SHS2'9 5/8"x 5'9 1/2" Unit Operation Location Arm: N/A F/A #2,3 Dimensions: Width Height Unit: 2'9 5/8" 5'9 1/2" Rough Opening: 2' 10 1/8" 5'10" Max.Cir. Open: n/a n/a Subfloor to Sill Stop: n/a Projection: n/a Operating Specifications: s Glass Area: n/a SQ FEET Vent Area: n/a SQ FEET Max.Clr.Open: n/a SQ FEET Extension Jambs: i• Zone:North-Central U-Factor:0.30, SHGC:0.28, ENERGY STAR®Certified:Yes i 7 j Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE IQ Version: 19.0 Trade ID: 015699 Quote No: 2066 Today's Date: 05/24/2019 Promotion Code: Page: 2 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 00012 Unit Size 100SHS2' 10"x T9 1/2" Unit Operation Location Arm: N/A F/A #24,25,26,12-A,11-A Dimensions: Width Height _ Unit: 2'10" T9 1/2" ? Rough Opening: 2' 10 1/2" 5' 10" - Max.Clr.Open: n/a n/a { Subfloor to Sill Stop: n/a Projection: n/a ; Operating Specifications: Glass Area: n/a SQ FEET Vent Area: n/a SQ FEET i Max.Clr.Open: n/a SQ FEET Extension Jambs: IY s Zone.North-Central i s U-Factor 0.30, SHGC.0.28, ENERGY STAR®Certified:Yes i i C Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE iQ Version: 19.0 Trade ID: 015699 Quote No: 2066 Today's Date: 05/24/2019 Promotion Code: Page: 3 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 0002 Unit Size 100SHS2'3 1/2"x 5'9 1/2" Unit Operation Location Arm: N/A F/A #4,5,6 Dimensions: Width Height Unit: 2'3 1/2" 5'9 1/2" Rough Opening: 2'4" Max.Clr.Open: n/a n/a Subfloorto Sill Stop: n/a '•; Projection: n/a f i ;j Operating Specifications: ! Glass Area: n/a SQ FEET i! Vent Area: n/a SQ FEET Max.Cir.Open: n/a SQ FEET Extension Jambs: (i i � is Zone:North-Central U-Factor 0.30, SHGC.0 28, ENERGY STAR®Certified.Yes j Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE IQ Version: 19.0 Trade ID: 015699 Quote No: 2066 Today's Date: 05/24/2019 Promotion Code: Page: 4 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 0004 Unit Size 100SHS2'3 3/4"x 5'9 1/2" Unit Operation Location Arm: N/A F/A #7 Dimensions: Width Height Unit: 2'3 3/4" 69 1/2" Rough Opening: 2'4 1/4" 51101, € 4 Max.Clr.Open- n/a n/a Subfloor to Sill Stop: n/a Projection: n/a Operating Specifications: Glass Area: n/a SQ FEET Vent Area: n/a SQ FEET --------- Max. Cir.Open: n/a SQ FEET Extension Jambs: i ` 4 I Zone:North-Central ` U-Factor.0.30, SHGC 0 28, ENERGY STAR®Certified:Yes 5 j r Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE IQ Version: 19.0 Trade ID: 015699 Today's Date: 05/24/2019 Quote No: 2066 Promotion Code: Page: 5 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 0005 Unit Size 100SHS2'9 1/2"x 5'9 1/2" Unit Operation Location Arm: N/A F/A #8,9 Dimensions: Width Height Unit: 2'9 1/2" 5'9 1/2" ii Rough Opening: 2'10" 51101, Max.Clr. Open: n/a n/a ( ; Subfloor to Sill Stop: n/a Projection: n/a j { Operating Specifications: Glass Area: n/a SQ FEET I �� Vent Area- n/a SQ FEET Max. Clr.Open: n/a SQ FEET _•.x` ...... Extension Jambs: Zone:North-Central U-Factor 0.30, SHGC•0.28, ENERGY STAR®Certified.Yes Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE IQ Version: 19.0 Trade ID: 015699 Quote No: 2066 Today's Date: 05/24/2019 Promotion Code: Page: 6 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 0006 Unit Size 100SHS2'9 5/8"x 4'9 1/4" Unit Operation Location Arm: N/A F/A #10 Dimensions: Width Height Unit: 2'9 5/8" 4'9 1/4" z _ Rough Opening: 2' 10 1/8" 4'9 3/4" Max. Clr.Open: n/a n/a i Subfloor to Sill Stop: n/a s Projection. n/a Operating Specifications: ; 3 Glass Area- n/a SQ FEET Vent Area: n/a SQ FEET ' Max.Cir.Open: n/a SQ FEET Extension Jambs: I Zone.North-Central U-Factor 0.30, SHGC 0.28, ENERGY STAR®Certified Yes i• t {E Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE iQ Version: 19.0 Trade ID: 015699 Quote No: 2066 Today's Date: 05/24/2019 Promotion Code: Page: 7 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 0007 Unit Size 100SHS2'9 5/8"x 4'9 1/4" Unit Operation Location Arm: N/A F/A #11,12,13,14,15,16,17,18,19 Dimensions: Width Height Unit: 2'9 5/8" 4'9 1/4" E Rough Opening. 2' 10 1/8" 4'9 3/4" Max.Cir Open: n/a n/a c 1 Subfloor to Sill Stop, n/a Projection: n/a ` i Operating Specifications: f' Glass Area: n/a SQ FEET Vent Area: n/a SQ FEET -"- - -•-- ------" --- Max. Clr.Open: n/a SQ FEET Extension Jambs: E Zone:North-Central 'E U-Factor 0.30, SHGC 0 28, ENERGY STAR®Certified:Yes 3 Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE iQ Version: 19.0 Trade ID: 015699 Quote No: 2066 Today's Date: 05/24/2019 Promotion Code: Page: 8 Of 14 Date Quoted: 03/25!2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 0008 Unit Size 100SHS2'6 1/2"x 4'5 1/2" Unit Operation Location Arm: N/A F/A #21,22,23,31,32 Dimensions: Width Height Unit- 2'6 1/2" 4'5 1/2" - Rough Opening: 2'7" 4-6" ; ! Max.Cir. Open. n/a n/a Subfloor to Sill Stop: n/a j Projection: n/a Operating Specifications: I Glass Area: n/a SQ FEET K I 4i Vent Area: n/a SQ FEET Max.Cir.Open: n/a SQ FEET Extension Jambs: { 1 i g I } S � Zone.North-Central U-Factor:0.30, SHGC 0 28, ENERGY STAR®Certified:Yes 1 a Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE iQ Version: 19.0 Trade ID: 015699 Quote No: 2066 Today's Date: 05/24/2019 Promotion Code: Page: 9 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 0009 Unit Size 100SHS2'9 3/4"x 69 1/2" Unit Operation Location Arm: N/A F/A #27,33,34,35 Dimensions: Width Height Unit: 2'9 3/4" 5'9 1/2" Rough Opening: 2' 10 1/4" 5' 10" Max.Clr.Open: n/a n/a Subfloor to Sill Stop: n/a Projection: n/a Operating Specifications: !, Glass Area: n/a SQ FEET Vent Area. n/a SQ FEET --.------ x; Max.Cir.Open: n/a SQ FEET Extension Jambs: }, Zone.North-Central U-Factor 0.30, SHGC 0 28, ENERGY STAR®Certified Yes ` 3 i3 ' ;I Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE IQ Version: 19.0 Trade ID: 015699 Quote No: 2066 Today's Date: 05/24/2019 Promotion Code: Page: 10 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 0010 Unit Size 100SHS2'6 1/2"x 4'5 1/2" Unit Operation Location Arm: N/A F/A #28 Dimensions: Width Height Unit: 2'6 1/2" 4'5 1/2" Rough Opening: 2'7" 4'6" I i Max.Clr.Open: n/a n/a ! Subfloor to Sill Stop: n/a Projection. n/a Operating Specifications:, i Glass Area: n/a SQ FEET s Vent Area: n/a SQ FEET Max.Cir.Open: n/a SQ FEET i Extension Jambs: ¢ t Zone:North-Central U-Factor:0.30, SHGC•0 28, ENERGY STAR®Certified:Yes s Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE iQ Version: 19.0 Trade ID: 015699 Quote No: 2066 Today's Date: 05/24/2019 Promotion Code: Page: 11 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 0011 Unit Size 100SHS2'6 1/2"x 4'6 1/2" Unit Operation Location Arm: N/A F/A #29 Dimensions: Width Height Unit: 2'6 1/2" 4'6 1/2 Rough Opening: 2'7" 4'711 i Max.Cir.Open: n/a n/a' Subfloor to Sill Stop: n/a Projection: n/a Operating Specifications: Glass Area: n/a SQ FEET Vent Area: n/a SQ FEET - - Max. Clr.Open: n/a SQ FEET i Extension Jambs: Zone:North-Central U-Factor 0.30, SHGC•0 28, ENERGY STAR®Certified:Yes j f j c ; 3 i Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE IQ Version: 19.0 Trade ID: 015699 Today's Date: 05/24/2019 Quote No: 2066 Promotion Code: Page: 12 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 0013 Unit Size 10OREC3046 Unit Operation Location Arm: N/A F STORAGE AREA Dimensions: Width Height !s _ r Unit: 2' 111/2" 4'51/2" Is 4•_,.. .._ _. . �_.._... _ r Rough Opening: 3'0" 4'6" {: Max.Clr.Open: n/a n/a Subfloor to Sill Stop: n/a Projection: n/a - Operating Specifications: Glass Area: n/a SQ FEET j Vent Area: n/a SQ FEET Max.Clr.Open: n/a SQ FEET Extension Jambs: i Zone:North-Central � U-Factor 0 27, SHGC 0.29, ENERGY STAR®Certified.Yes ; 6� Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE IQ Version: 19.0 Trade ID: 015699 Quote No: 2066 Today's Date: 05/24/2019 Promotion Code: Page: 13 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes Item 0014 Unit Size 100SHS2646 Unit Operation Location Arm: N/A F/A #30 Dimensions: Width Height Unit: 2'5 1/2" 4'5 1/2" Rough Opening: 2'6" 4'6" Max.Clr. Open: n/a n/a ? ? Subfloor to Sill Stop: n/a Projection. n/a i Operating Specifications: x Glass Area: n/a SQ FEET I Vent Area: n/a SQ FEET - — -•--' - -- - ' Max. Cir. Open: n/a SQ FEET Extension Jambs: j Zone:North-Central U-Factor.0.30, SHGC 0 28, ENERGY STAR®Certified-Yes ) **Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. Customer: Van Customer UNIT SPEC REPORT Project: HEIDTMANN AND SONS-EINSTEIN SQUARE - 4-22-19 Salesperson: Administrator-DO NOT REMOVE iQ Version: 19.0 Trade ID: 015699 Quote No: 2066 Today's Date: 05/24/2019 Promotion Code: Page: 14 Of 14 Date Quoted: 03/25/2019 Report: Andersen Unit Spec Report Disclaimer/Notes ® Ask to see if all of the products you purchase can be upgraded to be ENERGY STAR®certified. i This image indicates that the product selected is certified in the US ENERGY STAR®climate zone that you have selected. Data is current as of December 2018.This data may change over time due to ongoing product changes or updated test results or requirements. Ratings for all sizes are specified by NFRC for testing and certification Ratings may vary depending on the use of tempered glass or different grille options or glass for high altitudes etc. Nexia is a registered trademark of Ingersoll Rand Inc. r - - I I Einstein Square f HVAC Load Calculations A\ SEP 1 1 2019 for yrs Einstein Square 54180 Main Road Southold, New York rQ RHVACHVAC LoADs Prepared By: Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, New York 11952 631-298-1986 Monday,September 9,2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. Rhvac�=Residential'&`,Light'Commercia_I HVAC Loads: Elite Software"De_velopment;`Mc:" ;Coridori Engineering " Einstein Square:' �ttituck, NY 11952_ Pa`e 2' Project Report ,General Project Information ' Project Title: Einstein Square Designed By: John J. Condon, P.E. Project Date: September 10, 2019 Client Name: Einstein Square Client Address: 54180 Main Road Client City: Southold, New York Company Name: Condon Engineering, P.C. Company Address: 1755 Sigsbee Road Company City: Mattituck, New York 11952 Company Phone: 631-298-1986 Desi' n Data. Reference City: Suffolk County, New York Building Orientation: House faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a 30% 70 25.24 Summer: 83 71 56% 50% - 75 30 *Check Figures Total Building Supply CFM: 5,749 CFM Per Square ft.: 0.987 Square ft. of Room Area: 5,827 Square ft. Per Ton: 593 Volume(ft'): 53,278 [,Building Loads- " Total Heating Required Including Ventilation Air: 183,012 Btuh 183.012 MBH Total Sensible Gain: 83,189 Btuh 71 % Total Latent Gain: 34,778 Btuh 29 % Total Cooling Required Including Ventilation Air: 117,967 Btuh 9.83 Tons(Based On Sensible+ Latent) Notes - - Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:05 AM RhOd'''Residential kL'ight-Commercial-HVAC;Loads: :- _ " Elite Software D_evelopment;'Inc. Condon Engineering}' Einstein'Square d111fittituck,'NY-11952 Rage 3; Miscellaneous Report System 1 Retail Outdoor OutdoorOutdoor Indoor;' Indoor Grains Input Data D Bulb' Wet Bulbi Rel.Hum ' Rel.Hum ', Dry Bulb, Difference Winter: 10 9 80% 30% 70 25.24 Summer: 83 71 56% 50% 75 30.17 System 2 Apartment 1 1 st Floor Outdoor, .Outdoor ji Outdoor Indoor Indoor Grains [Input Data D Bulb. Wet Bulb q Rel.Hum Rel.Hum D,' Bulb` Difference Winter: 10 9 80% 30% 70 25.24 Summer: 83 71 56% 50% 75 30.17 -System 3 Apartment 1 2nd Floor Outdoor Outdoor Outdoor" Indoor , Indoor Grains` Input Data Dry Bulb Wet Bulb;i Rel.Hum Rel.Hum Dry Bulb _Difference Winter: 10 9 80% 30% 70 25.24 Summer: 83 71 56% 50% 75 30.17 System 4 Apartment 2 Outdoor, Outdoor i1 Outdoor , Indoor Indoor r' Grains I`n ut'Data' D Bulb' Wet Bulb!j Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% 30% 70 25.24 Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs, 77777771 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 700 ft./min 600 ft./min Maximum Velocity: 900 ft./min 900 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 10 in. 0 in. Outside Air-Data Winter Summer Infiltration Specified: 0.460 AC/hr 0.190 AC/hr 409 CFM 169 CFM - - - - - - - ----- ------- ----------------------------- - ------------ -- Infiltration Actual: 0.460 AC/hr 0.190 AC/hr Above Grade Volume: X 53.278 Cu.ft. X 53,278 Cu.ft. 24,513 Cu.ft./hr 10,123 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 409 CFM 169 CFM Total Building Ventilation: 939 CFM 939 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent,Gain Multiplier: 20.47 = (0.68X 0.998X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(151 CFM), Construction:Average, Fireplaces: 1, 20 CFM, Average Summer Infiltration Specified: 0.190 AC/hr(77 CFM), Construction:Average ---System 2--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(55 CFM), Construction:Average, Fireplaces: 1, 20 CFM,Average Summer Infiltration Specified: 0.190 AC/hr(28 CFM), Construction:Average ---System 3--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.370 AC/hr(41 CFM), Construction:Average, Fireplaces: 1, 20 CFM,Average Summer Infiltration Specified: 0.190 AC/hr(21 CFM), Construction:Average C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:05 AM ^ C:X...OnotanGquorerh9 K8onday, September 8. 2O1S. 1O:OG8M ['RhvavResidential&Light Commercial HVA_C_ Loads_ Elite-SoftwareDevdlopment,`Inc: Condon Engineering - = Einstein Square Matfituck, NY-,11,952, �! - Page 5;" Load Preview Report Net t2 Sen Lat Net Sen � � � Duct Scope Ton iron Area Gain Gain Gain Loss CFM CFM CFM Size Building 98-1 5931 5,827 83,1891 34,778 117,967! 183,012; 5,749' 5,749, 5,749 System l- -- - - -- - - - -- 288 771' 2,221` 24,306' 10285 34,591 -56,034 1,400, 1,400 1,400.--28x10 Ventilaton 2,193, 5,113 7,306 16,447 Supply Duct Latent 148 148 Return Duct - _ 0, 440 440: 561 Humidification _ - 7,199! Zone 1 2221, 22,113 4,584 26,697 31,827' 1,400 1,400 1,400 28x10 1-Retail#1 155 1,930 525, 2,455 2231, 98 122 122 2-4 2-Retail#2 175' 1,303, 446, 1,749, 3,666, 161 82' 82! 1-5 3 Reta�l#3 _ 1,495 7,976 2,862 10,838' 14,966658, 505 505 5-5 -- - ------ ------ 4Retad#4 396, 10,904 7511 11,655 10,964; 482' 690, 690, 7-5 - - - - System2 - -Y_ 229, 482 1,105_• 19,588 7,939; 27,527; 39,900, 1,300 1,300 1,300, 28x10 Ventilaton 2,061 4,806 6,867: 15,459 Supply Duct Latent 82: 82 Return Duct 0 273 2731 - 3501 Humidification 596, Zone 1,105 17,526; 2,778; 20,304 18,795. 1,300 1,300 1,300 2.8x10 54 iwng Room 4291 32379, 605 3,984: 5,828'1 403• 251 251 3-5 6-Dining Room _ 264 2,424 468. 2,892 2209, 153 180 180 2-5 8-14tchen -----r 168 4,783: 1,097 Y 7,535! 8,340 577 514 514, 5-5 7-Family Room -- - _.- - - 196, 6,927 608; --- - - -- 5,880' 2,330 161 355 355 4-5 9-Bathroom#1 48, 13, 0 13, 88' 6 1 1 1-4 System 3 1.92 429' 826 15,678 7,408 23,086 39,779 1,300 1,300 1,300 28x10_ Ventilaton 2,061 4,806' 6,867 15,459, Supply Duct Latent 134 134' Return Duct 1,765 439 2204 1,982" Humidification 5,060• Zone 1 8.26' 11,851 2,029' 13,880 17278 1,300' 1,300 1,300 28x10 -1 O-Bedroom#1 163- - -- - - 1---- -- - - - - - ------- -- ---- ---- - 728 500, 3,685; 277 299 299 3-5 11 Bedroom#2 _ -- 208, 3,099 541 3,640! 5,351 403! 340 340, 4-5 12-Bedroom#3 163 4,029 543 4,572, 6,189' 466 442 442 _5-5 13-Bedroom#4 161 1,853 445• 2,298 1,834' 138 203 203; 2-5 14-Bathroom#3 86 93 0, 93' 141 11 10 10 1-4 15-Hal1 - - - 47' -50 & - 50, 77 - 6; 6 6 1-4 -System-4 273, 613' 1,674 23,617, 9,147, 32,763• 47299, 1,749' 1,749' 1,749 36x10 Ventilaton 1,930, 4,499' 6,429, 14,4721 Supply Duct-Latent - 135 135: Return Duct -- 1,779 438, 2217 1,999 Humidfication 5,520 Zone 1 1,674; 19,908 4,074 23,982• 25,309 1,749 1,749, 1,749' 36x10 16-Kitchen 210' 5,411, 1266' 6,677; 2,096' 145, 475, 475 5-5 17-Living Room 224' 2,407' 577 2,984 5,073 351 211 211 2-5 18-Bathroom#4 441 42: 0'` 42, 65, 5, 4 4; 1-4 - - 19-Bedroom#5 ; 217 2,442' 474 2,916 2,318 160' 215 215: 2-5 20-Bathroom#5- 60 1,806 434, 2,240 1,023 71 159 159 2-5 21-Bedroom#6 2.17, _ 2,463; 483- 2,946, 2,510, 173, 216 216, 2-5 22-Bedroom#7 336" 2,720 660 3,380' 6,660; 460 239 239 3-5 23-Hall 272" 1,674" 74 1,748: 2,367, 164 147 147 2-4 24-Stair&Entry - -94 942,---- 6 1061 --{ 1,048' 3,199, 221' 83 83,, 1-5 - - - --- -- -- - - --- -- - - --LL -- 3, - - ----- C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM OX g:oM O CD F3 ( 9".V �9) O O •py„O 7•' , o .. c w (fJ fJ Q �P 4° 4� 7 m Y' 4' Q c w m7 a F3 c w 7 a FJ G fD (D O fl: fD CD _. 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Condon Engineering „ - Einstem,Square" Mattituck, NY 11952 ' _ --page 7' Duct Size Preview (cont'd) Summary Heating Flow: 1300 ----- - -Flow:- - ------ ------- ---- ------- - --- Cooling Flow: 1300 System 4 Heating Flow: 1749 Cooling Flow: 1749 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM 1"Rhvac'-Residential,&-Light-Com_ mercial HVAC Loads Elite-Software D_evel6pM6nt;'In6. Condon Engineering.,. _ Einstein Square MhftitU'ck;,NY 1,1952 - - Page 8 Total Building Summary Loads Component Area, Sen Lat Sen Total Description Quan„ Loss Gain: Gain ' Gain U =.30: Glazing-U=.3, SHGC=.28, U-value 0.3, SHGC 204.2 3,683 0 3,968 3,968 0.28 U =.35: Glazing-U=35, SHGC=.35, U-value 0.35, SHGC 21 441 0 752 752 0.35 U =.38: Glazing-U=.38, SHGC=.48, U-value 0.38, SHGC 44.2 1,009 0 842 842 0.48 U =.38: Glazing-U=.38, SHGC=.48, U-value 0.38, SHGC 237.8 5,420 0 8,799 8,799 0.48 U =.77 Door. Glazing-U=.77, SHGC=.4 Door, U-value 69 1,863 0 1,412 1,412 0.45, SHGC 0.4 U =.30: Glazing-U=.3, SHGC=.28, U-value 0.3, SHGC 235.2 4,238 0 5,635 5,635 0.28 1 D-ca-o: Glazing-Double pane, operable window, clear, 47.2 1,620 0 2,709 2,709 wood with metal clad frame, U-value 0.57, SHGC 0.56 1 D-ca-o: Glazing-Double pane, operable window, clear, 47.2 1,620 0 1,305 1,305 wood with metal clad frame, U-value 0.57, SHGC 0.56 Door with Glass: Glazing-Door with 1/2 Glass, U-value 38.5 693 0 1,098 1,098 0.3, SHGC 0.4 Garage Door R-6: Door-Garage Door R-6, U-value 0.17 64 653 0 207 207 R-34: Wall-Frame, Custom, R-34 Insulation, U-value 0.03 1796 3,233 0 562 562 R-8: Wall-Frame, Custom, R-8 Insulation, U-value 0.125 2204.5 16,538 0 2,867 2,867 17A-34: Roof/Ceiling-Roof Deck(roofing,wood, 82.5 134 0 34 34 insulation)or SIP Panels Supported on Beams, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, 1.5"wood plus R- 33 to R-35 insulation, U-value 0.027 18A-10: Roof/Ceiling-Roof Joists Between Roof Deck 358.8 1,636 0 900 900 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-10 board insulation, U-value 0.076 R-49: Roof/Ceiling-Under Attic with Insulation on Attic 2307.8 2,769 0 1,987 1,987 Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49, U-value 0.02 19A-30p: Floor-Over enclosed crawl space, No insulation 2930.2 5,018 0 668 668 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0 034 22A-pl: Floor-Slab on grade, No edge insulation, no 45 2,670 0 0 0 insulation below floor, any floor cover, passive, light dry soil, U-value 0.989 Subtotals for structure: 53,238 0 33,745 33,745 People: 42 8,400 9,660 18,060 Equipment. 1,612 15,069 16,681 Lighting: 0 0 0 Ductwork: 17,963 2,089 8,615 10,704 Infiltration: Winter CFM: 409, Summer CFM: 169 26,900 3,453 1,481 4,934 Ventilation: Winter CFM: 939, Summer CFM: 939 61,837 19,224 8,245 27,469 Exhaust: Winter CFM: 939, Summer CFM: 939 Humidification (Winter)62.92 gal/day : 23,074 0 0 0 AED Excursion: 0 0 6,374 6,374 Total Building Load Totals: 183,012 34,778 83,189 117,967 Check Figures Total Building Supply CFM: 5,749 CFM Per Square ft.: 0.987 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac Residential&Light Commercial HVAC Loads Elite Software D_evelopment,'lnc;v, Condon Eri'irieeririg' Einstein'Square Mattituck,'NY:.11952 ' !/ ' ' Pa e'9 Total Building Summary Loads (cont`d) Check Figures Square ft. of Room Area: 5,827 Square ft. Per Ton: 593 Volume (ft'): 53,278 Building Loads. ` `5• Total Heating Required Including Ventilation Air: 183,012 Btuh 183.012 MBH Total Sensible Gain: 83,189 Btuh 71 % Total Latent Gain: 34,778 Btuh 29 % Total Cooling Required Including Ventilation Air: 117,967 Btuh 9.83 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D_ All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac'-Residential&Light Commercial HVAC Loads- _ Elite-Software D_evelopment;'Inc:. Condon Engineering ,_ _ " Einstein*Square' -MBttituck, NY 11952, Pae 10 System 9 Retail Summary Loads Component Area,, Sen Lat Sen Total Description . Quan Loss' Gain Gain Gain U =.30: Glazing-U=.3, SHGC=.28, U-value 0.3, SHGC 25 450 0 534 534 0.28 U =.35: Glazing-U=.35, SHGC=.35, U-value 0.35, SHGC 21 441 0 752 752 0.35 U =.38: Glazing-U=.38, SHGC=.48, U-value 0.38, SHGC 44.2 1,009 0 842 842 0.48 U =.38: Glazing-U=.38, SHGC=.48, U-value 0.38, SHGC 237.8 5,420 0 8,799 8,799 0.48 U =.77 Door: Glazing-U=.77, SHGC=.4 Door, U-value 45 1,215 0 1,140 1,140 0.45, SHGC 0.4 Garage Door R-6: Door-Garage Door R-6, U-value 0.17 64 653 0 207 207 R-34: Wall-Frame, Custom, R-34 Insulation, U-value 0.03 1796 3,233 0 562 562 17A-34: Roof/Ceiling-Roof Deck(roofing, wood, 82.5 134 0 34 34 insulation) or SIP Panels Supported on Beams, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, 1.5"wood plus R- 33 to R-35 insulation, U-value 0.027 19A-30p: Floor-Over enclosed crawl space, No insulation 1825.2 3,126 0 416 416 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 22A-pl: Floor-Slab on grade, No edge insulation, no 45 2,670 0 0 0 insulation below floor, any floor cover, passive, light dry soil, U-value 0.989 Subtotals for structure: 18,351 0 13,286 13,286 People: 15 3,000 3,450 6,450 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 2,799 587 545 1,133 Infiltration: Winter CFM: 171, Summer CFM: 77 11,238 1,584 680 2,264 Ventilation: Winter CFM: 250, Summer CFM: 250 16,447 5,113 2,193 7,306 Exhaust: Winter CFM: 250, Summer CFM: 250 Humidification (Winter) 19.63 gal/day: 7,199 0 0 0 AED Excursion. 0 0 4,152 4,152 System 1 Retail Load Totals: 56,034 10,285 24,306 34,591 [Check Figures Supply CFM: 1,400 CFM Per Square ft.: 0.630 Square ft. of Room Area: 2,221 Square ft. Per Ton: 771 Volume (ft"): 24,434 System Loads Total Heating Required Including Ventilation Air: 56,034 Btuh 56.034 MBH Total Sensible Gain- 24,306 Btuh 70 % Total Latent Gain: 10,285 Btuh 30 % Total Cooling Required Including Ventilation Air: 34,591 Btuh 2.88 Tons (Based On Sensible+ Latent) Notes -71 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM ,Rhvac`=Residential&Light Commercial HVAC Loads Elite'Software Development"'Inc:` Cond'ori Engineering_' _ _ __ _ _ Einstein Square MBttituck;NY 11952` = Pa e°,11, System 2 Apartment 1 1st Floor Summary Loads +Component . Area , Sen ' Lat Sen:': Total Description Quan Loss Gain Gain" Gain U =.30: Glazing-U=.3, SHGC=.28, U-value 0.3, SHGC 67.5 1,218 0 1,180 1,180 0.28 U =.30: Glazing-U=.3, SHGC=.28, U-value 0.3, SHGC 44 792 0 1,121 1,121 0.28 1 D-ca-o: Glazing-Double pane, operable window, clear, 47.2 1,620 0 2,709 2,709 wood with metal clad frame, U-value 0.57, SHGC 0.56 1D-ca-o: Glazing-Double pane, operable window, clear, 47.2 1,620 0 1,305 1,305 wood with metal clad frame, U-value 0.57, SHGC 0.56 R-8: Wall-Frame, Custom, R-8 Insulation, U-value 0.125 598 4,487 0 777 777 18A-10: Roof/Ceiling-Roof Joists Between Roof Deck 196 894 0 492 492 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-10 board insulation, U-value 0.076 19A-30p: Floor-Over enclosed crawl space, No insulation 1105 1,892 0 252 252 on exposed walls, sealed or vented space, passive, R-30 blanket, U-value 0.034 Subtotals for structure: 12,523 0 7,836 7,836 People: 7 1,400 1,610 3,010 Equipment: 806 5,588 6,394 Lighting: 0 0 0 Ductwork: 1,716 355 338 693 Infiltration: Winter CFM: 75, Summer CFM: 28 4,906 572 245 817 Ventilation: Winter CFM: 235, Summer CFM: 235 15,459 4,806 2,061 6,867 Exhaust: Winter CFM: 235, Summer CFM: 235 Humidification (Winter) 14.44 gal/day : 5,296 0 0 0 AED Excursion: 0 0 1,909 1,909 System 2 Apartment 1 1st Floor Load Totals: 39,900 7,939 19,588 27,527 Check Figures Supply CFM: 1,300 CFM Per Square ft.: 1.176 Square ft. of Room Area: 1,105 Square ft. Per Ton: 482 Volume (ft'): 8,840 S stem Loads Total Heating Required Including Ventilation Air: 39,900 Btuh 39.900 MBH Total Sensible Gain: 19,588 Btuh 71 % Total Latent Gain: 7,939 Btuh 29 % Total Cooling Required Including Ventilation Air: 27,527 Btuh 2.29 Tons (Based On Sensible+ Latent) ,Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac'-Residential&Light Commercial HVAC Loads_ E_lite Software Development,Inc. Condon,Engineefing = `°;Einstein'Square, :Mbttituck,NY:11952 Pa`e 12 System 3 Apartment 1 2nd Floor Summary Loads Component Area Sen Lat Sen Total Description Quan,: Loss:' Gain , Gain , Gain, U =.30: Glazing-U=.3, SHGC=.28, U-value 0.3, SHGC 67.5 1,218 0 1,708 1,708 0.28 U =.30: Glazing-U=.3, SHGC=28, U-value 0.3, SHGC 45 812 0 488 488 0.28 Door with Glass: Glazing-Door with 1/2 Glass, U-value 17.5 315 0 702 702 0.3, SHGC 0.4 R-8. Wall-Frame, Custom, R-8 Insulation, U-value 0.125 626 4,695 0 814 814 R-49: Roof/Ceiling-Under Attic with Insulation on Attic 663.5 797 0 571 571 Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49, U-value 0.02 18A-10: Roof/Ceiling-Roof Joists Between Roof Deck 162.8 742 0 408 408 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-10 board insulation, U-value 0.076 Subtotals for structure: 8,579 0 4,691 4,691 People: 8 1,600 1,840 3,440 Equipment' 0 2,732 2,732 Lighting: 0 0 0 Ductwork: 6,681 573 3,859 4,431 Infiltration: Winter CFM- 61, Summer CFM: 21 4,000 429 183 612 Ventilation: Winter CFM- 235, Summer CFM: 235 15,459 4,806 2,061 6,867 Exhaust: Winter CFM: 235, Summer CFM: 235 Humidification (Winter) 13.80 gal/day: 5,060 0 0 0 AED Excursion: 0 0 312 312 System 3 Apartment 1 2nd Floor Load Totals: 39,779 7,408 15,678 23,086 Check Figures Supply CFM: 1,300 CFM Per Square ft.: 1.573 Square ft. of Room Area- 826 Square ft. Per Ton: 429 Volume (ft'): 6,610 System Loads Total Heating Required Including Ventilation Air: 39,779 Btuh 39.779 MBH Total Sensible Gain: 15,678 Btuh 68 % Total Latent Gain: 7,408 Btuh 32 % Total Cooling Required Including Ventilation Air: 23,086 Btuh 1.92 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM wRhvac=',Residential&Light Commercial HVAC Loads Elite Software Development,lric .,Condon,Engineering' = Einstein"Square Mattituck;;NY:11952.. _ _ - Pa"e:13:. System 4 Apartment 2 Summary Loads ComponentArea, Sen tat , Sen,: ,Total Description Quan Loss: Gain Gain _ Gain Door with Glass: Glazing-Door with 1/2 Glass, U-value 21 378 0 396 396 0.3, SHGC 0.4 U =.30: Glazing-U=.3, SHGC=.28, U-value 0.3, SHGC 146.2 2,634 0 4,026 4,026 0.28 U =.30: Glazing-U=.3, SHGC=.28, U-value 0.3, SHGC 44.2 797 0 546 546 0.28 U =.77 Door: Glazing-U=.77, SHGC=.4 Door, U-value 24 648 0 272 272 0.45, SHGC 0.4 R-8: Wall-Frame, Custom, R-8 Insulation, U-value 0.125 980.5 7,356 0 1,276 1,276 R-49: Roof/Ceiling-Under Attic with Insulation on Attic 1644.2 1,972 0 1,416 1,416 Floor(also use for Knee Walls and Partition Ceilings), Custom, R-49, U-value 0.02 Subtotals for structure: 13,785 0 7,932 7,932 People: 12 2,400 2,760 5,160 Equipment: 806 6,749 7,555 Lighting: 0 0 0 Ductwork: 6,767 573 3,873 4,447 Infiltration: Winter CFM: 103, Summer CFM: 42 6,756 868 373 1,241 Ventilation: Winter CFM: 220, Summer CFM: 220 14,472 4,499 1,930 6,429 Exhaust: Winter CFM: 220, Summer CFM: 220 Humidification (Winter) 15.05 gal/day : 5,520 0 0 0 System 4 Apartment 2 Load Totals: 47,299 9,147 23,617 32,763 [.Check Figures Supply CFM: 1,749 CFM Per Square ft.: 1.045 Square ft. of Room Area: 1,674 Square ft. Per Ton: 613 Volume(ft3): 13,394 S stem Loads ° Total Heating Required Including Ventilation Air: 47,299 Btuh 47.299 MBH Total Sensible Gain: 23,617 Btuh 72 % Total Latent Gain: 9,147 Btuh 28 % Total Cooling Required Including Ventilation Air: 32,763 Btuh 2.73 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhva"-Residential&Light Commercial_HVAC Loads_ -' '_ - Elite Software Development;Inc. °Condon Engineering = Einsteiq, uare- Wattituck,NY'11952 - - - t Pa e-14- Equipment Data - System 1 - Retail Cooling System Type: Two Stage A/C Outdoor Model: 4TTR40421-1 Indoor Model: 4GXCB006AC6HUA Outdoor Manufacturer: TRANE Indoor Manufacturer: TRANE AHRI Reference No.: 8787711 Nominal Capacity: 39,000 Adjusted Capacity: 47270 Adjusted Sensible Capacity: 36630 Adjusted Latent Capacity: 10640 Efficiency: 14 SEER, 12.2 EER Heating System Type: Natural Gas Furnace Model: TUH2B080A9V4VB" Tradename: XV95 Manufacturer: TRANE Description: Natural Gas or Propane Furnace Capacity: 78,000 Efficiency: 97 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 75F, SIRK 50%, WIDB: 70F, Sen. gain: 24,306 Btuh, Lat. gain: 10,285 Btuh, Sen. loss: 56,034 Btuh, Entering clg. coil DB: 76AF, Entering clg. coil WB: 64.1 F, Entering htg. coil DB: 59F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1008 CFM, Req. htg. airflow: 508 CFM C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac 'Residential&-L'ight Commercial HVAC-Loads- _ Elite Software Development'Inc: Condon Engineering _`` _ Einstein Square'; 40attituck, NY•11,952 _ _ - Pa 6.15 Equipment Data - System 2 - Apartment 1 1st Floor Cooling System Type: Two Stage A/C Outdoor Model: 4TTA7036A4 Indoor Model: 4TXCB006DS3 Tradename: XR17 Outdoor Manufacturer: TRANE AHRI Reference No.: 9084605 Nominal Capacity: 35,800 Adjusted Capacity: 35900 Adjusted Sensible Capacity: 28070 Adjusted Latent Capacity: 7830 Efficiency: 17 SEER, 13 EER Heating System Type: Natural Gas Furnace Model: TUH2B060A936V** Tradename: XL95 Manufacturer: TRANE Description: Natural Gas or Propane Furnace Capacity: 58,000 Efficiency: 96 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 19,588 Btuh, Lat. gain: 7,939 Btuh, Sen. loss: 39,900 Btuh, Entering clg. coil DB: 76.5F, Entering clg. coil WB: 64.2F, Entering htg. coil DB: 59F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 799 CFM, Req. htg. airflow: 314 CFM C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac:Residential&Light Commercial-_HVAC Loads- Elite Software'Developrrient;Inc., ;Condon Engineering,._° - Einstei, quare, Mattituck, NY 1,1952 Pa ej.6'; Equipment Data - System 3 - Apartment 1 2nd Floor Cooling System Type: Two Stage A/C Outdoor Model: 4TTA7036A3 Indoor Model: 4TXCB006DS3 Tradename: XR17 Outdoor Manufacturer: TRANE AHRI Reference No.: 8995619 Nominal Capacity: 36,600 Adjusted Capacity: 36600 Adjusted Sensible Capacity: 27450 Adjusted Latent Capacity: 9150 Efficiency: 17 SEER, 12.5 EER Heating System Type: Natural Gas Furnace Model: TUH2B060A936V** Tradename: XL95 Manufacturer: TRANE Description: Natural Gas or Propane Furnace Capacity: 58,000 Efficiency: 96 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 75F, SIRK 50%, WIDB: 70F, Sen. gain: 15,678 Btuh, Lat. gain: 7,408 Btuh, Sen. loss: 39,779 Btuh, Entering clg. coil DB: 77.7F, Entering clg. coil WB: 64.6F, Entering htg. coil DB: 58F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 540 CFM, Req. htg. airflow: 291 CFM C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM 'Rhvac,'=Residential&'Light Commercial I HVAC,L_oads Elite Softwa_re_'Development,Anc.' ,Condon Engineering' Einstein Sijuare Mattituck, NY 11952; - Pae 17 Equipment Data - System 4 - Apartment 2 Cooling System Type: Two Stage A/C Outdoor Model: 4TTA7048A4 Indoor Model: 4PX*BU48BS3 Tradename: XR17 Outdoor Manufacturer: TRANE AHRI Reference No.: 8995703 Nominal Capacity: 48,000 Adjusted Capacity: 47270 Adjusted Sensible Capacity: 36630 Adjusted Latent Capacity: 10640 Efficiency: 16 SEER, 12.5 EER Heating System Type: Natural Gas Furnace Model: TUH2B080A942V** Tradename: XL95 Manufacturer: TRANE Description: Natural Gas or Propane Furnace Capacity: 77,000 Efficiency: 96 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 23,617 Btuh, Lat. gain: 9,146 Btuh, Sen. loss: 47,299 Btuh, Entering clg. coil DB: 76.9F, Entering clg. coil WB: 64F, Entering htg. coil DB: 61.5F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 907 CFM, Req. htg. airflow: 401 CFM C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM 1Rhvac=Residential&_Light Commercial HVA_C Loads Elite,Software Development;'Inc:z Condon Engineering;; - Einstein'Square attituck,NY,."11952, `Pa e'18 lN Manual S Performance Data - System 1 - Retail Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 24,306 Outdoor Wet Bulb: 71 Latent Gain: 10,285 Indoor Dry Bulb: 75 Total Gain: 34,591 Indoor RH: 50 Load SHR: 0.70 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 56,034 Indoor Dry Bulb: 70 Entering Dry Bulb: 59.0 Indoor RH: 30 Supply Airflow: 1,400 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Two Stage A/C, Model: 4TTR4042L1+4GXCB006AC6HUA, Nominal Capacity: 39,000, Manufacturer: TRANE Interpolation Results: Percent Load of Load Sensible Capacity: 36,630 24,306 151% Latent Capacity: 10,640 10,285 103% Total Capacity: 47,270 34,591 137% Heating: Model Type: Natural Gas Furnace, Model: TUH2B080A9V4VB*, Nominal Capacity: 78,000, Manufacturer: TRANE Results: Percent Load of Load Heating Capacity: 78,000 56,034 139% C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM ..g4yac'-Residential&-Light Commercial HVAC Loads Elite.Software Development;`Inc. Condon Engineering ':_ _ ;Einstein Square,, M6t4UC-k,NY`11952 Pa e-19;. Manual S Performance Data - System 2 - Apartment 1 1 st Floor Loads and Design.Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 19,588 Outdoor Wet Bulb: 71 Latent Gain: 7,939 Indoor Dry Bulb: 75 Total Gain: 27,527 Indoor RH: 50 Load SHR: 0.71 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 39,900 Indoor Dry Bulb: 70 Entering Dry Bulb: 59.0 Indoor RH: 30 Supply Airflow: 1,300 Equipment'Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Two Stage A/C, Model: 4TTA7036A4+4TXCB006DS3, Nominal Capacity: 35,800, Manufacturer: TRANE Interpolation Results: Percent Load of Load Sensible Capacity: 28,070 19,588 143% Latent Capacity: 7,830 7,939 99% Total Capacity: 35,900 27,527 130% Heating: Model Type: Natural Gas Furnace, Model: TUH2B060A936V**, Nominal Capacity: 58,000, Manufacturer: TRANE Results: Percent Load of Load Heating Capacity: 58,000 39,900 145% C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM hv'ac-Residential&,Light Com_mercial HVAC,Loads Elite Softare Development;Inc: ndon•Engineering',, i . Einstein Square attituck;•NY 11952., I/ Page.2d' Manual S Performance Data - System 3 - Apartment 1 2nd Floor Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 15,678 Outdoor Wet Bulb: 71 Latent Gain: 7,408 Indoor Dry Bulb: 75 Total Gain: 23,086 Indoor RH: 50 Load SHR: 0.68 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 39,779 Indoor Dry Bulb: 70 Entering Dry Bulb: 58.0 Indoor RH: 30 Supply Airflow: 1,300 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Two Stage A/C, Model: 4TTA7036A3+4TXCB006DS3, Nominal Capacity: 36,600, Manufacturer: TRANE Interpolation Results: Percent Load of Load Sensible Capacity: 27,450 15,678 175% Latent Capacity: 9,150 7,408 124% Total Capacity: 36,600 23,086 159% Heating: Model Type: Natural Gas Furnace, Model: TUH2B060A936V**, Nominal Capacity: 58,000, Manufacturer: TRANE Results: Percent Load of Load Heating Capacity: 58,000 39,779 146% C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac=;Residential&Light Commerc_ial HVAC Load_s _ Elite Software Development;;ln'cr Condon.Erigineering' Einstein'Square 'Mattituck,NY,'11952 - Pa e.1l` Manual S Performance Data - System 4 - Apartment 2 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain` 23,617 Outdoor Wet Bulb: 71 Latent Gain: 9,147 Indoor Dry Bulb: 75 Total Gain: 32,763 Indoor RH- 50 Load SHR: 0.72 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 47,299 Indoor Dry Bulb: 70 Entering Dry Bulb: 61.5 Indoor RH: 30 Supply Airflow: 1,749 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Two Stage A/C, Model: 4TTA7048A4+4PX*BU48BS3, Nominal Capacity: 48,000, Manufacturer: TRANE Interpolation Results: Percent Load of Load Sensible Capacity: 36,630 23,617 155% Latent Capacity: 10,640 9,147 116% Total Capacity: 47,270 32,763 144% Heating: Model Type: Natural Gas Furnace, Model: TUH2B080A942V**, Nominal Capacity: 77,000, Manufacturer: TRANE Results: Percent Load of Load Heating Capacity: 77,000 47,299 163% C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhyac'-,Residential&'L'ight Commercial HVAC Loads- _ _Elite Software,Development,`Inc , Condon Engineering;;- _ `y` Ei6-i0n,'Square; Mattifuck,NY 11952 Detailed Room Loads - Room 1 - Retail #1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.5 ft. System Number: 1 Room Width: 11.5 ft. Zone Number: 1 Area: 155.3 sq.ft. Supply Air: 122 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 4.3 AC/hr Volume: 1,708 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 18 CFM Runout Air: 61 CFM Percent of Supply.: 14 % Runout Duct Size: 4 in. Actual Summer Vent.: 22 CFM Runout Air Velocity: 700 ft./min. Percent of Supply: 18 % Runout Air Velocity: 700 ft./min. Actual Winter Infil.: 13 CFM Actual Loss: 0.549 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen,, Clg Lat Sen, Description Quantity Value, HTM Loss HTM Gain., Gain S-Wall-R-34 11 X 11 108.5 0.030 1.8 195 0.3 0 34 W-Wall-R-34 5 X 11 34 0.030 1.8 61 0.3 0 11 S -GIs-U =.30 shgc-0.28 0%S 12.5 0.300 18.0 225 13.9 0 174 W-GIs-U =.35 shgc-0.35 0%S 21 0.350 21.0 441 35.8 0 752 Floor-19A-30p 11.5 X 13.5 155.2 0.034 1.7 266 0.2 0 35 Subtotals for Structure: 1,188 0 1,006 Infil.:Win.: 13.5, Sum.: 6.1 176 5.034 886 0.307 125 54 Ductwork: 157 48 AED Excursion: 362 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 2,231 525 1,930 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM iaffitu6k,'NY'I,1952_'__ Commercial HVAC Loads= `;EliteSoftwareDevelopment„lric , ring ' ;EPa e 23° Detailed Room Loads - Room 2 - Retail #2 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 12.5 ft. Zone Number: 1 Area: 175.0 sq.ft. Supply Air: 82 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 1,925 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 29 CFM Runout Air. 82 CFM Percent of Supply.: 35 % Runout Duct Size: 5 in. Actual Summer Vent.: 15 CFM Runout Air Velocity: 605 ft./min. Percent of Supply: 18 % Runout Air Velocity: 605 ft./min. Actual Winter Infil.: 26 CFM Actual Loss: 0.300 in.wg./100 ft. Actual Summer Infil.: 12 CFM Item Area -U- Htg , Sen Clg Lat,,, Sen .11 Description' .' Quantity Value HTM : Loss HTM Gain, Gain S-Wall-R-34 12.5 X 11 73.5 0.030 1.8 132 0.3 0 23 W-Wall-R-34 5 X 11 55 0.030 1.8 99 0.3 0 17 E-Wall-R-34 14 X 11 141.5 0.030 1.8 255 0.3 0 44 S-Door-Garage Door R-6 8 X 8 64 0.170 10.2 653 3.2 0 207 E-GIs-U =.30 shgc-0.28 0%S 12.5 0.300 18.0 225 28.8 0 360 Floor-19A-30p 12.5 X 14 175 0.034 1.7 300 0.2 0 40 Subtotals for Structure: 1,664 0 691 Infil.: Win.: 26.5, Sum.: 12.0 347 5.033 1,744 0.303 246 105 Ductwork: 258 32 AED Excursion: 245 People: 200 lat/per, 230 sen/per: 1 200 230 Room Totals: 3,666 446 1,303 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM ,Rhvae-Residential&;Light"Commercial•HVAC Loads s, Elite Software-Development,'Inc. Condon Engineeringy' _ „ Einstein Square Mattituck,NY- 11952 - Pa e'24' Detailed Room Loads - Room 3 - Retail #3 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 65.0 ft. System Number: 1 Room Width: 23.0 ft. Zone Number: 1 Area: 1,495.0 sq.ft. Supply Air: 505 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 1.8 AC/hr Volume- 16,445 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers. 5 Actual Winter Vent.: 117 CFM Runout Air: 101 CFM Percent of Supply.: 23 % Runout Duct Size: 5 in. Actual Summer Vent.: 90 CFM Runout Air Velocity: 741 ft./min. Percent of Supply: 18 % Runout Air Velocity: 741 ft./min. Actual Winter Infil.: 93 CFM Actual Loss: 0.448 in.wg./100 ft. Actual Summer Infil.: 42 CFM -,Item Area -U- Htg Sen Clg Lat ,Sen 'Description. Quantity Value HTM Loss':, HTM Gain Gain S-Wall-R-34 2 X 11 22 0.030 1.8 40 0.3 0 7 E-Wall-R-34 75 X 11 816.8 0.030 1.8 1,470 0.3 0 255 N -Wall-R-34 19.5 X 11 130 0.030 1.8 234 0.3 0 41 NE-Wall-R-34 5.5 X 11 44 0.030 1.8 79 0.3 0 14 NW-Wall-R-34 5.5 X 11 44 0.030 1.8 79 0.3 0 14 W-Wall-R-34 3 X 11 24.8 0.030 1.8 45 0.3 0 8 E-GIs-U =.38 shgc-0.48 0%S 8.2 0.380 22.8 188 48.4 0 399 N-GIs-U =.38 shgc-0.48 100%S (2) 60.5 0.380 22.8 1,380 12.3 0 744 W-GIs-U =.38 shgc-0.48 0%S 8.2 0.380 22.8 188 48.4 0 399 NE-GIs-U =.38 shgc-0.48 0%S 16.5 0.380 22.8 376 32.8 0 542 NW-GIs-U =.38 shgc-0.48 0%S 16.5 0.380 22.8 376 32.8 0 542 N -GIs-U =.77 Door shgc-0.4 100%S 24 0.450 27.0 648 11.3 0 272 UP-Roof-17A-34 7.5 X 5.5 41.2 0.027 1.6 67 0.4 0 17 UP-Roof-17A-34 7.5 X 5.5 41.2 0.027 1.6 67 04 0 17 Floor-19A-30p 23 X 65 1495 0.034 1.7 2,560 0.2 0 341 Subtotals for Structure: 7,797 0 3,612 Infil.: Win.. 92.9, Sum.: 42.1 1,216 5.032 6,117 0.304 862 370 Ductwork: 1,052 197 AED Excursion: 1,498 People: 200 [at/per, 230 sen/per: 10 2,000 2,300 Room Totals` 14,966 2,862 7,976 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM rRhvac` ti ^'g velopment,9nc:. Residential&L°i ht Commercial HVAC'Loads- Elite.Software De Condon Engineering`_ _ Einstein Sgiiake, Mattituck;NY 11952_._ ill Fa e.2b' Detailed Room Loads - Room 4 - Retail #4 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width. 33.0 ft. Zone Number: 1 Area: 396.0 sq.ft. Supply Air: 690 CFM Ceiling Height: 11.0 ft. Supply Air Changes: 9.5 AC/hr Volume: 4,356 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 7 Actual Winter Vent.: 86 CFM Runout Air: 99 CFM Percent of Supply.: 12 % Runout Duct Size: 5 in. Actual Summer Vent.: 123 CFM Runout Air Velocity: 723 ft./min. Percent of Supply: 18 % Runout Air Velocity: 723 ft./min. Actual Winter Infil.: 38 CFM Actual Loss: 0.428 in.wg./100 ft. Actual Summer Infil.: 17 CFM Item Area.- -U- Htg . Sen: Cig 'Lat ' Sen. Description Quantity Value -HTM Loss„ - _ HTM Gain Gain N-Wall-R-34 12 X 11 96 0.030 1.8 173 0.3 0 30 W-Wall-R-34 33 X 11 206 0.030 1.8 371 0.3 0 64 N -GIs-U =.38 shgc-0.48 100%S 36 0.380 22.8 821 12.3 0 443 W-GIs-U =.38 shgc-0.48 0%S (2) 136 0.380 22.8 3,100 48.3 0 6,572 W-GIs-U =.77 Door shgc-0.4 O%S 21 0.450 27.0 567 41.3 0 868 Floor-22A-pl 45 ft..Per. 45 0.989 59.3 2,670 0.0 0 0 Subtotals for Structure: 7,702 0 7,977 Infil.: Win.: 37.8, Sum.: 17.2 495 5.032 2,491 0.305 351 151 Ductwork: 771 269 AED Excursion: 2,047 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 10,964 751 10,904 EquipmentCooling Loads Cont. Cont. Output Output Avg. Pct Sens. Lat.,^ Sens. • Lat. In-Use' Used Load, Load Item Name Btuh Btuh Output /Hour: Btuh, Btuh Color television 683 0 100 100 683 0 Miscellaneous Equipment -683 '0 100 100 -683 _ 0 Total 0 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM e,Rhvac'=Residential•&'Light Commercial HVAC Loads,"' Elite Software;Development,;lnC. Condon Engineering _ _ _ _i : _ „ EinsteinSquare' ;Mattituck-NY`I, 952; I/ rPa e,26 Detailed Room Loads - Room 5 - Living Room (Average Load Procedure) [,General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.5 ft. System Number: 2 Room Width: 26.0 ft. Zone Number: 1 Area: 429.0 sq.ft. Supply Air: 251 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.4 AC/hr Volume: 3,432 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 73 CFM Runout Air: 84 CFM Percent of Supply.: 29 % Runout Duct Size: 5 in. Actual Summer Vent.: 45 CFM Runout Air Velocity: 613 ft./min. Percent of Supply: 18 % Runout Air Velocity: 613 ft./min. Actual Winter Infil.: 27 CFM Actual Loss: 0.308 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area _U_' Htg Sen'y Clg" Lat Sen Description Quantity Value HTM ' - Loss HTM Gain,, Gain N-Wall-R-8 14.5 X 8 88.5 0.125 7.5 664 1.3 0 115 W-Wall-R-8 14 X 8 90 0.125 7.5 675 1.3 0 117 S-Wall-R-8 1.5 X 8 12 0.125 7.5 90 1.3 0 16 NW-Wall-R-8 3 X 8 13 0.125 7.5 98 1.3 0 17 SW-Wall-R-8 3 X 8 13 0.125 7.5 98 1.3 0 17 N-GIs-U =.30 shgc-0.28 100%S (2) 27.5 0.300 18.0 496 7.8 0 214 W-GIs-U =.30 shgc-0.28 0%S (2) 22 0.300 18.0 396 28.8 0 634 NW-GIs-U =.30 shgc-0.28 0%S 11 0.300 18.0 198 19.8 0 218 SW-GIs-U =.30 shgc-0.28 0%S 11 0.300 18.0 198 24.5 0 269 Floor-19A-30p 26 X 16.5 429 0.034 1.7 734 0.2 0 98 Subtotals for Structure: 3,647 0 1,715 Infil.:Win.: 26.7, Sum.: 10.0 288 6.101 1,757 0.306 205 88 Ductwork: 424 65 AED Excursion: 368 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 5,828 605 3,379 Equipment,Cooling Loads Cont. Cont. Output Output Avg. Pct Sens. Lat.. Sens. Lat. In-Use Used Load Load 'Item Name Btuh ' Btuh Output /Hour' Btuh Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac'-Residential&mLight Commercial HVAC Loads ' _ '---Elite Software Development;Inc: Condon Engineeririg_.; _ _, _ r _ " :Einsteiri Square Mattituck;,NY,11952, Pa e 27 Detailed Room Loads - Room 6- Dining Room (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 22.0 ft. System Number: 2 Room Width: 12.0 ft. Zone Number: 1 Area: 264.0 sq.ft. Supply Air: 180 CFM Ceiling Height: 8.0 ft. Supply Air Changes- 5.1 AC/hr Volume: 2,112 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 28 CFM Runout Air: 90 CFM Percent of Supply.: 15 % Runout Duct Size: 5 in. Actual Summer Vent.: 32 CFM Runout Air Velocity: 659 ft./min. Percent of Supply: 18 % Runout Air Velocity: 659 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.356 in.wg./100 ft. Actual Summer Infil.: 3 CFM item Area -U- Htg Sen Clg Lat r Sen Description Quantity Value HTM Loss', HTM Gain Gain W-Wall-R-8 12 X 8 68.5 0.125 7.5 514 1.3 0 89 W-GIs-U =.30 shgc-0.28 0%S (2) 27.5 0.300 18.0 496 28.8 0 792 Floor-19A-30p 12 X 22 264 0.034 1.7 452 0.2 0 60 Subtotals for Structure: 1,462 0 941 Infil.: Win.: 8.9, Sum.: 3.3 . 96 6.104 586 0.302 68 29 Ductwork: 161 47 AED Excursion: 264 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 2,209 468 2,424 [Equipment Cooling-Loads— = Cont. Cont. ' Output Output Avg. Pct Sens. Lat: Sens. Lat. In-Use Used Load Load. Item Name Btuh Btuh - Output /Hour. Btuh Btuh Color television 6.83 0 100 100 683 _ 0 Total 683 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac'-Residential&.Light Comi_nercia_1,HVACLoads _ _Elite So_ftwa_-fe_D_evelopnient,Inc: ,Condon,Engiriee�ing,• ;Einstein Square n Mattituck,'NY 11952 Detailed-Room Loads = Room 7 - Family Room (Average'Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 2 Room Width: 14.0 ft. Zone Number: 1 Area: 196.0 sq.ft. Supply Air: 514 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 19.7 AC/hr Volume: 1,568 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 104 CFM Runout Air: 103 CFM Percent of Supply.: 20 % Runout Duct Size: 5 in. Actual Summer Vent.: 93 CFM Runout Air Velocity: 754 ft./min. Percent of Supply: 18 % Runout Air Velocity: 754 ft./min. Actual Winter Infil.: 27 CFM Actual Loss: 0.464 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item Area -U- Htg'; Sen Clg" Lat Sen- Description Quantity Value HTM Loss HTM Gain Gain W-Wall-R-8 14 X 8 64.8 0.125 7.5 486 1.3 0 84 S-Wall-R-8 14 X 8 64.8 0.125 7.5 486 1.3 0 84 E-Wall-R-8 3 X 8 24 0.125 7.5 180 1.3 0 31 N-Wall-R-8 5.5 X 8 44 0.125 7.5 330 1.3 0 57 W-GIs-1 D-ca-o shgc-0.56 0%S (9) 47.2 0.570 34.2 1,620 57.3 0 2,709 S-GIs-1D-ca-o shgc-0.56 0%S (9) 47.2 0.570 34.2 1,620 27.6 0 1,305 UP-Roof-18A-10 14 X 14 196 0.076 4.6 894 2.5 0 492 Floor-19A-30p 14 X 14 196 0.034 1.7 336 0.2 0 45 Subtotals for Structure: 5,952 0 4,807 Infil.: Win.: 27.1, Sum.: 10.2 292 6.103 1,782 0.305 208 89 Ductwork: 606 134 AED Excursion: 755 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 8,340 608 6,927 Equipment Cooling Loads Cont. Cont. Output' Output Avg. Pct Sens. Lat Sens. Lat. ' In-Use Used Load, Load Item Name Btuh Btuh Output __ /Hour Btuh„ Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac'=Residential WL'ight Commercial HVAC.Loads__ Elite Software.Development,'lnc:` ",Cond'on,Engineering,' °Einstein Square`: k ttituck,NY 11952: - Page 29 Detailed Room Loads - Room 8 - Kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.5 ft. System Number: 2 Room Width: 16.0 ft. Zone Number: 1 Area: 168.0 sq.ft. Supply Air: 355 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 15.8 AC/hr Volume: 1,344 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 29 CFM Runout Air: 89 CFM Percent of Supply.: 8 % Runout Duct Size: 5 in. Actual Summer Vent.: 64 CFM Runout Air Velocity: 651 ft./min. Percent of Supply: 18 % Runout Air Velocity: 651 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.347 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg Sen,,, . . Clg`, Lat • Sen 'Description Quantity Value ' HTM ' Loss HTM Gain,, Gain S-Wall-R-8 16 X 8 115.5 0.125 7.5 866 1.3 0 150 S-GIs-U =.30 shgc-0.28 0%S (2) 12.5 0.300 18.0 226 13.9 0 174 Floor-19A-30p 16 X 10.5 168 0.034 1.7 288 0.2 0 38 Subtotals for Structure: 1,380 0 362 Infil.: Win.: 11.9, Sum.: 4.5 128 6.102 781 0.305 91 39 Ductwork: 169 92 AED Excursion: 521 People: 200 lat/per, 230 sen/per: 1 200 230 Equipment: 806 3,539 Room Totals: 2,330 1,097 4,783 Equipment-Coolin Loads - - Cont. Cont;'_ Output Output Avg. Pct Sens. Lat. Sens '` Lat. • In-Use , Used Load Load ,Item Name Btuh Btuh Output /Hour Btuh' Btuh Color television 683 0 100 100 683 0 Cooking range no hood-four burners on high heat 13311 7167 25 25 832 448 Dishwasher 4096 1433 100 25 1024 358 Refrigerator or freezer- 16 cubic feet 1000 0 100 100 1000 0 Total 3539 806 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac-Residential&Light Commercial HVAC,Loads Elite Software Development,'Inc.. ;Condon,Engineering .F _ _ EinsteinSquaie? Mattituck-'NY 11952 Detailed Room Loads - Room 9 - Bathroom #1 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 2 Room Width: 6.0 ft. Zone Number: 1 Area: 48.0 sq.ft Supply Air: 1 CFM Ceding Height: 8.0 ft. Supply Air Changes: 0.1 AC/hr Volume: 384 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 1 CFM Percent of Supply.: 118 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 11 ft./min. Percent of Supply: 18 % Runout Air Velocity: 11 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.000 in.wg./100 ft Actual Summer Infil.: 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description, Quantity ' Value HTM ' Loss ' HTM Gain Gain Floor-19A-30p 6 X 8 48 0.034 1.7 82 0.2 0 11 Subtotals for Structure: 82 0 11 Infil : Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 6 0 AED Excursion: 1 Room Totals: 88 0 13 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac`-Residential&-Light Commercial HVAC Loads__ _ _'_ Elite Software,Development;'lnb. ,Condon Enginee'r`ing ,T: _ ° Einstein square, Witituck,NY Detailed Room Loads - Room, 10 - Bedroom #1 (Average Load Procedure) . General Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 12.5 ft. System Number: 3 Room Width: 13.0 ft. Zone Number. 1 Area: 162.5 sq.ft. Supply Air: 299 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 13.8 AC/hr Volume: 1,300 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 50 CFM Runout Air: 100 CFM Percent of Supply.: 17 % Runout Duct Size: 5 in. Actual Summer Vent.: 54 CFM Runout Air Velocity: 731 ft./min. Percent of Supply: 18 % Runout Air Velocity: 731 ft./min. Actual Winter Infil.: 14 CFM Actual Loss: 0.437 in.wg./100 ft. Actual Summer Infil.: 5 CFM [Item Area -U- Sen g g Description Quantity Value HTM Loss HTM _Gain Gain W-Wall-R-8 13 X 8 81.5 0.125 7.5 611 1.3 0 106 S-Wall-R-8 9 X 8 72 0.125 7.5 540 1.3 0 94 W-GIs-U =.30 shgc-0.28 0%S (2) 22.5 0.300 18.0 406 28.8 0 648 UP-Ceil-R-49 12.5 X 13 162.5 0.020 1.2 195 0.9 0 140 Subtotals for Structure: 1,752 0 988 Infil.: Win.: 14.1, Sum.: 4.9 176 5.290 931 0.244 100 43 Ductwork: 1,002 482 AED Excursion: 72 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 3,685 500 2,728 Equipment Cooling Loads Cont. Cont. .Output ' Output , Avg. Pct' Sens. Lat. Sens. • Lat. In-Use Used ' Load Load Item Name Btuh Btuh Output /Hour . Btuh Btuh Color television 683 0 100 100 683 _ 0 Total 683 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM • ihvad'-Residential&„Light CommerciaI HVAC,Loads `Elite SoftwareDevelopment;`Inc. EinsteinSqugpe attituck,`NY'119521/ :Page'32' Detailed Room Loads - Room 11 - Bedroom #2 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 3 Room Width: 13.0 ft. Zone Number: 1 Area: 208.0 sq.ft. Supply Air: 340 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 12.3 AC/hr Volume: 1,664 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 73 CFM I Runout Air: 85 CFM Percent of Supply.: 21 % Runout Duct Size: 5 in. Actual Summer Vent.: 61 CFM Runout Air Velocity: 623 ft./min. Percent of Supply: 18 % Runout Air Velocity: 623 ft./min. Actual Winter Infil.: 20 CFM Actual Loss: 0.319 in.wg./100 ft. Actual Summer Infil.: 7 CFM ;Item ' Area -U- Htg : Sen,, Clg Lat E- Sen 'l Description Quantity_ Value HTM Loss HTM . Gain Gain W-Wall-R-8 16 X 8 105.5 0.125 7.5 791 1.3 0 137 N -Wall-R-8 15 X 8 97.5 0.125 7.5 731 1.3 0 127 W-GIs-U =.30 shgc-0.28 0%S (2) 22.5 0.300 18.0 406 28.8 0 648 N -GIs-U =.30 shgc-0 28 100%S (2) 22.5 0.300 18:0 406 7.8 0 176 UP-Cell-R-49 16 X 13 208 0.020 1.2 250 0.9 0 179 Subtotals for Structure: 2,584 0 1,267 Infil.: Win.: 19.9, Sum.: 6.9 248 5.290 1,312 0.242 141 60 Ductwork: 1,455 547 AED Excursion: 82 People: 200 [at/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 5,351 541 3,099 Equipment Cooling Loads Cont. Cont. Output Output Avg. Pct Sens Lat. Sens. Lat. ; In-Use Used Load ' Load Item Name Btuh Btuh ' Output /Hour' _ Btuh Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 1006 AM Rtfvac'-Residential&`L'ight Commercial'HVAC_Loads = _ -Elite S_oftware_'D_evelopment,lnc:' Condon.Engineering; = Einstein Square M'attituck„NY`11952 _Pa e'33 Detailed 'Room 'Loads - Room 12 - Bedroom #3 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.5 ft. System Number: 3 Room Width: 15.5 ft. Zone Number: 1 Area: 162.8 sq.ft. Supply Air: 442 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 20.4 AC/hr Volume: 1,302 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 84 CFM Runout Air: 88 CFM Percent of Supply.: 19 % Runout Duct Size: 5 in. Actual Summer Vent.: 80 CFM Runout Air Velocity: 648 ft./min. Percent of Supply: 18 % Runout Air Velocity: 648 ft./min. Actual Winter Infil.: 20 CFM Actual Loss: 0.344 in.wg./100 ft. Actual Summer Infil.: 7 CFM Item � Area -U- Htg Sen, Clg Lat,, Sen Description Quantity Value HTM Loss HTM, Gain" Gain W-Wall-R-8 10.5 X 8 72.8 0.125 7.5 546 1.3 0 95 S-Wall-R-8 15.5 X 8 101.5 0.125 7.5 761 1.3 0 132 E-Wall-R-8 5.5 X 8 26.5 0.125 7.5 199 1.3 0 34 W-GIs-U =.30 shgc-0.28 0%S 11.2 0.300 18.0 203 28.8 0 324 S-GIs-U =.30 shgc-0.28 0%S (2) 22.5 0.300 18.0 406 13.9 0 312 E-GIs-Door with Glass shgc-0.4 17.5 0.300 18.0 315 40.1 0 702 0%S UP-Roof-18A-10 10.5 X 15.5 162.8 0.076 4.6 742 2.5 0 408 Subtotals for Structure: 3,172 0 2,007 Infil.: Win.: 20.3, Sum.: 7.0 252 5.294 1,334 0.242 143 61 Ductwork: 1,683 712 AED Excursion: 106 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 6,189 543 4,029 Equipment Cooling Loads Cont. Cont. Output Output, Avg. , Pct Sens. Lat. Sens. ', Lat. In-Use Used Load: Load' Item Name Btuh; Btuh Output, /Hour Btuh Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac'-Residential&.L`ight Commercial HVAC;L_oads=- _ Elite"S_oftware'DevelopmentI Condon_Engineering ..: _ "_ Einstein'Square Mattituck,NY'-11952 -Pa e`34' Detailed Room Loads - Room 13-- Bedroom #4 (Average Load Procedure) General ' Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 3 I Room Width: 11.5 ft. Zone Number: 1 Area: 161.0 sq.ft. Supply Air: 203 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 9.5 AC/hr Volume: 1,288 cu.ft. Req. Vent. Clg: 0 CFM i Number of Registers: 2 Actual Winter Vent.: 25 CFM Runout Air: 102 CFM Percent of Supply.: 12 % Runout Duct Size: 5 in. Actual Summer Vent.: 37 CFM Runout Air Velocity: 745 ft./min. Percent of Supply: 18 % Runout Air Velocity: 745 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0.454 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area: -U-• Htg: Sen CIO ; Lat ; Sen Description Quantity Value HTM Loss HTM' Gain; 'Gain N-Wall-R-8 10 X 8 68.8 0.125 7.5 516 1.3 0 89 N-GIs-U =.30 shgc-0.28 100%S 11.2 0.300 18.0 203 78 0 88 UP-Ceil-R-49 14 X 11.5 161 0.020 1.2 193 0.9 0 138 Subtotals for Structure: 912 0 315 Infil.: Win.: 6.4, Sum.: 2.2 80 5.288 423 0.238 45 19 Ductwork: 499 327 AED Excursion- 49 People: 200 [at/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 1,834 445 1,853 Equipment Coolin g,.Loads - Cont. Cont. Output Output Avg. Pct Sens, Lat. Sens. Lat. In-Use Used Load Load Item Name _ Btuh Btuh, Output /Hour Btuh, Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM 1,Rhvac-Residential&;LightCommerciaI HVAC,Loaft" Elite-Software'Developme'nt;lnCondonEngineering_ _ _ - Einstein'Square_ MattltUck-,'NY`,11952P.,a e;35: Detailed-Room Loads - Room 14 - Bathroom #3 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.5 ft. System Number: 3 Room Width: 9.0 ft. Zone Number: 1 Area: 85.5 sq.ft. Supply Air: 10 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 684 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 10 CFM Percent of Supply.: 19 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 117 ft./min. Percent of Supply: 18 % Runout Air Velocity: 117 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.017 m.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U-: Htg Sen , CIg- Lat' ,, Sen Description Quantity_ Value HTM Loss ; HTM Gain Gain UP-Ceil-R-49 9.5 X 9 85.5 0.020 1.2 103 0.9 0 74 Subtotals for Structure: 103 0 74 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 38 16 AED Excursion: 2 Room Totals: 141 0 93 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac-'Residential'&-Light'Commercial HVA_C Loads : y Elite Software Development,Inc: dondon'Engineering.',` _ _ _ " `EinsteinSquarer IVlattituck, NY 11952 ,. 1/ Page 36 Detailed Room Loads - Room 15 - Hall (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.5 ft. System Number: 3 Room Width: 3.0 ft. Zone Number: 1 Area: 46.5 sq.ft. Supply Air: 6 CFM Ceiling Height 8.0 ft. Supply Air Changes: 0.9 AC/hr Volume: 372 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 6 CFM Percent of Supply.: 19 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 63 ft./min. Percent of Supply: 18 % Runout Air Velocity: 63 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.005 in.wg/100 ft. Actual Summer Infil.: 0 CFM Item Area , -U- Htg Sen Clg" Lat Sen Desc_r_iption Quantity Value HTM Loss HTM Gain_ Gain UP-Ceil-R-49 15.5 X 3 46.5 0.020 1.2 56 0.9 0 40 Subtotals for Structure: 56 0 40 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 21 9 AED Excursion: 1 Room Totals: 77 0 50 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac;;Residential&Ligh't_Commercial HVAC,Loads Elite_ Software Development;`Iric., Condon Engineering,' _ " _LL _ Ein'stein.Square" Mattituck,NY-"1,1962 -' L -_ Pa e 37 Detailed Room Loads - Room 16 - Kitchen (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 20.0 ft. System Number: 4 Room Width: 10.5 ft. Zone Number: 1 Area: 210.0 sq.ft. Supply Air: 475 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 17.0 AC/hr Volume: 1,680 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 5 Actual Winter Vent.: 18 CFM Runout Air: 95 CFM Percent of Supply.: 4 % Runout Duct Size: 5 in. Actual Summer Vent.: 60 CFM Runout Air Velocity: 697 ft./min. Percent of Supply: 13 % Runout Air Velocity: 697 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.398 in.wg./100 ft. Actual Summer Infil.: 3 CFM Item Area -U- Htg' Sen:, Cig Lat Sen Description _ Quantity Value :_ HTM ' Loss HTM Gain " Gain S-Wall-R-8 10.5 X 8 50.5 0.125 7.5 379 1.3 0 66 S-GIs-Door with Glass shgc-0.4 21 0.300 18.0 378 18.9 0 396 0%S S-GIs-U =.30 shgc-0.28 0%S 12.5 0.300 18.0 225 13.9 0 174 UP-Cell-R-49 20 X 10.5 210 0.020 1.2 252 0.9 0 181 Subtotals for Structure: 1,234 0 817 Infil.: Win.: 7.1, Sum.: 2.9 84 5.560 467 0.310 60 26 Ductwork: 395 569 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 806 3,539 Room Totals: 2,096 1,266 5,411 E uipmeri't Cooling Loads Cont. Cont. Output ' Output Avg. Pct Sens. ' Lat. Sens. Lat. In-Use Used; , Load Load Item Name Btuh, Btuh Output /Hour , Btuh Btuh Color television 683 0 100 100 683 0 Cooking range no hood-four burners on high heat 13311 7167 25 25 832 448 Dishwasher 4096 1433 100 25 1024 358 Refrigerator or freezer- 16 cubic feet 1000 0 100 100 100 0 Total -- - ---- --—--------- -- -- - — - --- - -- - 3539 806 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM I=Rhvac`-`:Residential"&-L'ib t Commercial HVAC Loads,'.' _ = Elite Software DeveloPrnent;=liic:,. Condon:Engineering, _ _ Einstein Square' Wtiitkk;NY,119y52 = Pa'e, Detailed Room Loads - Room 17- Living Room (Average Load Procedure) ;General Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 19.5 ft. System Number: 4 Room Width: 11.5 ft. Zone Number: 1 Area: 224.3 sq.ft. Supply Air: 211 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.1 AC/hr Volume: 1,794 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 44 CFM Runout Air: 106 CFM Percent of Supply.: 21 % Runout Duct Size: 5 in. Actual Summer Vent.: 27 CFM Runout Air Velocity: 776 ft./min. Percent of Supply: 13 % Runout Air Velocity: 776 ft./min. Actual Winter-Infil.: 21 CFM Actual Loss: 0.491 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item Area -U- Htg , Sen Clg Lat Sen Description Quantity Value HTM ' Loss HTM ' Gain. Gain S-Wall-R-8 11.5 X 8 59 0.125 7.5 443 1.3 0 77 E-Wall-R-8 19.5 X 8 131 0.125 7.5 983 1.3 0 170 S-GIs-U =.30 shgc-0.28 0%S (2) 33 0.300 18.0 594 13.9 0 458 E-GIs-U =.30 shgc-0.28 0%S (2) 25 0.300 18.0 450 28.8 0 720 UP-Ceil-R-49 19.5 X 11.5 224.2 0.020 1.2 269 0.9 0 193 Subtotals for Structure: 2,739 0 1,618 Infil.: Win.: 20.9, Sum.: 8.7 248 5.556 1,378 0.306 177 76 Ductwork: 956 253 People: 200 lat/per, 230 sen/per: 2 400 460 Room Totals: 5,073 577 2,407 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM aRhvac''Residential&-LightCommercial_HV_AC•L'oads - EliteS_oftware'D"eyelopment,lric: ;Condon Engineering Einstein,Square' Mattituck,My 11952 `Pa e`.39;, Detailed Room Loads - Room 18 - Bathroom #4 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.5 ft. System Number: 4 Room Width: 8.0 ft. Zone Number: 1 j Area: 44.0 sq.ft. Supply Air: 4 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 0.6 AC/hr Volume. 352 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 1 CFM Runout Air: 4 CFM Percent of Supply.: 15 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 43 ft./min. Percent of Supply: 13 % Runout Air Velocity: 43 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.003 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U-' Htg' Sen Clg , Lat• Sem Description Quantity Value HTM Loss HTM Gain Gain UP-Ceil-R-49 5.5 X 8 44 0.020 1.2 53 0.9 0 38 Subtotals for Structure: 53 0 38 Infil.: Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 Ductwork: 12 4 Room Totals: 65 0 42 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM 1;Rhvac= ,Residentiah&'Light Commercial HVAC Loads', - Elite Software Developme,'4t ,dbc 'Condon Engineering. - r Einsti:in'Square`t Ma6fq6k;NY'f1b52 a"e;AO.% Detailed Room Loads --Room 19 - Bedroom #5 (Average Load Procedure) General _ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 4 Room Width: 15.5 ft. Zone Number: 1 Area: 217.0 sq.ft. Supply Air: 215 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.4 AC/hr Volume: 1,736 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 20 CFM Runout Air: 107 CFM Percent of Supply.: 9 % Runout Duct Size: 5 in. Actual Summer Vent.: 27 CFM Runout Air Velocity: 787 ft./min. Percent of Supply: 13 % Runout Air Velocity: 787 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.505 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U- Htg,' Sen , Clg! Lat Sen .Description ' Quantity Value HTM . Loss HTM, Gain . Gain E-Wall-R-8 13 X 8 79 0.125 7.5 593 1.3 0 103 E-GIs-U =.30 shgc-0.28 0%S (2) 25 0.300 18.0 450 28.8 0 720 UP-Ceil-R-49 14 X 15.5 217 0.020 1.2 260 0.9 0 187 Subtotals for Structure: 1,303 0 1,010 Infil.: Win.: 8.8, Sum.: 3.6 104 5.558 578 0.308 74 32 Ductwork: 437 257 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 2,318 474 2,442 Equipment Cooling Loads - Cont" Cont. Output„ Output'! Avg. Pct Sens. . Lat. Sens. Lat. In-Use Used' Load Load Item Name Btuh Btuh Output /Hour_ Btuh Btuh Color television 683 0 100 100 683 0 Total----- ------ -- ----------- --- - --- 683 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac'-Residential WL'ight Commercial HVAC,Loads° •.,. Elite Software Development,-Inc. 'MCoridonEngineering• • • , - � • = r '. - - • - � :Einstein Square' �Mattituck NY`-11952- - - - - _ Pa a 41, Detailed Room Loads - Room 20 - Bathroom #5 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 4 Room Width: 10.0 ft. Zone Number: 1 Area: 60.0 sq.ft. Supply Air: 159 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 19.8 AC/hr Volume: 480 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 9 CFM Runout Air,: 79 CFM Percent of Supply.: 6 % Runout Duct Size: 5 in. Actual Summer Vent.: 20 CFM Runout Air Velocity: 582 ft./min. Percent of Supply: 13 % Runout Air Velocity: 582 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.278 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item , Area -U- Htg . Sen„ Clg': Lat Sen, Description _ Quantity Value HTM , Loss HTM Gain, Gain E-Wall-R-8 6 X 8 35.5 0.125 7.5 266 1.3 0 46 E-GIs-U =.30 shgc-0.28 0%S 12.5 0.300 18.0 225 28.8 0 360 UP-Ceil-R-49 6 X 10 60 0.020 1.2 72 0.9 0 52 Subtotals for Structure: 563 0 458 Infil.: Win.:4.0, Sum.: 1.7 48 5.563 267 0.313 34 15 Ductwork: 193 190 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 1,023 434 1,806 Equipment Cooling,Loads - = Cont.,; Cont.` Output. output,: Avg. Pct Sens. '. Lat. Sens. , Lat. In-Use Used Load Load Item Name Btuh . Btuh Output /Hour Btuh_ Btuh- Color television 683 0 100 100 683 -0 - Total 683 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhyac-Residential•&'Light Commercial HVAC,Loads ., : Etite Software Development;lnc: "Condon Engineering -Einstein Sgiia�e iMattituck„NY 1.1952:. ,_ __ X11 Pa 'e 42f, Detailed Room Loads - Room 29 - Bedroom #6 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 4 Room Width: 15.5 ft. Zone Number: 1 Area: 217.0 sq.ft. Supply Air: 216 CFM Ceiling eight: 8.0 ft. Supply Air Changes: 7.5 AC/hr Volume 1,736 cu.ft. Req.Vent. Clg: 0 CFM Numbe of Registers: 2 Actual Winter Vent.: 22 CFM Runout Air: 108 CFM Percent of Supply.: 10 % Runout Duct Size: 5 in. Actual Summer Vent.: 27 CFM Runout Air Velocity: 794 ft./min. Percent of Supply: 13 % Runout Air Velocity: 794 ft./min. Actual Winter Infil.: 10 CFM Actual Loss: 0.514 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area -U-- Htg , Sen, Clg Lat Sen Descnption , Quantity Value HTM Loss HTM Gain Gain E-Wall-R-8 14.5 X 8 91 0.125 7.5 683 1.3 0 118 E-GIs-U =.30 shgc-0.28 0%S (2) 25 0.300 18.0 450 28.8 0 720 UP-Ceil-R-49 14 X 15.5 217 0.020 1.2 260 0.9 0 187 Subtotals for Structure: 1,393 0 1,025 Infil.: Win.: 9.8, Sum.: 4.0 116 5.552 644 0.310 83 36 Ductwork: 473 259 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 2,510 483 2,463 Equipment Cooling Loads Cont. Cont: ; Output ' Output Avg. Pct Sens. 'Lat. Sens. Lat. In-Use Used Load' , Load Item Name Btuh Btuh Output /Hour Btuh Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhyac Residential•&;Light_Commercial HVAC Loads_ Elite Software Development,-lnc: n.Engieerg „ ,,Einstein,,,aquare'.CondoP',Mattituck;NY'-1.1952 . Detailed Room,Loads, - Room 22 - Bedroom #7 (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 21.0 ft. System Number: 4 Room Width: 16.0 ft. Zone Number: 1 Area: 336.0 sq.ft. Supply Air: 239 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.3 AC/hr Volume: 2,688 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 58 CFM Runout Air: 80 CFM Percent of Supply.: 24 % Runout Duct Size: 5 in. Actual Summer Vent.: 30 CFM Runout Air Velocity: 584 ft./min. Percent of Supply: 13 % Runout Air Velocity: 584 ft./min. Actual Winter Infil.: 31 CFM Actual Loss: 0 280 in.wg./100 ft. Actual Summer Infil.: 13 CFM Item Area -U- Htg Sen, �Clg Lat Sen [Description Quantity' Value HTM Loss HTM Gain., Gain N-Wall-R-8 24 X 8 180.8 0.125 7.5 1,356 1.3 0 235 E-Wall-R-8 14.5 X 8 116 0.125 7.5 870 1.3 0 151 W-Wall-R-8 7 X 8 43.5 0.125 7.5 326 1.3 0 57 N -GIs-U =.30 shgc-0.28 100%S 11.2 0.300 18.0 203 7.8 0 88 W-GIs-U =.30 shgc-0.28 0%S 12.5 0.300 18.0 225 28.8 0 360 UP-Ceil-R-49 21 X 16 336 0.020 1.2 403 0.9 0 289 Subtotals for Structure: 3,383 0 1,180 Infil.: Win.: 30.7, Sum.: 12.7 364 5.555 2,022 0.305 260 111 Ductwork: 1,255 286 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 683 Room Totals: 6,660 660 2,720 Equipment Cooling-Loads, Cont. ; Cont. ' Output ; Output Avg. , Pct Sens. ' Lat. Sens. . Lat. In-Use, Used Load , Load Item Name " _ Btuh Btuh Output /Hour Btuh Btuh Color,television 683 0 100 100 683 0 Total 683 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Ahead"Residential 4i,.pght Commercial"HVAC Loads--" ' --Elite Software Development;lnc:; ,Coed)htfigineeririg__ _ " ' " :_ Einstein Square' ;Mattituck,,NY 11952 Pa e,44',r. Detailed Room Loads - Room 23 - Hall (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 34.0 ft. System Number: 4 Room Width: 8.0 ft. Zone Number: 1 Area: 272.0 sq.ft. Supply Air: 147 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 4.1 AC/hr i Volume: 2,176 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 21 CFM Runout Air: 74 CFM Percent of Supply.: 14 % Runout Duct Size: 4 in. Actual Summer Vent.: 18 CFM Runout Air Velocity: 843 ft./min. Percent of Supply: 13 % Runout Air Velocity: 843 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.792 in.wg./100 ft. Actual Summer Infil.: 4 CFM Item Area, -U- ' , Htg' Sen_ Clg" -Lat ; Sen, 'Description Quantity,' Value HTM Loss HTM, Gain Gain' W-Wall-R-8 13 X 8 81.5 0.125 7.5 611 1.3 0 106 W-GIs-U =.30 shgc-0.28 0%S (2) 22.5 0.300 18.0 406 28.8 0 648 UP-Ceil-R-49 34 X 8 272 0.020 1.2 326 0.9 0 234 Subtotals for Structure: 1,343 0 988 Infil.: Win.: 8.8, Sum.: 3.6 104 5.558 578 0.308 74 32 Ductwork: 446 176 Equipment: 0 478 Room Totals: 2,367 74 1,674 Equi ment Cooling Loads_ Cont. Cont. ' Output' Output - Avg. Pct., "---Sens. Lat. Sens. Lat. In-Use Used Load Load Item Name Btuh; Btuh 'Output . /Hour,"' _Btuh:, Btuh, Clothes washing machine- 10 percent to space 205 0 50 50 51 0 Vented clothes dryer- 10 percent to space 1707 0 50 50 427 0 Total 478 0 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac='Residential&'L`ighfCommercial HVAC Loads " Elite Software Development;lnc.' ',Condon:Engineedhg _ = Einstein;Sguare", Mattituck,`-NY 11952 '` - - -'1. S �' - I/ - Pa e.,45 Detailed Room Loads - Room 24 - Stair & Entry (Average Load Procedure) . General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 23.5 ft. System Number: 4 Room Width: 4.0 ft. Zone Number: 1 Area: 94.0 sq.ft. Supply Air: 83 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.6 AC/hr Volume: 752 cu.ft. Req. Vent. Clg: 0 CFM I Number of Registers: 1 Actual Winter Vent.: 28 CFM Runout Air: 83 CFM Percent of Supply.: 34 % Runout Duct Size: 5 in. Actual Summer Vent.: 10 CFM Runout Air Velocity: 607 ft./min. Percent of Supply: 13 % Runout Air Velocity: 607 ft./min. Actual Winter Infil.: 12 CFM Actual Loss: 0.302 in.wg./100 ft. Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen', Clg Lal. Sen Description Quantity Value HTM Loss HTM, _ Gain _ Gain W-Wall-R-8 13 X 8 92.8 0.125 7.5 696 1.3 0 121 N -Wall-R-8 4 X 11 20 0.125 7.5 150 1.3 0 26 W-GIs-U =.30 shgc-0.28 0%S 11.2 0.300 18.0 203 28.8 0 324 N -GIs-U =.77 Door shgc-0.4 100%S 24 0.450 27.0 648 11.3 0 272 UP-Cell-R-49 16 X 4 64 0.020 1.2 77 0.9 0 55 Subtotals for Structure: 1,774 0 798 Infil.: Win.: 12.5, Sum.: 5.2 148 5.554 822 0.304 106 45 Ductwork: 603 99 Room Totals: 3,199 106 942 C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM Rhvac=;Residehtial&L`ight Commercial HVAC Loads _ " Elite-Software Development;l��roe Condon,pngin_ee�ing -_ _ _: _. =N - Einstein Squ Mattituck;-.NY'11952. �,1/ Pa a System 9 Room Load Summary Htg Min Run Run Clg Clg Min,• Act Room Area Sens Htg Duct Duct Sens Lat Clg Sys No' Name _ SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone I--- 1 Retail#1 155 2,231 36 2-4 700 1,930 525 88 122 I 2 Retail#2 175 3,666 59 1-5 605 1,303 446 59 82 3 Retail#3 1,495 14,966 239 5-5 741 7,976 2,862 363 505 4 Retail#4 396 10,964 175 7-5 723 10,904 751 497 690 j Ventilation 16,447 2,193 5,113 Humidification 7,199 I Duct Latent 148 Return Duct 561 0 440 System 1 total 2,221 56,034 508 24,306 10,285 1,008 1,400 System 1 Main Trunk Size: 28x10 in. Velocity: 720 ft./min Loss per 100 ft:: 0.052 in.wg Cooling System Summary Cooling_ - Sensible/Latent Sensible Latent .Total f -Tons Split ' - Btuh - Btuh -.JBtufi Net Required: 2.88 70%/30% 24,306 10,285 34,591 Actual: 3.25 75%/25% 29,250 9,750 39,000 [,Equipment Data Heating System Cooling System Type: Natural Gas Furnace Two Stage A/C Model: TUH2B080A9V4VB* 4TTR40421-1 Indoor Model: 4GXCB006AC6HUA Brand: XV95 Description: Natural Gas or Propane Furnace Efficiency: 97 AFUE 14 SEER, 12.2 EER Sound: 0 0 Capacity: 78,000 Btuh 39,000 Btuh Adjusted Capacity: n/a 47,270 Btuh Sensible Capacity: n/a 29,250 Btuh Adjusted Sensible Capacity: n/a 36,630 Btuh Latent Capacity: n/a 9,750 Btuh Adjusted Latent Capacity: n/a 10,640 Btuh AHRI Reference No.: n/a 8787711 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain. 24,306 Btuh, Lat. gain: 10,285 Btuh, Sen. loss: 56,034 Btuh, Entering clg. coil DB: 76.4F, Entering clg. coil WB: 64.1 F, Entering htg. coil DB: 59F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1008 CFM, Req. htg. airflow: 508 CFM C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM `.3v-a&-Residential&.Light'Commercial HVAC Loads _ y Elite Software Development,anc:,' (Condori Engineering,=;: _ Einstein,Square Mattituck, R 647', System 2 Room Load Summary Htg Min Run: Run Clg Clg Min Act Room Area Sens ; Htg Duct Duct ' Sens Lat Clg Sys No Name SF_ Btuh' CFM Size, Vel Btuh Btuh CFM CFM a ---Zone I--- 5 Living Room 429 5,828 97 3-5 613 3,379 605 154 251 6 Dining Room 264 2,209 37 2-5 659 2,424 468 110 180 7 Family Room 196 8,340 139 5-5 754 6,927 608 316 514 8 Kitchen 168 2,330 39 4-5 651 4,783 1,097 218 355 9 Bathroom#1 48 88 1 1-4 11 13 0 1 1 Ventilation 15,459 2,061 4,806 Humidification 5,296 Duct Latent 82 Return Duct 350 0 273 System 2 total 1,105 39,900 314 19,588 7,939 799 1,300 System 2 Main Trunk Size: 28x10 in. Velocity: 669 ft./min Loss per 100 ft.: 0.046 in.wg Coolin System Summary Cooling, Sensible/Latent Sensible Latent Total Tons _Split Btuh Btuh " _°_ Stuh' Net Required: 2.29 71%/29% 19,588 7,939 27,527 Actual: 2.98 75%/25% 26,850 8,950 35,800 Equipment Data Heatinq System Cooling System Type: Natural Gas Furnace Two Stage A/C Model: TUH2B060A936V** 4TTA7036A4 Indoor Model: 4TXCB006DS3 Brand: XL95 XR17 Description: Natural Gas or Propane Furnace Efficiency: 96 AFUE 17 SEER, 13 EER Sound: 0 0 Capacity: 58,000 Btuh 35,800 Btuh Adjusted Capacity: n/a 35,900 Btuh Sensible Capacity: n/a 26,850 Btuh Adjusted Sensible Capacity: n/a 28,070 Btuh Latent Capacity: n/a 8,950 Btuh Adjusted Latent Capacity: n/a 7,830 Btuh AHRI Reference No.: n/a 9084605 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 19,588 Btuh, Lat. gain: 7,939 Btuh, Sen. loss: 39,900 Btuh, Entering clg. coil DB: 76.5F, Entering clg. coil WB: 64.2F, Entering htg. coil DB: 59F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 799 CFM, Req. htg. airflow: 314 CFM C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM r R4vad`-Residential&_L'ight Commercial_HVAC Loads _ - -EI_ite`Software Development;.40-- 6,Engineering - - _- Einsfein,Scjiiare' 1Vlattituck,.NYi 11952L/ Pa a System 3 Room Load Summary Htg - Min Run Run C19" -.Clg Min Act Room Area Sens Htg Duct Duct Sens� Lat Clg 'Sys No, Name SF Btuh, CFM Size . Vel Btuh Btuh CFM CFM ---Zone 1--- 10 Bedroom#1 163 3,685 62 3-5 731 2,728 500 124 299 11 Bedroom#2 208 5,351 90 4-5 623 3,099 541 141 340 12 Bedroom#3 163 6,189 104 5-5 648 4,029 543 184 442 13 Bedroom#4 161 1,834 31 2-5 745 1,853 445 84 203 14 Bathroom#3 86 141 2 1-4 117 93 0 4 10 15 Hall 47 77 1 1-4 63 50 0 2 6 Ventilation 15,459 2,061 4,806 Humidification 5,060 Duct Latent 134 Return Duct 1,982 1,765 439 System 3 total 826 39,779 291 15,678 7,408 540 1,300 System 3 Main Trunk Size: 28x10 in. Velocity: 669 ft./min Loss per 100 ft.: 0.046 in.wg Coohh "System'Summary Cooling, Sensible/Latent Sensible; Latent Total Tons (Split Btuh Btuh Btuh• Net Required: 1.92 68%/32% 15,678 7,408 23,086 Actual: 3.05 75%/25% 27,450 9,150 36,600 E `ui ment Data Heating System Cooling System Type: Natural Gas Furnace Two Stage A/C Model: TUH2B060A936V** 4TTA7036A3 Indoor Model: 4TXCB006DS3 Brand: XL95 XR17 Description: Natural Gas or Propane Furnace Efficiency: 96 AFUE 17 SEER, 12.5 EER Sound: 0 0 Capacity: 58,000 Btuh 36,600 Btuh Adjusted Capacity: n/a 36,600 Btuh Sensible Capacity: n/a 27,450 Btuh Adjusted Sensible Capacity: n/a 27,450 Btuh Latent Capacity: n/a 9,150 Btuh Adjusted Latent Capacity: n/a 9,150 Btuh AHRI Reference No.: n/a 8995619 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 15,678 Btuh, Lat. gain: 7,408 Btuh, Sen. loss: 39,779 Btuh, Entering clg. coil DB: 77.7F, Entering clg. coil WB: 64.6F, Entering htg. coil DB: 58F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 540 CFM, Req. htg. airflow: 291 CFM C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM -&,Light C ,Rhi(id`_�ResidehtW Ehs_tein-�4uef et - System 4 Room Load Summary Htg,, Min Run Run - ,Cl Clg Min L' Act. Duct'- Duct, Sens;°Room Area Sens Htg� I Lat d1g, ,Sys, ,No' Name 5F,' Btuh CFM Size Vel Bt6h', Btuh-'-, tFW. QFU: ---Zone 1--- 16 Kitchen 210 2,096 33 5-5 697 5,411 1,266 247 475 17 Living Room 224 5,073 80 2-5 776 2,407 577 110 211 18 Bathroom#4 44 65 1 1-4 43 42 0 2 4 19 Bedroom#5 217 2,318 37 2-5 787 2,442 474 ill 215 20 Bathroom#5 60 1,023 16 2-5 582 1,806 434 82 159 21 Bedroom#6 217 2,510 40 2-5 794 2,463 483 112 216 22 Bedroom#7 336 6,660 106 3-5 584 2,720 660 124 239 23 Hall 272 2,367 38 2-4 843 1,674 74 76 147 24 Stair&Entry 94 3,199 51 1-5 607 942 106 43 83 Ventilation 14,472 1,930 4,499 Humidification 5,520 Duct Latent 135 Return Duct 1,999 1,779 438 System 4 total 1,674 47,299 401 23,617 9,147 907 1,749 System 4 Main Trunk Size: 36x10 in. Velocity: 700 ft./min Loss per 100 ft.: 0.046 in.wg Cooling�8ystein:Surfimary o-oling,' Sensible/Latent Late 'Total, C S6fiiible ht'77' Tons Split Btuh,, Btuh. 1Btuh Net Required: 2.73 72%/28% 23,617 9,147 32,763 Actual: 4.00 75%/25% 36,000 12,000 48,000 1"Equipment-Data Heatinq System Cooling System Type- Natural Gas Furnace Two Stage A/C Model: TUH2B080A942V** 4TTA7048A4 Indoor Model: 4PX*BU48BS3 Brand: XL95 XR17 Description: Natural Gas or Propane Furnace Efficiency: 96 AFUE 16 SEER, 12.5 EER Sound: 0 0 Capacity: 77,000 Btuh 48,000 Btuh Adjusted Capacity: n/a 47,270 Btuh Sensible Capacity: n/a 36,000 Btuh Adjusted Sensible Capacity: n/a 36,630 Btuh Latent Capacity: n/a 12,000 Btuh Adjusted Latent Capacity: n/a 10,640 Btuh AHRI Reference No.: n/a 8995703 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 1 OF, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 23,617 Btuh, Lat. gain: 9,146 Btuh, Sen. loss: 47,299 Btuh, Entering c1g. coil DB: 76.9F, Entering c1g. coil WB: 64F, Entering htg. coil DB: 61.5F, CIg. coil TD: 20F, Htg. coil TD: 70F, Req. c1g. airflow: 907 CFM, Req. htg. airflow: 401 CFM C:\...\Einstein Square.rh9 Monday, September 9, 2019, 10:06 AM EINSTEIN SQUARE 54180 MAIN RD - AREA #1 Fire Sprinkler Reports for Glenn Heidtmann 7675 Cox Lane Cutchogue , New York 1415, E A t •y�4,' � im u 40516944 Prepared By: John Condon Condon Engineering,P.C. 1755 Sigsbee Road Mattituck, New York 631-298-1986 June 1,2019 Fire=Fire Sprinkler Hydraulics Calculation Program a f "Elite Software-Development;Inc" Condon Engineering _ Einstein`Square 54180°Main'Rd-Area;#1i Mattituck;.NY 11952 Pa e 2 i General Project Data Report General Data Project Title: Einstein Square 54180 Main Rd- Project File Name: Cellar Revised..fiw Area#1 Designed By: John Condon Date- June 1, 2019 Code Reference: NFPA 13 Approving Agency: LOCAL JURISDICTION Client Name: Glenn Heidtmann Phone: Address: 7675 Cox Lane City, State Zip Code: Cutchogue , New York Company Name: Condon Engineering, P.C. Representative: John J. Condon, P.E. Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Einstein Square Building Owner: Contact at Building: Phone at Building: Address Of Building: 54180 Main Road City, State Zip Code: Southold, New York 11971 Project"Data Description Of Hazard: Ordinary 1 Sprinkler System Type: Wet Design Area Of Water Application: 1500 ft2 Maximum Area Per Sprinkler: 130 ft2 Default Sprinkler K-Factor: 560 K Default Pipe Material. SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 250.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model. F1 FR56 Size: 1/2 Temperature Rating: 165 F NONE Water Supply Test Data Source Of Information: SCWA Test Hydrant ID: 820068000 Date Of Test: 6-25-2018 Hydrant Elevation: 0 ft Static Pressure: 44.00 psi Test Flow Rate: 2026.00 gpm Test Residual Pressure: 29.00 psi Calculated System Flow Rate: 468.06 gpm Calculated Inflow Residual Pressure: 35 20 psi Available Residual Pressure At 43 psi System Flow: '.Calculation Project`Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.15 gpm/ft' Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 24 Number Of Active Pipes: 23 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 10 Number Of Inactive Sprinklers: 0 C:\...\Cellar Revised.fiw Friday, May 31, 2019, 11:36 AM �'Fire'=Fire Sprinkles Hydraulics Calculation Program; :: ' } Elite Software'Deyelopment;Inc: ;,Condon Engineering;:, Einstein Square 54180_Main Rds=Area#1 F ,Maitfiit6ck','NY ':11952 Fa e`3'; Fire Sprinkler Input Data Node Input Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings '(ft) KFactor(K) 1 Sprinkler A 5.60 12.13 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 13.67 000 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 19.59 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 5.60 17.65 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 13.39 0.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 6 Sprinkler A 5.60 12.65 0.00 0.00 ---- 0 000 0.0 ---- 0.0 0.00 7 Sprinkler A 5.60 17.70 0.00 000 ---- 0.000 0.0 ---- 0.0 0.00 8 Sprinkler ---- 5.60 20.36 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 9 Sprinkler A 5.60 12.21 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 10 Sprinkler A 5.60 1371 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 12 No Discharge ---- N/A 14.01 0.00 0.00 ---- 0 000 0.0 ---- 0.0 0.00 14 No Discharge ---- N/A 15.15 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 16 No Discharge ---- N/A 19.94 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 18 No Discharge ---- N/A 20.29 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 20 No Discharge ---- N/A 20.35 0.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 22 No Discharge ---- N/A 20.38 000 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\Cellar Revised.fiw Friday, May 31, 2019, 11:36 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software,Development,Inc:, C,ondori;Engineenng ' Einstein S uare 54180 Main'Rd-''Area:#:1+'. Mattituck,:NY 11952' ..,. .G „r Page,5; Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg. End. pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 2 SCHED 40 STEEL BLK 1.000 0 E 11.00 1.40 12.40 120 2 3 SCHED 40 STEEL BLK 1.000 0 12.50 0.00 12.50 120 3 18 SCHED 40 STEEL BLK 2.000 0 T 9.50 710 16.60 120 4 16 SCHED 40 STEEL BLK 1 000 0 T 9.50 3.50 1300 120 5 12 SCHED 40 STEEL BLK 1.000 0 T 1 00 3.50 4.50 120 6 12 SCHED 40 STEEL BLK 1.000 0 10.50 0.00 10.50 120 7 20 SCHED 40 STEEL BLK 1.000 0 T 11.50 3.50 15.00 120 20 8 SCHED 40 STEEL BLK 4.000 0 1 50 0.00 1 50 120 8 22 SCHED 40 STEEL BLK 4.000 0 1.50 000 1.50 120 9 10 SCHED 40 STEEL BLK 1.000 0 12.00 0.00 12.00 120 10 22 SCHED 40 STEEL BLK 1.000 0 T 10.50 3.50 14.00 120 12 14 SCHED 40 STEEL BLK 1.000 0 E 1.00 1.40 2.40 120 14 16 SCHED 40 STEEL BLK 1.000 0 T 6.50 350 10.00 120 16 18 SCHED 40 STEEL BLK 2.000 0 T 1.50 7.10 8.60 120 18 20 SCHED 40 STEEL BLK 4.000 0 10.00 0.00 10.00 120 22 26 SCHED 40 STEEL BLK 4.000 0 T 41.50 14.20 55.70 120 26 28 SCHED 40 STEEL BLK 4.000 0 E 19.50 7.10 26.60 120 28 46 SCHED 40 STEEL BLK 4.000 0 ET 7.50 21.30 28.80 120 46 49 SCHED 40 STEEL BLK 4.000 0 E 5.00 7.10 12.10 120 49 50 SCHED 40 STEEL BLK 4.000 0 2.00 000 2.00 120 50 52 Backflo Prev 10.000 Loss 52 56 SCHED 40 STEEL BLK 4.000 0 2E 8.00 1420 22.20 120 56 60 SCHED 40 STEEL BLK 4.000 0 ET 28.00 21.30 49.30 120 C:\...\Cellar Revised.fiw Friday, May 31, 2019, 11:36 AM �"Mattituck, Fire=Fire Sprinkler Hydraulics Calculation Program•, ". Elite SoHware,Development,'Inc,� Condon Engineering. Einstein Square 54180 Mam'Rd'. Area,#1• NY 11952 Page 6;1 Fire Sprinkler Output Data Overall Node Groupings Output Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node (gpm) 1 2 0 0.00 19.50 0.00 0.00 12.13 2 1 0 0.00 20.70 0.00 0.00 13.67 0.00000 2 3 0 0.00 3 2 0 0.00 2478 000 000 19.59 0.00000 3 18 0 0.00 4 16 0 0.00 23.53 0.00 0.00 1765 0.00000 5 12 0 0.00 20.49 000 000 13.39 0.00000 6 12 0 0.00 1992 0.00 000 12.65 0.00000 7 20 0 0.00 23.56 0.00 0.00 17.70 0.00000 8 20 0 0.00 25.27 0.00 000 20.36 0.00000 8 22 0 0.00 9 10 0 000 19.57 000 0.00 12.21 000000 10 9 0 0.00 20.74 0.00 0.00 13.71 0.00000 10 22 0 0.00 12 5 0 0.00 000 0.00 000 14.01 12 6 0 0.00 12 14 0 0.00 14 12 0 0.00 0.00 0.00 0.00 1515 14 16 0 000 16 4 0 0.00 0.00 0.00 0.00 19.94 16 14 0 0.00 16 18 0 0.00 18 3 0 0.00 0.00 0.00 0.00 20.29 18 16 0 0.00 18 20 0 0.00 20 7 0 0.00 0.00 0.00 0.00 20.35 20 8 0 0.00 20 18 0 000 22 8 0 0.00 000 000 0.00 2038 22 10 0 0.00 22 26 0 000 26 22 0 0.00 0.00 0.00 0.00 21.24 26 28 0 0.00 C:\...\Cellar Revised.fiw Friday, May 31, 2019, 11:36 AM :Fire=Fire Sprinkler Hydraulics Calculation Program Elite Software'Development;Ince;' Condon Engineering Einstein Square 54180 Main Rd-Area'#1 Mattituck,NY 11952 Page e 7, Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node(gpm) 28 26 0 0.00 0.00 0.00 0.00 21.65 28 46 0 0.00 46 28 0 0.00 0.00 0.00 0.00 17.33 46 49 0 0.00 49 46 0 000 0.00 0.00 0.00 19.69 49 50 0 0.00 50 49 0 0.00 0.00 0.00 0.00 1972 50 52 0 0.00 52 50 0 0.00 0.00 0.00 0.00 29.76 52 56 0 0.00 56 52 0 0.00 0.00 0.00 0.00 34.43 56 60 0 0.00 60 56 0 0.00 0.00 0.00 0.00 35.20 C:\...\Cellar Revised.fiw Friday, May 31, 2019, 11:36 AM Fire'-Fire Sprinkler Hydraulics Calculation Program $ Elite Software Development,'lnc Condon Engineering _ Einstein Square 54180 Main Rd-Area#11. Mattituck, NY 11952 = Page 8,1 Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 1 5.60 0.00 19.50 12.13 1.00 0.00 012423 11.00 1.540 2 5.60 000 20.70 13.67 1.049 19.50 E 1.40 0.000 SCHED 40 STEEL BLK 120 7.24 0 12.40 1 540 2 5.60 0.00 20.70 1367 1.00 0.00 0.47375 12.50 5.922 3 5.60 0.00 24.78 19.59 1.049 40.20 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 14.92 0 12.50 5.922 20 0.00 0.00 0.00 2035 4.00 000 0.00798 1.50 0 012 8 5.60 0.00 25.27 20.36 4 026 152.49 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.84 0 1.50 0.012 9 5.60 0.00 19.57 12.21 1.00 0.00 0.12505 12.00 1.501 10 5.60 000 20.74 13.71 1.049 19.57 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 7.26 0 12.00 1.501 5 5.60 0.00 20.49 13.39 1.00 0.00 0.13620 1.00 0.613 12 0.00 0.00 0.00 1401 1.049 20.49 T 3.50 0 000 SCHED 40 STEEL BLK 120 7 61 0 4.50 0.613 6 5.60 0.00 19.92 12.65 1.00 0.00 0.12919 10.50 1.356 12 0.00 0.00 0.00 1401 1.049 19.92 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 739 0 10.50 1.356 12 0.00 0.00 0.00 14.01 1.00 0.00 0.47833 1.00 1.148 14 0.00 0.00 0.00 15.15 1 049 4041 E 1.40 0.000 SCHED 40 STEEL BLK 120 15.00 0 240 1.148 4 5.60 0.00 23.53 17.65 1.00 0.00 0.17583 9.50 2 286 16 0.00 0.00 0.00 19.94 1.049 23.53 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.73 0 13.00 2 286 14 0.00 0.00 0.00 15.15 1.00 0.00 0.47833 6.50 4.783 16 0.00 0.00 0.00 19.94 1.049 4041 T 3.50 0.000 SCHED 40 STEEL BLK 120 15.00 0 1000 4.783 3 5.60 0.00 24.78 19.59 200 0.00 004236 950 0.703 18 0.00 0.00 0.00 20.29 2.067 64.99 T 7.10 0.000 SCHED 40 STEEL BLK 120 621 0 16.60 0.703 16 0.00 0.00 0.00 19.94 2.00 0.00 0.04110 1.50 0.353 18 0.00 0.00 0.00 20.29 2.067 63.94 T 7.10 0.000 SCHED 40 STEEL BLK 120 6.11 0 8.60 0.353 7 5.60 0.00 23.56 17.70 1.00 0.00 0.17632 11.50 2.645 20 0.00 0.00 0.00 20.35 1.049 23.56 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.75 0 15.00 2.645 C:\...\Cellar Revised.fiw Friday, May 31, 2019, 11:36 AM [Wifitkk' Fire"-,Fire Sprinkler Hydraulics Calculation Program, Elite Software Development,Inc:; Condon'Engineering = Einstein.Square 54180.Main Rd-•Area,#1v?,NY 11952 Pa'eV! Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual NoDia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation m. Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 18 0.00 0.00 0.00 20.29 4.00 0.00 0.00585 10.00 0.059 20 0.00 0.00 0.00 20.35 4.026 128 92 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.25 0 10.00 0.059 8 5.60 0.00 2527 20.36 4.00 0.00 0.01060 1.50 0.016 22 0.00 0.00 0.00 20.38 4.026 177.76 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 4.48 0 1.50 0.016 10 5.60 0.00 20.74 13.71 1.00 0.00 0.47604 10.50 6.665 22 0.00 000 0.00 20.38 1.049 40.31 T 3.50 0.000 SCHED 40 STEEL BLK 120 14.96 0 14.00 6.665 22 0.00 0.00 0.00 20.38 4.00 0.00 0.01547 41.50 0.862 26 0.00 0.00 0.00 21.24 4.026 218.06 T 1420 0.000 SCHED 40 STEEL BLK 120 5.50 0 55.70 0.862 26 0.00 0.00 0.00 21.24 4.00 0.00 0.01547 19.50 0.412 28 0.00 0.00 0.00 21.65 4.026 218.06 E 7.10 0 000 SCHED 40 STEEL BLK 120 5.50 0 26.60 0.412 28 0.00 0.00 0.00 21.65 4.00 0.00 0.01547 750 0.446 46 0.00 11.00 0.00 17.33 4.026 21806 ET 21.30 -4.763 SCHED 40 STEEL BLK 120 5.50 0 28.80 -4.317 46 000 11.00 0.00 17.33 4.00 0.00 0.01547 5.00 0.187 49 000 6.00 000 19.69 4.026 21806 E 710 2.165 SCHED 40 STEEL BLK 120 5.50 0 12.10 2.352 49 000 6.00 0.00 19.69 4.00 0.00 0.01547 2.00 0.031 50 0.00 6.00 0.00 19.72 4 026 218.06 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 5.50 0 2.00 0.031 50 Backflo 6.00 19.72 218.06 Prev 52 10 00 psi 6.00 29.76 52 0.00 6.00 0.00 2976 4.00 0.00 0.01547 8.00 0.344 56 0.00 -4.00 0.00 34.43 4.026 218.06 2E 14.20 4.330 SCHED 40 STEEL BLK 120 5.50 0 22.20 4.674 56 0.00 -4.00 0.00 34.43 4.00 0.00 0.01547 28.00 0.763 60 0.00 -4.00 0.00 35.20 4.026 218.06 ET 21.30 0.000 SCHED 40 STEEL BLK 120 5.50 0 49.30 0.763 C:\...\Cellar Revised.fiw Friday, May 31, 2019, 11:36 AM =Fire-Fire{Sprinkler Hydraulics Calculation Program ; t Elite Software,Develoonient,rInc,� Condon Engineering' '�'`{ Einstein Square 54180 Main Rd,=Area_#1',� Mattituck,NY ,11952 Page=10;, Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure Z Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 A 5.60 0.00 12.13 130.00 0.150 19.50 2 A 5.60 0.00 13.67 130.00 0.159 20.70 3 A 560 0.00 19.59 130.00 0 191 24.78 4 A 5.60 0.00 17.65 130.00 0.181 23.53 5 A 5.60 0.00 13.39 130.00 0.158 20.49 6 A-, 5.60 0.00 12.65 130.00 0.153 19.92 7 A 5.60 0.00 17.70 130.00 0.181 23.56 9 A 5.60 0.00 12.21 130.00 0.151 19.57 10 A 5.60 0.00 13.71 130.00 0.160 20.74 Sub Totals For Group A 117000 0.165 192.79 8 5.60 000 20.36 130.00 0.194 25.27 Sub Totals For Non-Group 130.00 0 194 25.27 Totals For All Groups 1300.00 0.168 218.06 C:\...\Cellar Revised.fiw Friday, May 31, 2019, 11:36 AM Fire;-Fire Sprinkler Hydraulics Calculation Program , ,e x_ :. Elite'Software�Develop'""ment,'In"c'; Condon Engineering Einstein Square 54180 Main'Rd'=Area;#1 Mattituck,�NY 11952- - #.., Page 11 Fire Sprinkler Output Summary Hydraulically-Most Demanding Sprinkler Node HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 12.13 psi HMD Actual GPM: 19.50 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 1500.00 ft2 Minimum Desired Density: 0.150 gpm/ft, Application Average Density: 0.145 gpm/ft' Application Average Area Per Sprinkler. 150.00 ft2 Sprinkler Flow: 218.06 gpm Average Sprinkler Flow: 21.81 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 0-0) 0.00 ft/sec Maximum Velocity Pressure ( In Pipe 0-0) 0.00 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0000 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: 0.0000 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm Overall Network Summary Number Of Unique Pipe Sections 23 Number Of Flowing Sprinklers: 10 Pipe System Water Volume: 88.11 gal Sprinkler Flow: 218.06 gpm Non-Sprinkler Flow: 0.00 gpm Demand Flow Excluding Exterior Hose Flow: 218.06 gpm Exterior Hose Flow: 250.00 gpm Minimum Required Residual Pressure At System Inflow 35.20 psi Node: Demand Flow At System Inflow Node: 468.06 gpm C:\...\Cellar Revised.fiw Friday, May 31, 2019, 11:36 AM Fire-;Fire Sprinkler Hydraulics Calculation Program' '.,Elite Software`Degelopment,Inc: x, Condon, Engineering Einstein Square 54180.Main Rd Area.#1 Mattituck,NVA1952 11952 Pa e,12 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 50 45 40 N 35 CL � 30 L (n 25 ^L 20 15 1 10 5 0 T- 3 6 9 12 15 18 21 24 27 30 Flowrate(x100) gpm Supply Curve Data Static Pressure: 44 psi Test Residual Pressure: 29 psi Test Flow Rate: 2026 gpm Demand Curve Data Calculated Residual Pressure: 35.20 psi Calculated Flow Rate: 468.06 gpm Exterior Hose Flow: 250.00 gpm Excess Available Residual Pressure At Calculated Flow: 7.81 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 11.73 psi C:\...\Cellar Revised.fiw Friday, May 31, 2019, 11:36 AM EINSTEIN SQUARE 54180 MAIN RD - AREA#2 Fire Sprinkler Reports err S� � L for Glenn Heidtmann 7675 Cox Lane Cutchogue, New York r- Prepared By. John Condon Condon Engineering,P.C. 1755 Sigsbee Road Mattituck, New York 631-298-1986 June 1,2019 ' Fire""Fire Sprinkler,Hydraulics Calculation Program :, " Elite.Software De'velopment,,lnc'. Condon Engineering - f/# t: = Einstein Square-54180''M_ain'Rd=Area#2, 11952 - Fa" General Project Data Report General Data Project Title: Einstein Square 54180 Main Rd- Project File Name: 1 st Floor Area#2..fiw Area#2 Designed By: John Condon Date: June 1, 2019 Code Reference: NFPA 13 Approving Agency: LOCAL JURISDICTION Client Name: Glenn Heidtmann Phone: Address: 7675 Cox Lane City, State Zip Code: Cutchogue , New York Company Name: Condon Engineering, P.C. Representative: John J. Condon, P.E. Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Einstein Square Building Owner: Contact at Building: Phone at Building: Address Of Building: 54180 Main Road City, State Zip Code: Southold, New York 11971 Project Data Description Of Hazard: Ordinary 1 Sprinkler System Type: Wet Design Area Of Water Application: 1500 ft2 Maximum Area Per Sprinkler: 130 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 250.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: F1 FR56 Size: 1/2 Temperature Rating: 165 F NONE Water Supply Test Data . Source Of Information: SCWA Test Hydrant ID: 820068000 Date Of Test: 6-25-2018 Hydrant Elevation: 0 ft Static Pressure: 44.00 psi Test Flow Rate: 2026.00 gpm Test Residual Pressure: 29.00 psi Calculated System Flow Rate: 471.68 gpm Calculated Inflow Residual Pressure: 31.50 psi Available Residual Pressure At 42.99 psi System Flow: Cahculation Project Data. Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.15 gpm/ft2 Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 25 Number Of Active Pipes: 24 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 11 Number Of Inactive Sprinklers: 0 C:\...\1 st Floor Area#2.fiw Friday, May 31, 2019, 11:23 AM :Fire=Fire Sprinkler Hydraulics Calculation'Program, Elite.SoftWare Development;1nc:;_ Condon,Engineenng t _ Einstein Square 54180 Mainl d-Area#2a Mattituck,NY 11952•. ;-- Pa e;3 Fire Sprinkler Input Data Node Input Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 12.13 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 12.22 11.00 0.00 ---- 0.000 0.0 ---- 0 0 0.00 3 Sprinkler A 5.60 12.48 11.00 0.00 ---- 0.000 0 0 ---- 0.0 0.00 4 Sprinkler A 5.60 13.05 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 13.01 11.00 0.00 --- 0.000 0.0 ---- 0.0 0.00 6 Sprinkler A 5.60 13.19 11.00 0.00 ---- 0.000 0 0 ---- 0.0 0.00 7 Sprinkler A 5.60 12.89 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 8 Sprinkler A 5.60 12.90 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 9 Sprinkler A 5.60 12.93 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 10 Sprinkler A 5.60 13.50 1100 0.00 ---- 0.000 0 0 ---- 0.0 0.00 11 Sprinkler A 5.60 14.23 11.00 0.00 ---- 0.000 0 0 ---- 0.0 0.00 20 No Discharge ---- N/A 14.00 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 22 No Discharge ---- N/A 14.00 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 24 No Discharge ---- N/A 14.00 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 26 No Discharge ---- N/A 14.02 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 28 No Discharge ---- N/A 14.05 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\1 st Floor Area#2.fiw Friday, May 31, 2019, 11:23 AM Fire"=Fire Sprinkler Hydraulics Calculation,Rrogram'';:.. f Elite Software' t"In Condon Engineering r * Einstein Square 54180 Main FW'-"Are 'Mattituck, NY 11952 t Oag6 "I Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate (psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 30 No Discharge ---- N/A 14.14 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 44 No Discharge ---- N/A 14.18 11.00 0.00 ---- 0.000 0.0 ---- 0.0 000 45 No Discharge ---- N/A 14.24 11.00 000 ---- 0.000 0.0 ---- 0.0 0.00 46 No Discharge ---- N/A 14.27 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 48 No Discharge ---17 N/A 14.70 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 50 No Discharge ---- N/A 16.95 6.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 52 No Discharge ---- N/A 26.00 6.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 56 No Discharge ---- N/A 30.71 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 60 No Discharge ---- N/A 31.50 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\1 st Floor Area#2.fiw Friday, May 31, 2019, 11:23 AM Fire'-Fire Sprinkler Hydraulics Calcu_lation'Program, "' -.'Elite Software,Developrnei nt;Ince, Condon Engineering _ Einstein Square 54180 Main Rd'Area#2� Mattituck,NY 11952 Pa g6,5,1 Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg. End. pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 2 SCHED 40 STEEL BLK 2.000 0 E 17.00 3.50 20.50 120 2 3 SCHED 40 STEEL BLK 2.000 0 16.00 000 16.00 120 3 4 SCHED 40 STEEL BLK 2.000 0 16.00 0.00 16.00 120 4 45 SCHED 40 STEEL BLK 2.000 0 T 12.50 710 19.60 120 5 20 SCHED 40 STEEL BLK 1.000 0 E 6.00 1.40 7.40 120 6 22 SCHED 40 STEEL BLK 1 000 0 T 2.50 3.50 6.00 120 7 24 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 8.50 120 8 26 SCHED 40 STEEL BLK 1.000 0 T 5.00 350 8.50 120 9 28 SCHED 40 STEEL BLK 1.000 0 T 5.00 3.50 8.50 120 10 44 SCHED 40 STEEL BLK 1.000 0 T 1.50 3.50 5.00 120 11 46 SCHED 40 STEEL BLK 2000 0 T 200 7.10 910 120 20 22 SCHED 40 STEEL BLK 4.000 0 5.50 0.00 5.50 120 22 24 SCHED 40 STEEL BLK 4.000 0 1050 0.00 10.50 120 24 26 SCHED 40 STEEL BLK 4 000 0 1300 0.00 13.00 120 26 28 SCHED 40 STEEL BLK 4.000 0 12.00 0.00 12.00 120 28 30 SCHED 40 STEEL BLK 4.000 0 T 9.50 14.20 23.70 120 30 44 SCHED 40 STEEL BLK 4.000 0 E 4.50 7.10 11.60 120 44 45 SCHED 40 STEEL BLK 4.000 0 11.00 0.00 11.00 120 45 46 SCHED 40 STEEL BLK 4.000 0 2.50 0.00 2.50 120 46 48 SCHED 40 STEEL BLK 4.000 0 2E 12.50 14.20 26.70 120 48 50 SCHED 40 STEEL BLK 4.000 0 5.00 0.00 500 120 50 52 Backflo Prev 9.000 Loss 52 56 SCHED 40 STEEL BLK 4.000 0 2E 10.00 14.20 24.20 120 56 60 SCHED 40 STEEL BLK 4.000 0 ET 28.00 21.30 49.30 120 C:\...\1 st Floor Area#2.fiw Friday, May 31, 2019, 11:23 AM Fire-Fire Sprinkler Hydraulics Calculation Program ,Elite-Software Development,Inc. ;Condon Engineering,, ' ' 'C Einstein Square 54180 Main Rd-"•Areak Matfituck,NY"11952' "Page-..6,j Fire Sprinkler Output Data Overall Node Groupings Output Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node(gpm) 1 2 0 -19.50 19.50 0.00 0.00 12.13 2 1 0 19.50 19.58 0.00 0.00 12.22 0.00000 2 3 0 -39.08 3 2 0 39.08 19.79 0.00 0.00 12.48 0.00000 3 4 0 -58.86 4 3 0 58.86 20.23 0.00 0.00 13.05 0.00000 4 45 0 -79.09 5 20 0 -2020 2020 0.00 0.00 13.01 0.00000 6 22 0 -20.34 20.34 0.00 0.00 13.19 0.00000 7 24 0 -20.10 20.10 0.00 0.00 12.89 0.00000 8 26 0 -2012 20.12 0.00 0.00 12.90 0.00000 9 28 0 -2014 2014 000 000 12.93 0.00000 10 44 0 -20.57 20.57 0.00 0.00 13.50 0.00000 11 46 0 -21.12 21.12 0.00 0.00 14.23 0.00000 20 5 0 20.20 0.00 0.00 0.00 14.00 0.00000 20 22 0 -20.20 22 6 0 20.34 0.00 000 000 14.00 0.00000 22 20 0 20.20 22 24 0 -40.54 24 7 0 20.10 0.00 0.00 0.00 14.00 0.00000 24 22 0 40.54 24 26 0 -60.64 26 8 0 20.12 0.00 0.00 0.00 14.02 0.00000 26 24 0 6064 26 28 0 -80.76 28 9 0 20.14 0.00 0.00 0.00 14.05 0.00000 28 26 0 80.76 28 30 0 -100.90 30 28 0 100.90 0.00 0.00 0.00 14.14 0.00000 30 44 0 -100.90 44 10 0 20.57 0.00 0.00 0.00 14.18 0.00000 44 30 0 100.90 44 45 0 -121.47 C:\...\1st Floor Area#2.fiw Friday, May 31, 2019, 11:23 AM Fire-Fire Sprinkler Hydraulics Calculation Program , . _ -Elite Softvuare Development,-Inc." Condon Engineering` ; . {` Einstein Square.54180 Main-Rd-Area Mattituck,NY`11952 _ Pa e''7 Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm) 45 4 0 79.09 0.00 0.00 0.00 14.24 0.00000 45 44 0 121.47 45 46 0 -200.56 46 11 0 21.12 0.00 0.00 000 14.27 0.00000 46 45 0 200.56 46 48 0 -221.68 48 46 0 221.68 0.00 0.00 0.00 14.70 0.00000 48 50 0 -221.68 50 48 0 221.68 0.00 0.00 0.00 16.95 0.00000 J 50 52 0 -221.68 52 50 0 221.68 0.00 0.00 0.00 26.00 0.00000 52 56 0 -221.68 56 52 0 221.68 0.00 0.00 000 30.71 000000 56 60 0 -221.68 60 56 0 221.68 0.00 0.00 -221.68 31.50 C:\...\1 st Floor Area#2.fiw Friday, May 31, 2019, 11:23 AM ,Fire=Fire Sprinkler Hydraulics Calculation Program t , ' Elite SoftwamDevelopment,Inc.,, -Condon Engineering ' Einstein Square 54180 Main Rd'-Area#2 Mattituck, NY 11952 - , . . - Page,8] Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom. Dia q (gpm) F. L./ft Pipe-Len PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 1 5.60 11.00 19.50 12.13 2.00 19.50 0.00457 17.00 0.094 2 5.60 11.00 19.58 12.22 2.067 19.50 E 3.50 0.000 SCHED 40 STEEL BLK 120 1.86 0 20.50 0.094 2 5.60 11.00 19.58 12.22 2.00 19.58 0.01653 16.00 0.264 3 5.60 11.00 19.79 12.48 2.067 39.08 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.74 0 16.00 0.264 3 5.60 11.00 19.79 12.48 200 19.79 0.03527 16.00 0.564 4 5.60 11.00 20.23 13.05 2.067 58.86 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 5.63 0 16.00 0 564 5 5.60 11.00 20.20 13.01 100 20.20 0.13263 6.00 0.981 20 0.00 11.00 0.00 14.00 1.049 20.20 E 1.40 0.000 SCHED 40 STEEL BLK 120 7.50 0 7.40 0 981 6 5.60 11.00 20.34 13.19 1.00 20.34 0.13430 2.50 0.806 22 0.00 11.00 0.00 14.00 1.049 20.34 T 3.50 0.000 SCHED 40 STEEL BLK 120 7.55 0 6.00 0.806 20 0.00 11.00 0.00 14.00 4.00 0.00 0.00019 5.50 0.001 22 0.00 11.00 0.00 14.00 4.026 2020 ----- 0.00 0 000 SCHED 40 STEEL BLK 120 0 51 0 5.50 0.001 7 5.60 11.00 20.10 12.89 1.00 20.10 0.13143 5.00 1.117 24 0.00 11.00 000 14.00 1.049 2010 T 3.50 0.000 SCHED 40 STEEL BLK 120 7.46 0 8.50 1.117 22 0.00 11.00 000 14.00 4.00 0.00 0.00069 10.50 0.007 24 0.00 11.00 0.00 14.00 4.026 40.54 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 1.02 0 10.50 0.007 8 5.60 11.00 20.12 12.90 1.00 20.12 0.13160 5.00 1.119 26 0.00 11.00 000 14.02 1.049 20.12 T 3.50 0.000 SCHED 40 STEEL BLK 120 7.47 0 8.50 1.119 24 0.00 11.00 000 1400 4.00 0.00 0.00145 13.00 0 019 26 0.00 11.00 0.00 14.02 4.026 60.64 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 1.53 0 13.00 0 019 9 5.60 11.00 20.14 12.93 1.00 20.14 0.13185 5.00 1.121 28 0.00 11.00 0.00 14.05 1.049 20.14 T 3.50 0.000 SCHED 40 STEEL BLK 120 7.48 0 8.50 1 121 26 0.00 11.00 0.00 1402 4.00 0.00 0.00246 1200 0.030 28 000 11.00 0.00 14.05 4.026 80.76 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.04 0 12.00 0.030 C:\...\1 st Floor Area#2.fiw Friday, May 31, 2019, 11:23 AM Fire=,F,,ire Sprinkler,Hydraulics Calculation:Program _ Elite Software:pevelopment lnc;,;i Condon Engineering Einstein Square 64180 Main Rd'=Area#2 Mattituck, NY 11952 { - ,Page 9, Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 28 0.00 11.00 0.00 14.05 4.00 0.00 0.00372 9.50 0.088 30 0.00 11.00 0.00 14.14 4.026 100.90 T 14.20 0.000 SCHED 40 STEEL BLK 120 2.54 0 23.70 0.088 10 5.60 11.00 20.57 13.50 1.00 20.57 0.13718 1.50 0.686 44 0.00 11.00 0.00 14.18 1.049 20.57 T 3.50 0.000 SCHED 40 STEEL BLK 120 7.64 0 5.00 0 686 30 0.00 11.00 0.00 14.14 400 0.00 0.00372 4.50 0.043 44 0.00 11.00 0.00 14.18 4.026 100.90 E 7.10 0.000 SCHED 40 STEEL BLK 120 2.54 0 11.60 0.043 4 5.60 11.00 20.23 13.05 2.00 20.23 0.06091 12.50 1.194 45 0.00 11.00 0.00 14.24 2.067 79.09 T 7.10 0.000 SCHED 40 STEEL BLK 120 7.56 0 19.60 1.194 44 0.00 11.00 0.00 14.18 400 0.00 0.00524 11.00 0.058 45 0.00 11.00 0.00 14.24 4.026 121.47 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.06 0 11.00 0.058 11 5.60 11.00 21.12 14.23 200 21.12 0.00530 2.00 0.048 46 0.00 11.00 0.00 14.27 2.067 21.12 T 7.10 0.000 SCHED 40 STEEL BLK 120 2.02 0 9.10 0 048 45 0.00 11.00 0.00 14.24 4.00 0.00 0.01326 2.50 0.033 46 000 11.00 0.00 14.27 4.026 200.56 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 5.05 0 2.50 0.033 46 0.00 11.00 0.00 14.27 4.00 0.00 0.01595 12.50 0.426 48 0.00 11.00 0.00 14.70 4.026 221.68 2E 14.20 0.000 SCHED 40 STEEL BLK 120 5.59 0 26.70 0.426 48 0.00 11.00 0.00 14.70 400 0.00 0.01595 5.00 0.080 50 000 6.00 0.00 16.95 4.026 221.68 ----- 0.00 2.165 SCHED 40 STEEL BLK 120 5.59 0 5.00 2.245 50 Backflo 6.00 16.95 221.68 Prev 52 9.00 psi 6.00 26.00 52 0.00 6.00 0.00 26.00 4.00 0.00 0.01595 10.00 0.386 56 0.00 -4.00 0.00 30.71 4.026 221.68 2E 14.20 4.330 SCHED 40 STEEL BLK 120 5.59 0 24.20 4.716 56 0.00 -4.00 0.00 30.71 4.00 0.00 0.01595 28.00 0.787 60 0.00 -400 0.00 31.50 4.026 221.68 ET 21.30 0.000 SCHED 40 STEEL BLK 120 5.59 0 49.30 0.787 C:\...\1 st Floor Area#2.fiw Friday, May 31, 2019, 11:23 AM [F,i.re,-,Fii#b.Sprinkler Hydraulics Calculation Program ; , Elite Software Developrrient,'Inc:,llndon, Engineering Einstein Square 54180 Main-Rd Area#2 Mattituck;NY 11952 Pa e�10'Y Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 A 5.60 11.00 12.13 130.00 0.150 19.50 2 A 5.60 11.00 12.22 130.00 0.151 19.58 3 A 5.60 11.00 12.48 130.00 0.152 19.79 4 A 5.60 11.00 13.05 130.00 0.156 20.23 5 A 5.60 11.00 13.01 130.00 0.155 20.20 6 A 5.60 11.00 13.19 130.00 0.156 20.34 7 A 5.60 11.00 12.89 130.00 0.155 20.10 8 A 5.60 11.00 12.90 130.00 0.155 20.12 9 A 5.60 11.00 12.93 130.00 0.155 20.14 10 A 560 11.00 13.50 130.00 0 158 20.57 11 A 5.60 11.00 14.23 130.00 0.162 21.12 Sub Totals For Group A 1430.00 0.155 221.68 Totals For All Groups 1430.00 0.155 221.68 C:\...\1 st Floor Area#2.fiw Friday, May 31, 2019, 11:23 AM Fire-Fire Sprinkler Hydraulics Calculation Program ? _ Elite SoftwaWDevelopmentjInd.1 Coridon Engineering ; - Einstein,Square 54180 Main Rd-Area#2, Maftituck, NY'1119.52' _ Pa a 11;I Fire Sprinkler Output Summary Hydraulically Most Demanding Sprinkler Node HMD Sprinkler Node Number: 1 HMD Actual Residual Pressure: 12.13 psi HMD Actual GPM: 19.50 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 1500.00 ft2 Minimum Desired Density: 0.150 gpm/ft2 Application Average Density: 0.148 gpm/ft2 Application Average Area Per Sprinkler: 136.36 ft2 Sprinkler Flow: 221.68 gpm Average Sprinkler Flow: 20.15 gpm Flow Velocity,And Imbalance Summary Maximum Flow Velocity( In Pipe 10-44) 7.64 ft/sec Maximum Velocity Pressure ( In Pipe 10-44) 0.39 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0000 psi Actual Average Nodal Pressure Imbalance: 0.0000 psi Actual Maximum Nodal Flow Imbalance: 0.0000 gpm Actual Average Nodal Flow Imbalance: 0.0000 gpm Overall- Network Summary Number Of Unique Pipe Sections. 24 Number Of Flowing Sprinklers: 11 Pipe System Water Volume: 94.19 gal Sprinkler Flow: 221.68 gpm Non-Sprinkler Flow: 000 gpm Demand Flow Excluding Exterior Hose Flow: 221.68 gpm Exterior Hose Flow: 250.00 gpm Minimum Required Residual Pressure At System Inflow 31.50 psi Node: Demand Flow At System Inflow Node: 471.68 gpm C:\...\1 st Floor Area#2.fiw Friday, May 31, 2019, 11:23 AM r Fire--Fire Sprinkler,Hydiaulics Calculation Program Elite Software,Development,lnc: CondonrErigineering}••;,, y :Einstein Square Main, -Area#2• Mattituck; NY`11952` - Pae"121 Fire Sprinkler Output Data Hydraulic Supply/Demand Graph 50 45 40 35 Q 30 L 7 W 25 4) 20 15 1 10 5 0 3 6 9 12 15 18 21 24 27 30 Flowrate(x100) gpm Supply Curve Data Static Pressure: 44 psi Test Residual Pressure: 29 psi Test Flow Rate: 2026 gpm Demand Curve Data Calculated Residual Pressure: 31.50 psi Calculated Flow Rate: 471.68 gpm Exterior Hose Flow: 250.00 gpm Excess Available Residual Pressure At Calculated Flow: 11.49 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 15.50 psi C:\...\1 st Floor Area#2.fiw Friday, May 31, 2019, 11:23 AM EINSTEIN SQUARE 54180 MAIN RD - AREA#3 Fire Sprinkler Reports 5P F &T- for Glenn Heidtmann 7675 Cox Lane z Cutchogue , New York T 84 Prepared By: John Condon Condon Engineering, P.C. 1755 Sigsbee Road Mattituck,New York 631-298-1986 June 1,2019 Fire'-Fire Sprinkler Hydraulics Calculation Program ;Elite Software'Development,Inc f( [Mattituck,.NY Condon Engineering f' k Einstein Square 5418.0 Main Rd', a#3 11952 ? Fa e2� General Project Data Report General Data Project Title: Einstein Square 54180 Main Rd- Project File Name: 1st Floor Area#3..fiw Area#3 Designed By: John Condon Date: June 1, 2019 Code Reference: NFPA 13 Approving Agency: LOCAL JURISDICTION Client Name: Glenn Heidtmann Phone: Address: 7675 Cox Lane City, State Zip Code: Cutchogue , New York Company Name: Condon Engineering, P.C. Representative: John J. Condon, P.E. Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Einstein Square Building Owner: Contact at Building: Phone at Building: Address Of Building: 54180 Main Road City, State Zip Code: Southold, New York 11971 Project Data w Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 1058 ft2 Maximum Area Per Sprinkler: 225 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance: 0.00 gpm Outside Hose Stream Allowance: 250.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: G5-56 Size: 1/2 Temperature Rating: 165 F NONE Water Supply,Test Data Source Of Information: SCWA Test Hydrant ID: 820068000 Date Of Test: 6-25-2018 Hydrant Elevation: 0 ft Static Pressure: 44.00 psi Test Flow Rate: 2026.00 gpm Test Residual Pressure: 29.00 psi Calculated System Flow Rate: 424.88 gpm Calculated Inflow Residual Pressure: 41.70 psi Available Residual Pressure At 43.17 psi System Flow: Calculation'Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft2 Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes: 24 Number Of Active Pipes: 23 Number Of inactive Pipes: 0 Number Of Active Sprinklers: 7 Number Of Inactive Sprinklers: 0 C:\...\1 st Floor Area#3.fiw Friday, May 31, 2019, 10:51 AM Fire=Fire Sprinkler Hydraulics Calculation,Prog'ram ', _ Elite"Software'Developrrient,'Inc:,, Condon Engineering `_ Einstein Square,54180 Main,Rd•-;Area#3, Mattituck, NY 11952 - PaV e 3 Fire Sprinkler Input Data Node Input Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate (psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 19.95 1100 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 21.83 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 No Discharge ---- N/A 22.91 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 5.60 16.14 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 1760 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 6 Sprinkler A 5.60 21.50 11.00 0.00 ---- 0.000 0.0 ---- 00 0.00 7 No Discharge ---- N/A 22.77 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 8 Sprinkler A 5.60 19.72 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 9 Sprinkler A 560 23.03 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 20 No Discharge ---- N/A 23.37 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 23 No Discharge ---- N/A 23.38 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 24 No Discharge ---- N/A 23.40 11 00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 25 No Discharge ---- N/A 23.46 11.00 0.00 ---- 0.000 0.0 ---- 0.0 000 26 No Discharge ---- N/A 23.48 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 28 No Discharge ---- N/A 23.60 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 30 No Discharge ---- N/A 23.85 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\1 st Floor Area#3.fiw Friday, May 31, 2019, 10:51 AM �'Fire-Fire Sprinkler Hydraulics Calculation Piogram , Elite Software'Developr •ent,Inc: Coridori Engineering ''r-5 Einstein'Square 54180 Main-Rd'-Area#3J, Matfituck,,WiI952 t Pa•e 4 Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate (psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 44 No Discharge ---- N/A 23.97 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 45 No Discharge ---- N/A 24.08 11 00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 46 No Discharge ---- N/A 24.11 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 48 No Discharge ---- N/A 24.38 11.00 0.00 ---- 0.000 0 0 ---- 0.0 0.00 50 No Discharge ---- N/A 26.60 6.00 0.00 ---- 0.000 0.0 ---- 0 0 000 52 No Discharge ---- N/A 36.62 6.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 56 No Discharge ---- N/A 41.19 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 000 60 No Discharge ---- N/A 41.70 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\1 st Floor Area#3.fiw Friday, May 31, 2019, 10:51 AM Fire--Fire Sprinkler'Hydraulics Calculation Program Elite Software De°velop'ment;Inc:; Condon'Engineering. _ Einstein Square`54180 Main Rd-;Area#3 a M'attituck,NY.`11952 Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 3 SCHED 40 STEEL BLK 1 000 0 15.00 000 15.00 120 2 3 SCHED 40 STEEL BLK 1.000 0 T 1.50 3.50 5.00 120 3 20 SCHED 40 STEEL BLK 2.000 0 T 10.00 7.10 17.10 120 4 5 SCHED 40 STEEL BLK 1.000 0 9.00 0.00 9.00 120 5 7 SCHED 40 STEEL BLK 1.000 0 8.50 0.00 8.50 120 6 7 SCHED 40 STEEL BLK 1.000 0 T 2.50 3.50 6.00 120 7 23 SCHED 40 STEEL BLK 2.000 0 T 5.00 7.10 12.10 120 8 9 SCHED 40 STEEL BLK 1.000 0 T 13.50 3.50 1700 120 9 25 SCHED 40 STEEL BLK 2000 0 T 8.50 7.10 1560 120 20 23 SCHED 40 STEEL BLK 4.000 0 13.00 0.00 13.00 120 23 24 SCHED 40 STEEL BLK 4.000 0 3.00 0.00 3.00 120 24 25 SCHED 40 STEEL BLK 4.000 0 11 00 0.00 11 00 120 25 26 SCHED 40 STEEL BLK 4.000 0 2.00 000 2.00 120 26 28 SCHED 40 STEEL BLK 4.000 0 12.00 0.00 12.00 120 28 30 SCHED 40 STEEL BLK 4 000 0 T 9.50 14.20 2370 120 30 44 SCHED 40 STEEL BLK 4.000 0 E 450 7.10 11.60 120 44 45 SCHED 40 STEEL BLK 4.000 0 11.00 0.00 11 00 120 45 46 SCHED 40 STEEL BLK 4.000 0 2.50 000 2.50 120 46 48 SCHED 40 STEEL BLK 4 000 0 2E 12.50 14.20 26.70 120 48 50 SCHED 40 STEEL BLK 4 000 0 5.00 0.00 5.00 120 50 52 Backflo Prev 10.000 Loss 52 56 SCHED 40 STEEL BLK 4.000 0 2E 1000 14.20 24.20 120 56 60 SCHED 40 STEEL BLK 4.000 0 ET 2800 21.30 49.30 120 C:\...\1 st Floor Area#3.fiw Friday, May 31, 2019, 10:51 AM INV 69:U '6 602 '6£AeW 'ASP!Jd mil•£#easy Goold Is 6\ \.3 8817L 6- 0 91v titi 000000 L6TZ 00'0 00'0 00'0 88 t7L6 0 0£ M7 88'tiL 6- 0 tt7 0£ 00000'0 98'£Z 000 000 000 88 t;,L6 0 8Z 0£ 88't7L 6- 0 0£ 8Z 00000'0 09'£Z 00,0 00,0 00'0 88'tL6 0 9Z 8Z 99"tL 6- 0 8Z 9Z 00000'0 8tr'£Z 00'0 00'0 00'0 88'tL6 0 9Z 9Z 88 t7L 6- 0 9Z 9Z tl6 £Z6 0 t7Z 9Z 00000'0 9t7'£Z 00'0 00'0 00'0 t7L'69 0 6 9Z tI6 £Z6- 0 9Z tlz 00000'0 Ot,£Z 000 00'0 000 K M 0 £Z tlz t4 £Z6- 0 tlz £Z 86'69 0 OZ £Z 00000'0 8£'£Z 00'0 000 00'0 96'6L 0 L £Z 8 6'69- 0 £Z OZ 00000'0 L£'£Z 00'0 00'0 00'0 86'69 0 £ OZ t7L'69- 0 9Z 6 66000'0 £0'£Z 00'0 00'0 L8 9Z L8'tZ 0 8 6 60000'0 ZL'66 00'0 00'0 L8 tlz L8'tZ- 0 6 8 96'6L- 0 £Z L L6'9Z 0 9 L 00000'0 LL'ZZ 00'0 00'0 00'0 66'9t7 0 9 L 176000'0 09'62 000 000 L6'9Z L6'9Z- 0 L 9 66 9t,- 0 L 9 £0000'0 0916 00'0 00'0 6ti'£Z 09'ZZ 0 t, 9 L0000'0 176'96 00,0 00,0 097Z 09'ZZ- 0 9 t7 86'69- 0 OZ £ L6'9Z 0 Z £ 00000'0 66'ZZ 00'0 00'0 000 60"9Z 0 6 £ X6000'0 £8'6Z 00'0 00'0 L6'9Z L6'9Z- 0 £ Z 96'66 00'0 00'0 60,92 60*9Z- 0 £ 6 (wd6) apoN (Isd)ajnssaJd (wd (wd ) (wd6) (wdB) dnaE) apoN apoN .6913 IV mold lenplse�j (-) ul (+)Ino apoN -698;y 91e1cl nnold edAi -pu3 .698 eouelegwl apoN -698 moil jal�wAS-uoN mold jahluljdg adld edld ;uaw6ag adld elea Indpo sOuidnojo apoN Ilsaanp eiea jndjno .i9pjupdS wig g#easy,-PN'U" 086ti9.a�enbs uia;su13 , • - _ ': 6uuaauiCu3;uopuoa, Pub`;ua'wdo�anaQ GJenr.}}oS:atl13,_: `' = ' we�6o�d uoi;eina�e�sapneapRH`aa��uiuls`aaij Fire-F,ire'SpHnkler Hydraulics,Calculation Program'= x,> Elite Soft*are-Devel6pment;166.1z ' . 5480,M=anR_d' Are #3Condon'EngineermgEinstein,Square Mattituck,�NY;11952:: Oae'7, Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure(psi) Node (gpm) 45 44 0 174.88 0.00 0.00 0.00 24.08 0.00000 45 46 0 -17488 46 45 0 174.88 000 000 0.00 24.11 000000 46 48 0 -174.88 48 46 0 174.88 0.00 0.00 0.00 24.38 0.00000 48 50 0 -17488 50 48 0 174.88 0.00 0.00 0.00 26.60 -0.07434 50 52 0 -174.95 52 50 0 174.95 0.00 0.00 0.00 36.62 007434 52 56 0 -174.88 56 52 0 174.88 0.00 0.00 0.00 41.19 0.00000 56 60 0 -17488 60 56 0 174.88 0.00 000 -17488 41.70 C:\...\1st Floor Area#3.fiw Friday, May 31, 2019, 10.51 AM Fire-Fire Sprinkler.Hydraulics'Calculatiori Program ,_ Elite Softwar'p' elopinent;Anl Cori don_EngirieeringY. `". Einstein Square,54180.Main Rd"'Area#3 Mattituck, NY';11952 age, Fire Sprinkler Output Data Overall Pipe Output Data Beg. Nodal Spk/Hose Residual Nom Dia. q (gpm) F L/ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 1 5.60 11.00 2501 1995 1.00 25.01 0.19692 15.00 2.954 3 0.00 11.00 000 22.91 1.049 2501 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 929 0 1500 2 954 2 5.60 11 00 26.17 21.83 1 00 26.17 021406 1.50 1.070 3 0.00 11.00 0.00 22.91 1.049 26.17 T 3.50 0.000 SCHED 40 STEEL BLK 120 9 71 0 5.00 1.070 4 5.60 11.00 22.50 16.14 1.00 22.50 0.16188 900 1 457 5 5.60 11.00 23.49 17.60 1.049 22.50 ----- 0.00 0 000 SCHED 40 STEEL BLK 120 8.35 0 9.00 1.457 5 5.60 11 00 23.49 17.60 1.00 23.49 0.60770 850 5.165 7 0.00 11.00 0.00 2277 1 049 4599 ----- 000 0 000 SCHED 40 STEEL BLK 120 1707 0 8.50 5 165 6 5.60 11.00 25.97 21.50 1.00 25.97 021101 2.50 1.266 7 0.00 11 00 0.00 22.77 1.049 2597 T 3.50 0.000 SCHED 40 STEEL BLK 120 9.64 0 600 1.266 8 5.60 11.00 24.87 19.72 1.00 2487 0.19476 1350 3 311 9 5.60 11.00 2687 23.03 1.049 24.87 T 3.50 0 000 SCHED 40 STEEL BLK 120 9.23 0 17.00 3.311 3 0.00 11.00 0.00 22.91 2.00 000 0.02723 10.00 0.466 20 0.00 11.00 0.00 23.37 2.067 5118 T 7.10 0.000 SCHED 40 STEEL BLK 120 4.89 0 17.10 0.466 7 0.00 11 00 000 22.77 2.00 0.00 0.05115 5.00 0.619 23 0.00 11 00 000 23.38 2.067 71.96 T 7.10 0.000 SCHED 40 STEEL BLK 120 6.88 0 1210 0.619 20 0.00 11.00 0.00 23.37 4.00 0.00 0.00106 13.00 0 014 23 0.00 1100 0.00 23.38 4.026 51.18 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 1.29 0 13.00 0.014 23 0.00 11.00 0.00 23.38 400 000 0.00538 3.00 0 016 24 000 11.00 0.00 2340 4.026 12314 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 310 0 3.00 0.016 9 5.60 11 00 26.87 23.03 200 26.87 002778 8.50 0.433 25 0.00 11.00 0.00 2346 2067 51.74 T 7.10 0.000 SCHED 40 STEEL BLK 120 4 95 0 15.60 0.433 24 0.00 11 00 0.00 23.40 4.00 0.00 0.00538 11.00 0 059 25 0.00 11.00 0.00 2346 4.026 123.14 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 3.10 0 11.00 0.059 C:\...\1 st Floor Area#3.fiw Friday, May 31, 2019, 10:51 AM Fire-Fire Sprinkler Hydraulics Calculation Program` j, . ,Elite Softwaie Develop"ment,:lnc, ,Condon Engineering _ r Einstein Square 54180 Main Rtl-Asea#3,, Wattituck,°NY -11952 a =5, Pa Fire Sprinkler Output Data Overall Pipe Output Data (cont°d) Beg. Nodal Spk/Hose Residual Nom Dia. q (gpm) F L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 25 0.00 11.00 0.00 2346 4.00 000 0.01029 2.00 0.021 26 0.00 11.00 0.00 23.48 4.026 174.88 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 441 0 2.00 0.021 26 0.00 11.00 0.00 2348 4.00 000 0.01029 12.00 0.123 28 0.00 11.00 0.00 2360 4 026 17488 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 4.41 0 12.00 0.123 28 000 11.00 0.00 2360 4.00 000 0.01029 950 0.244 30 000 11.00 000 2385 4 026 17488 T 14.20 0.000 SCHED 40 STEEL BLK 120 441 0 2370 0 244 30 0.00 11.00 000 2385 4.00 0.00 0.01029 450 0.119 44 0.00 11.00 000 23.97 4.026 17488 E 7.10 0 000 SCHED 40 STEEL BLK 120 441 0 11.60 0 119 44 0.00 11.00 0.00 23.97 4.00 000 0.01029 11 00 0 113 45 000 11.00 0.00 24.08 4 026 17488 ----- 000 0.000 SCHED 40 STEEL BLK 120 441 0 11.00 0 113 45 0.00 11.00 0.00 2408 4.00 0.00 0.01029 250 0.026 46 0.00 11.00 000 24.11 4.026 174.88 ----- 0.00 0 000 SCHED 40•STEEL BLK 120 4.41 0 2.50 0.026 46 0.00 11.00 0.00 24.11 4.00 0.00 0.01029 12.50 0 275 48 0.00 11.00 000 24.38 4.026 174.88 2E 14.20 0 000 SCHED 40 STEEL BLK 120 4.41 0 26.70 0.275 48 000 11.00 0.00 24.38 4.00 000 0.01029 5.00 0 051 50 0.00 6.00 000 2660 4.026 174.88 ----- 0.00 2 165 SCHED 40 STEEL BLK 120 4.41 0 5.00 2 216 50 Backflo 6.00 26.60 174.95 Prev 52 10 00 psi 600 36.62 52 0.00 6.00 0.00 36.62 4.00 0.00 001029 10.00 0.249 56 0.00 -400 0.00 41.19 4 026 174.88 2E 14.20 4.330 SCHED 40 STEEL BLK 120 4.41 0 24.20 4.579 56 0.00 -4.00 0.00 41.19 4.00 0.00 0.01029 2800 0 507 60 000 -4.00 0.00 41.70 4.026 174.88 ET 21.30 0.000 SCHED 40 STEEL BLK 120 4.41 0 49.30 0.507 C:\...\1 st Floor Area#3.fiw Friday, May 31, 2019, 10:51 AM Fire=�Fire'Sprinkie�Hydraulics Calculation:Program ;;,;: EliteSoftware Development;`lnc;1 Condo6'En ineerin �• - Einstein.S`'uate 541'80 Main Rd=="Acea#3 9 g. :. _ q s ;'Mattitiick :NY. 11952 `s .rr�._ � �; S,Page-'10, Fire Sprinkler Output Data Overall Spririkler'Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft ) Density (gpm) 1 A 5.60 11.00 19.95 225.00 0.111 25.01 2 A 5.60 11.00 21.83 225.00 0116 2617 4 A 5.60 11.00 16.14 225.00 0 100 2250 5 A 5 60 11.00 , 17.60 225.00 0.104 23.49 6 A 560 11.00 21.50 225.00 0 115 25.97 8 A 5.60 11 00 1972 225.00 0 111 2487 9 A 5.60 11.00 23.03 225.00 0.119 26.87 Sub Totals For Group A 1575.00 0.111 174.88 Totals For All Groups 1575.00 0.111 174.88 C:\...\1 st Floor Area#3.fiw Friday, May 31, 2019, 10:51 AM Fire'-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,Inc.;' Condon Engineering - Einstein Square 54180 Main Rd_Area#3" Mattduck,,,NY 11952NPa Fire Sprinkler Output Summary Hydraulically'Most Demanding Sprinkler Node HMD Sprinkler Node Number: 4 HMD Actual Residual Pressure- 16 14 psi HMD Actual GPM 22.50 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 1058.00 ft2 Minimum Desired Density: 0.100 gpm/ft2 Application Average Density: 0.165 gpm/ft2 Application Average Area Per Sprinkler. 151.14 ft2 Sprinkler Flow: 174.88 gpm Average Sprinkler Flow: 24.98 gpm Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 5-7) 17.07 ft/sec Maximum Velocity Pressure ( In Pipe 5-7 ) 1.96 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 00078 psi Actual Average Nodal Pressure Imbalance: 0.0010 psi Actual Maximum Nodal Flow Imbalance: 0.0743 gpm Actual Average Nodal Flow Imbalance: 00062 gpm Overall Network Summary Number Of Unique Pipe Sections: 23 Number Of Flowing Sprinklers- 7 Pipe System Water Volume: 88.34 gal Sprinkler Flow: 174.88 gpm Non-Sprinkler Flow. 000 gpm Demand Flow Excluding Exterior Hose Flow: 17488 gpm Exterior Hose Flow: 250.00 gpm Minimum Required Residual Pressure At System Inflow 41.70 psi Node. Demand Flow At System Inflow Node' 424.88 gpm C:\...\1st Floor Area#3.fiw Friday, May 31, 2019, 10:51 AM n r Pit e.-Fire Sprinkler Hydraulics calculation_Program: `' f `-Elite Software,Development,,lnct Condon Engineering Einstein Square 54180 Main Rd 'Area#3_ Mattituck,NY 11952 Pa e'12," Fire Sprinkler Output Data Hydraulic Supply/Demand ,Graph 50 45 40 N 35 O. 30 L (q 25 ^L LL 20 15 1 10 5 0 3 6 9 12 15 18 21 24 27 30 Flowrate(x100) gpm Supply Curve Data Static Pressure: 44 psi Test Residual Pressure: 29 psi Test Flow Rate: 2026 gpm Demand Curve Data Calculated Residual Pressure: 41.70 psi Calculated Flow Rate: 424.88 gpm Exterior Hose Flow: 250.00 gpm Excess Available Residual Pressure At Calculated Flow: 1.46 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow: 16.50 psi C:\...\1 st Floor Area#3.fiw Friday, May 31, 2019, 10:51 AM f EINSTEIN SQUARE 54180 MAIN RD - AREA 4 Fire Sprinkler Reports for Glenn Heidtmann " 7675 Cox Lane . Cutchogue;.New York Prepared By John J.Condon, P.E. Condon Engineering, P.0 1755 Sigsbee Road Mattituck, New York 631-298-1986 June 1,2019 Fire-Fire Sprinkler Hydraulics Calculation Program- Elite Software"Development,lnc;,J Condon Engineering, , t�y '�" Einstein Square 54,180 Main Rd-Area`'4 -Mattituck, NV,11952 i Pa-e'-2'1 General Project Data Report General Data Project Title: Einstein Square 54180 Main Rd- Project File Name: 2nd Floor Area#4..fiw Area 4 Designed By: John J. Condon, P.E. Date: June 1, 2019 Code Reference: NFPA 13 Approving Agency: LOCAL JURISDICTION Client Name: Glenn Heidtmann Phone: Address: 7675 Cox Lane City, State Zip Code Cutchogue , New York Company Name: Condon Engineering, P.0 Representative. John J. Condon, P.E. Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Einstein Square Building Owner: Contact at Building: Phone at Building: Address Of Building: 54180 Main Road City, State Zip Code: Southold, New York 11971 Project Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application- 1536 ftZ Maximum Area Per Sprinkler: 225 fF Default Sprinkler K-Factor: 5.60 K Default Pipe Material. SCHED 40 STEEL BLK Inside Hose Stream Allowance: 000 gpm Outside Hose Stream Allowance. 250.00 gpm In Rack Sprinkler Allowance: 000 gpm Sprinkler Specifications Make Reliable Model G5-56 Size: 1/2 Temperature Rating: 165 F NONE Water Supply Test Data Source Of Information- SCWA Test Hydrant ID: 820068000 Date Of Test: 6-25-2018 Hydrant Elevation: 0 ft Static Pressure: 44.00 psi Test Flow Rate: 202600 gpm Test Residual Pressure: 2900 psi Calculated System Flow Rate: 621 33 gpm Calculated Inflow Residual Pressure- 41.73 psi Available Residual Pressure At 42.32 psi System Flow: Calc ulation'Project Data Calculation Mode- Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density- 0.10 gpm/ft2 Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet- 20.00 psi Number Of Active Nodes: 37 Number Of Active Pipes: 36 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 16 Number Of Inactive Sprinklers: 0 C:\...\2nd Floor Area#4.fiw Friday, May 31, 2019, 10:55 AM 1Fire. F,ire,SprinklerHydraulics-Calculation Program _ , ':a.: `Elite.Softvirare,Development;lnc.. :Condon Engineering _ Emstein,Square 54180�Main Rd--Qrea 41 ,,Ma%tutk,'NY.'.1f962,, Fire Sprinkler Input Data Node jn.put Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate(psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 17.27 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 17.21 20.00 0.00 ---- 0.000 0.0 ---- 0.0 000 3 Sprinkler A 5.60 1723 20.00 0.00 ---- 0.000 0.0 ---- 0 0 0.00 4 Sprinkler A 5.60 17.05 20.00 000 ---- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 17.11 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 6 Sprinkler A 5.60 16.14 2000 0.00 ---- 0.000 0 0 ---- 0.0 0.00 7 Sprinkler A 5.60 16.75 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 8 Sprinkler A 5.60 17.36 20.00 0.00 ---- 0.000 0.0 ---- 0.0 000 9 Sprinkler A 5.60 17.35 20.00 0.00 ---- 0.000 0 0 ---- 0.0 0.00 10 Sprinkler A 5.60 16.26 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 11 Sprinkler A 560 17.32 20.00 000 ---- 0.000 0 0 ---- 0.0 0.00 12 Sprinkler A 5.60 17.70 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 13 Sprinkler A 5.60 17.65 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 14 Sprinkler A 560 1779 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 15 No Discharge ---- N/A 18.00 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 20 No Discharge ---- N/A 17.32 2000 0.00 ---- 0.000 0 0 ---- 0.0 0.00 C:\...\2nd Floor Area#4.fiw Friday, May 31, 2019, 10:55 AM Fire' Fire,SpririklerHydraulics`C_alculation'Program. ", Elite,SoftWarehDevelopment'lnc:,� Condon Engineeripg_; -° t . {w_ :` Ein"stun Sguare`54180'Mam 12da" Mattituck, iVY. 11952 k. .+ C „Pa9e4 Fire Sprinkler Input Data Node Input Data (cont'd) Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate (psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 22 No Discharge ---- N/A 17.32 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 24 Sprinkler A 5.60 17.32 20.00 0.00 ---- 0 000 0.0 ---- 0 0 0.00 26 No Discharge ---- N/A 17.33 2000 0.00 ---- 0.000 0 0 ---- 0.0 0.00 28 No Discharge ---- N/A 17.34 20.00 0.00 ---- 0.000 0.0 ---- 0.0 000 30 Sprinkler ---- 5.60 17.36 20.00 0.00 ---- 0 000 0 0 ---- 0 0 0.00 32 No Discharge ---- N/A 17.36 2000 0.00 ---- 0.000 0 0 ---- 0.0 000 33 No Discharge ---- N/A 17.37 20.00 000 ---- 0.000 0.0 ---- 0.0 0.00 34 No Discharge ---- N/A 17.39 2000 000 ---- 0 000 0 0 ---- 0.0 000 35 No Discharge ---- N/A 17.42 20.00 000 ---- 0.000 0 0 ---- 0.0 0.00 36 No Discharge ---- N/A 1747 20.00 0.00 ---- 0 000 0.0 ---- 0.0 0.00 37 No Discharge ---- N/A 17.61 20.00 0.00 ---- 0 000 0 0 ---- 0.0 000 38 No Discharge ---- N/A 17.65 20.00 000 ---- 0.000 0.0 ---- 0 0 000 39 No Discharge ---- N/A 17.81 20.00 0.00 ---- 0 000 0.0 ---- 0.0 000 41 No Discharge ---- N/A 18.41 20.00 000 ---- 0.000 0 0 ---- 0.0 0.00 42 No Discharge ---- N/A 18.67 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 43 No Discharge ---- N/A 2311 11.00 0.00 ---- 0.000 0.0 ---- -0.0 0.00 48 No Discharge ---- N/A 24.88 11.00 0.00 ---- 0.000 0.0 ---- 0 0 0.00 C:\...\2nd Floor Area#4.fiw Friday, May 31, 2019, 10:55 AM 'Fire,=Fire Sprinkler.Hydraulics Calculation Program ;" Elite'SoftwarpIDevelopinent;Inc; :Condori Engineenng " - Einstein,Square 54180 Square 54180 rea;4;,i Mattitiack,NY 11952' age'- Fire Sprinkler Input Data Wde,Input_Data' (cont'd) Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch DiaKFactor(K) Estimate (psi) Branch Non- Flow(gpm) . No. Branch Description (in) Branch Len Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 50 No Discharge ---- N/A 27.42 6.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 52 No Discharge ---- N/A 34.44 600 0.00 ---- 0.000 0.0 ---- 0.0 000 56 No Discharge ---- N/A 39.69 -400 0.00 ---- 0.000 00 ---- 0.0 000 60 No Discharge ---- N/A 41.73 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C:\...\2nd Floor Area#4.fiw Friday, May 31, 2019, 10:55 AM Fire=Fire`Sprinkler Hydraulics Calculation Program Elite Software°Development,Inc: Condon Engineering r} _ 'Einstein Square 54180 Main Rd=Area 4,;i Mattitucic;NY 11952 Pa"ee Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 20 SCHED 40 STEEL BLK 2.000 0 7.50 0.00 7.50 120 2 22 SCHED 40 STEEL BLK 2.000 0 T 9.50 710 16.60 120 3 26 SCHED 40 STEEL BLK 2.000 0 T 9.50 7.10 16.60 120- 4 5 SCHED 40 STEEL BLK 2.000 0 900 0.00 9.00 120 5 33 SCHED 40 STEEL BLK 2.000 0 T 4.50 7.10 11 60 120 6 30 SCHED 40 STEEL BLK 1.000 0 T 4.00 3.50 7.50 120 7 35 SCHED 40 STEEL BLK 1.000 0 4.00 0.00 4.00 120 8 36 SCHED 40 STEEL BLK 2000 0 T 10.00 7.10 17.10 120 9 37 SCHED 40 STEEL BLK 1.000 0 1 50 0.00 1.50 120 10 11 SCHED 40 STEEL BLK 1 000 0 6.50 0.00 6.50 120 11 37 SCHED 40 STEEL BLK 2000 0 T 6.00 7.10 13.10 120 12 39 SCHED 40 STEEL BLK 2.000 0 T 10.00 7.10 17.10 120 13 14 SCHED 40 STEEL BLK 2.000 0 T 14.00 710 21.10 120 14 15 SCHED 40 STEEL BLK 2.000 0 L 7.00 2.10 9.10 120 15 41 SCHED 40 STEEL BLK 2.000 0 T 10.50 7.10 1760 120 20 22 SCHED 40 STEEL BLK 4.000 0 2.00 0.00 2.00 120 22 24 SCHED 40 STEEL BLK 4 000 0 2.50 0.00 2.50 120 24 26 SCHED 40 STEEL BLK 4 000 0 6.50 0.00 6.50 120 26 28 SCHED 40 STEEL BLK 4.000 0 1.50 0.00 1 50 120 28 30 SCHED 40 STEEL BLK 4 000 0 6.50 0.00 6.50 120 30 32 SCHED 40 STEEL BLK 4.000 0 1.00 0.00 1.00 120 32 33 SCHED 40 STEEL BLK 4 000 0 1.00 0.00 1.00 120 33 34 SCHED 40 STEEL BLK 4.000 0 2.00 0.00 2.00 120 34 35 SCHED 40 STEEL BLK 4.000 0 2.00 0.00 2.00 120 35 36 SCHED 40 STEEL BLK 4.000 0 4.00 000 4.00 120 C:\...\2nd Floor Area#4.fiw Friday, May 31, 2019, 10:55 AM Fire' Fire Spririkl&'Hydraulics Calculation Program= g.:_> `Elite Soflware-Dey'lopment,anc;j Condon Engineer`irig. Einstein Square 54180 Main=Rd='Aieaa4', :.,.. f Mettituck,;NY'11952 Pa e:7, Fire Sprinkler Input Data Pipe`Input Data (cont'd) . Nominal Nominal Fitting Total CFactor Beg. End. pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 36 37 SCHED 40 STEEL BLK 4.000 0 8.00 000 8.00 120 37 38 SCHED 40 STEEL BLK 4.000 0 1 50 0.00 1.50 120 38 39 SCHED 40 STEEL BLK 4.000 0 550 0.00 5.50 120 39 41 SCHED 40 STEEL BLK 4.000 0 T 4.50 1420 18.70 120 41 42 SCHED 40 STEEL BLK 4.000 0 L 2.00 4.20 6.20 120 42 43 SCHED 40 STEEL BLK 4 000 0 L 9.00 4.20 13.20 120 43 48 SCHED 40 STEEL BLK 4.000 0 2E 28.50 14.20 42.70 120 48 50 SCHED 40 STEEL BLK 4.000 0 E 2.00 7.10 910 120 50 52 Backflo Prev 7.000 Loss 52 56 SCHED 40 STEEL BLK 4.000 0 2E 8.00 14.20 22.20 120 56 60 SCHED 40 STEEL BLK 4.000 0 ET 28.00 21.30 49.30 120 C:\...\2nd Floor Area#4.fiw Friday, May 31, 2019, 10:55 AM Fire'-;Fire Sprinkler Hydraulics Calculation Program - Elite Software Development,Inc., -Condon,Engineering, - = Einstein Square`54180 Main Rd,=A�ea'4U; Mat#ituck,NY 11952', ;74'+~ Pa 6 e$ Fire Sprinkler Output Data Overall Node Groupings Output Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm) 1 20 0 -2327 23.27 0.00 0.00 17.27 2 22 0 -23.23 23.23 0.00 0.00 17.21 0.00035 3 26 0 -23.24 23.24 0.00 0.00 17.23 0.00035 4 5 0 -23.12 2312 0.00 0.00 17.05 000033 5 4 0 23.12 23.16 0.00 0.00 17.11 0.00034 5 33 0 -46.29 6 30 0 -22.50 22.50 0.00 0.00 16.14 0.00040 7 35 0 -22.92 22.92 0.00 0.00 16.75 0.00030 8 36 0 -2334 23.34 0.00 0.00 17.36 000037 9 37 0 -23.33 23.33 0.00 0.00 17.35 0.00037 10 11 0 -22.58 22.58 0.00 0.00 16.26 0.00026 11 10 0 22.58 23.31 0.00 0.00 17.32 0.00036 11 37 0 -4589 12 39 0 -23.56 23.56 0.00 0.00 17.70 0.00040 13 14 0 -23.53 23.53 0.00 0.00 17.65 0.00039 14 13 0 23.53 23.62 0.00 0.00 17.79 0.00040 14 15 0 -47.14 15 14 0 47.14 0.00 0.00 0.00 18.00 0.00000 15 41 0 -47.14 20 1 0 23.27 0.00 0.00 0.00 17.32 0.00000 20 22 0 -23.27 22 2 0 23.23 000 0.00 000 17.32 0.00000 22 20 0 23.27 22 24 0 -46.50 24 22 0 46.50 23.31 0.00 0.00 17.32 0.00037 24 26 0 -69.81 26 3 0 23.24 0.00 0.00 0.00 17.33 0.00000 26 24 0 69.81 26 28 0 -93.05 28 26 0 93.05 0.00 0.00 0.00 17.34 0.00000 28 30 0 -93.05 C:\ ..\2nd Floor Area#4.fiw Friday, May 31, 2019, 10:55 AM Fire;=Eire'SpFirikler.Nydraulics Caiculation:program'_y EliteSoftware'l)veloprrient;Inc: 'Gon'don,Engineering'_ - " *�_'__ Eins_tein Square 54180 Mairi Rd-Area 4, ttituck;-NY,;11952 _ = Pa a 9'I Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node(gpm) 30 6 0 22.50 23.33 0.00 0.00 17.36 000001 30 28 0 93.05 30 32 0 -138.88 32 30 0 138.88 0.00 0.00 0.00 17.36 32 33 0 -138.88 33 5 0 46.29 0.00 0.00 0.00 17.37 0.00000 33 32 0 13888 33 34 0 -185.17 34 33 0 18517 0.00 000 000 17.39 0.00000 34 35 0 -185.17 35 7 0 22.92 0.00 0.00 0.00 17.42 0.00000 35 34 0 185.17 35 36 0 -208.09 36 8 0 23.34 0.00 0.00 0.00 17.47 000000 36 35 0 208.09 36 37 0 -23142 37 9 0 23.33 000 0.00 000 1761 0.00000 37 11 0 45.89 37 36 0 231.42 37 38 0 -300.63 38 37 0 300.63 0.00 0.00 0.00 17.65 000000 38 39 0 -300.63 39 12 0 23.56 0.00 0.00 0.00 17.81 0.00000 39 38 0 300.63 39 41 0 -324.19 41 15 0 47.14 0.00 000 0.00 18.41 000000 41 39 0 324.19 41 42 0 -371.33 42 41 0 371.33 0.00 0.00 0.00 18.67 0.00000 42 43 0 -371.33 43 42 0 371.33 0.00 0.00 0.00 23.11 000000 43 48 0 -37133 48 43 0 371.33 0.00 0.00 0.00 24.88 000000 48 50 0 -371.33 50 48 0 371.33 0.00 0.00 0.00 27.42 -0.20123 50 52 0 -371.53 C-\ ..\2nd Floor Area#4.fiw Friday, May 31, 2019, 10:55 AM Fire=Fire;Sprinkler,Hydraulics CalculatiorrFrogram pElite Software'De`vefopinent,;lncr Condon'Engineering - -- " }_ Einstein.Square'54180 Main Rd=Area`41 Mattituck"NY. 11952_ "5 _ < `< Fa e;1b 9 Fire Sprinkler Output Data Overall Node Groupings OutputData (cont'd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm) 52 50 0 371.53 0.00 0.00 0.00 34.44 0.20123 52 56 0 -371.33 56 52 0 371.33 0.00 0.00 0.00 39.69 0.00000 56 60 0 -371.33 60 56 0 371.33 0.00 0.00 -371.33 41.73 C:\...\2nd Floor Area#4.fiw Friday, May 31, 2019, 10:55 AM INV 99:0L '6LOZ `LE AM `AeP!J3 Mlj•7#easy X0013 PuZ\...\:o 74Z•4 09 L 0 9£'8 OZ4 N18 1331S 07 43HOS 000.0 09 £ 1 09•ZZ 6701E 9E•LL EE•EZ 00.0Z 09.9 0£ 74Z'L 0017 88L94.0 09•ZZ 00•L 7L•9L 09•ZZ 00.0Z 09'9 9 900'0 09'L 0 9£•Z OZ L >1181331S 07 43HOS 000'0 00'0 ----- 90•£6 9Z0'7 7E•LL 00.0 00'0Z 00'0 8Z 900'0 09•L OZ£00.0 00.0 00 7 ML 00'0 00 OZ 00.0 9Z UTO 09.9 0 9L•L OZL >119 1331S 07 43HOS 000.0 00.0 ----- L8.69 920.7 ML 00'0 00'0Z 00.0 9Z ZL0.0 09.9 88400.0 4E'£Z 00.7 Z£ LL LE'EZ 00'0Z 09'9 7Z 90L•0 09.94 0 ZZ•Z OZL NIS ]A31S 07 43HOS 000.0 OL L 1 7Z•£Z L90 Z ££'LL 00.0 00.0Z 00.0 9Z 90L•0 096 ZE900.0 7Z•£Z 00•Z EZ•LL 7Z•£Z 00.0Z 09'9 £ Z00'0 09'Z 0 LL•L OZL >119 1331S 07 Q3HOS 000.0 00'0 ----- 09.97 920.7 Z£'LL LE•EZ 00'0Z 09.9 7Z Z00'0 09•Z 68000.0 00'0 0017 Z£•LL 00.0 00.0Z 00.0 ZZ 000'0 00•Z 0 69'0 OZ4 >1181331S 07 43HOS 0000 00.0 ----- LZ•£Z 920.7 Z£•LL 00.0 00.0Z 00.0 ZZ 0000 00'Z 9Z000'0 00.0 0017 Z£'LL 00.0 00'0Z 00.0 OZ 904 0 09 9L 0 ZZ•Z OZL >1181331S 07 43HOS 000.0 O L•L 1 £Z•EZ L907 ZE•L L 00'0 00.0Z 00.0 ZZ 90 L'0 09.6 Z£900.0 EZ•EZ 007 4Z'LL £Z'EZ 00'02 09'9 Z 870.0 091E 0 ZZ•Z OZL >118 1331S 07 a3HOS 000'0 00.0 ----- LZ•EZ L90 Z Z£'LL 00.0 00.0Z 00.0 OZ 870.0 091E 7£900.0 LZTZ 00•Z LZ'LL LZ•EZ 00.0Z 09.9 L ELZ'O 0L•6 0 L9.7 OZL >1181331S0743HOS 000.0 OL•Z 1 7L•L7 L90•Z 00.8E 00.0 00 OZ 000 9L £LZ•O 001E 6EEZ0'0 Z9•EZ 00•Z 6L•LL Z9•£Z 00'0Z 09'9 7L 9E L'0 OL•LZ 0 9Z•Z OZL NIS 1331S0743HOS 000'0 OL L 1 E9•EZ L907 6L•LL Z9'EZ 00'0Z 09'9 7L 9£L 0 00.74 97900'0 E9•£Z 00 Z 991L E9 EZ 00.0Z 099 EL 690.4 09'9 0 8E•8 OZL >119 1331S 0743HOS 000.0 00.0 ----- 89•ZZ 670•L ZE'L L LE EZ 00.0Z 09.9 L L 690•L 09.9 L6Z9L•O 89•ZZ 00•L 9Z 94 89'ZZ 00.0Z 09.9 04 990'0 00.6 0 LZ'Z OZL N18 1331S 07 a3HOS 000.0 00.0 ----- ZL•EZ L90•Z 4L LL 9L•EZ 00.0Z 09.9 9 990'0 00.6 9Z900.0 ZL•£Z 00•Z 901L UTZ 00.02 09'9 7 (!sd)-id W) djE)-adAi (sdj) anlen-0 (isd) (wd6) N) aPoN ual-;o1 s6u!;;13 40019/\ (1991) (!sd)-3d 'eld apisul amssaJd a6iey�sla Jo;oed>{ •Pu3 uaTU (}}/lsd) (wd6) 0 uol;enal3 (!sd)-3d ual-ad!d l�/'1 '3 (uad6) b eld -WON lenplsa�j asoHMdS lePoN -Bee elea Indlnp odid Il8aanp e;ea lndlnp aal)iui.idS eii� Z96 L 6 AN•`pion MEIN aJd'-Pb WIN 081 b9 94enbS ui9;sui3= r'f` 6uiJ99ul6u3 uopuoO 'oul';uawdolanaQ"aJBMUOS 01!13 t' weJ6ad uol;elnoleC)sallneJp�H�ah{uljdg ajl'-84W Fire"-Fire Sprinkler Hydraulics Calculation Program I Elite Software Development;Inc;,' Condon Engineering Einstein Square,54180 Main Rd'-;Area,'4 Mattituck;=NY, 11952 �s Page 12"I Fire Sprinkler Output Data Overall Pipe-Output Data (cont'd) Beg Nodal Spk/Hose Residual Nom Dia. q (gpm) F. L./ft Pipe-Len PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 28 0.00 20.00 0.00 17.34 4.00 0.00 0.00320 6.50 0.021 30 5.60 20.00 23.33 17.36 4.026 93.05 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.35 0 6.50 0.021 30 560 20.00 23.33 17.36 400 23.33 0.00672 1 00 0.007 32 0.00 2000 000 17.36 4.026 138.88 ----- 0.00 0.000 SCHED 40 STEEL BILK 120 3.50 0 1.00 0.007 5 5.60 20.00 23.16 17.11 2.00 23.16 002261 4.50 0.262 33 0.00 2000 0.00 17.37 2.067 46.29 T 710 0.000 SCHED 40 STEEL BLK 120 4.43 0 11.60 0.262 32 0.00 20.00 0.00 17.36 4.00 0.00 0.00672 1.00 0.007 33 0.00 20.00 0.00 17.37 4.026 138.88 ----- 0.00 0.000 SCHED 40 STEEL BILK 120 3.50 0 1 00 0.007 33 0.00 20.00 0.00 17.37 400 0.00 0.01143 2.00 0.023 34 0.00 20.00 0.00 17.39 4.026 185.17 ----- 0.00 0.000 SCHED 40 STEEL BILK 120 4.67 0 2.00 0.023 7 5.60 20.00 22.92 16.75 1.00 22.92 016747 4.00 0.670 35 0.00 20.00 0.00 17.42 1.049 22.92 ----- 0.00 0.000 SCHED 40 STEEL BILK 120 8.51 0 4.00 0.670 34 0.00 20.00 0.00 17.39 4.00 0.00 0.01143 2.00 0.023 35 0.00 20.00 0.00 17.42 4.026 185.17 ----- 0.00 0 000 SCHED 40 STEEL BILK 120 4.67 0 2.00 0.023 8 5.60 20.00 23.34 17.36 2.00 23.34 0.00637 10.00 0.109 36 0.00 20.00 0.00 17.47 2.067 23.34 T 7.10 0 000 SCHED 40 STEEL BILK 120 2.23 0 17.10 0.109 35 0.00 20.00 0.00 17.42 4.00 0.00 0.01419 4.00 0.057 36 0.00 20.00 0.00 17.47 4.026 208.09 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 5.24 0 4.00 0.057 9 5.60 20.00 23.33 17.35 1.00 23.33 017306 1.50 0 260 37 0.00 20.00 0.00 17.61 1.049 23.33 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 8.66 0 1.50 0.260 11 5.60 20.00 23.31 17.32 2.00 23.31 0.02225 6.00 0.291 37 0.00 20.00 0.00 17.61 2.067 45.89 T 7.10 0.000 SCHED 40 STEEL BLK 120 4.39 0 13.10 0.291 36 0.00 20.00 0.00 17.47 4.00 0.00 0.01727 8.00 0.138 37 0.00 20.00 0.00 17.61 4 026 231.42 ----- 0.00 0.000 SCHED 40 STEEL BILK 120 5.83 0 8.00 0.138 C:\...\2nd Floor Area#4.fiw Friday, May 31, 2019, 10:55 AM Fire.=Fire Sprinkler Hydraulics Calculation Program ,� Elite Software Development,Inc.,,,, Condon Engineenng ~Einstein Square-5;4,180 Main Rd'=Area 4,,, �IA6ttitudk,"NY 11952 -" - Pa e':13 Fire Sprinkler Output Data Overall Pipe Output Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 37 0.00 20.00 0.00 17.61 4.00 0.00 0.02803 1.50 0.042 38 0.00 20.00 0.00 17.65 4.026 300.63 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 7.58 0 1.50 0.042 12 5.60 20.00 23.56 17.70 200 23.56 000648 1000 0.111 39 0.00 20.00 0.00 17.81 2.067 23.56 T 7.10 0.000 SCHED 40 STEEL BLK 120 2.25 0 17.10 0.111 38 0.00 20.00 0.00 17.65 4.00 0.00 0.02803 5.50 0.154 39 0.00 20.00 000 17.81 4 026 300.63 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 758 0 5.50 0.154 15 0.00 20.00 0.00 18.00 2.00 0.00 0.02339 10.50 0.412 41 0.00 20.00 0.00 1841 2.067 47.14 T 7.10 0.000 SCHED 40 STEEL BLK 120 4.51 0 17.60 0.412 39 0.00 20.00 0.00 17.81 4.00 0.00 0.03223 4.50 0.603 41 0.00 20.00 0.00 18.41 4.026 324.19 T 14.20 0.000 SCHED 40 STEEL BLK 120 8.17 0 18.70 0.603 41 0.00 20.00 0.00 18.41 4.00 0.00 0.04143 2.00 0.257 42 0.00 20.00 0.00 18.67 4.026 371.33 L 4.20 0.000 SCHED 40 STEEL BLK 120 9.36 0 6.20 0.257 42 0.00 20.00 0.00 18.67 4.00 0.00 0.04143 9.00 0.547 43 0.00 11.00 0.00 23.11 4.026 37133 L 4.20 3.897 SCHED 40 STEEL BLK 120 936 0 13.20 4 444 43 0.00 11.00 0.00 23.11 4.00 000 0.04143 28.50 1.769 48 0.00 11.00 0.00 24.88 4.026 37133 2E 14.20 0.000 SCHED 40 STEEL BLK 120 9.36 0 42.70 1.769 48 0.00 11 00 000 24.88 4.00 0.00 0.04143 2.00 0.377 50 0.00 6.00 0.00 27.42 4.026 371.33 E 7.10 2.165 SCHED 40 STEEL BLK 120 9.36 0 9.10 2.542 50 Backflo 6.00 27.42 371.53 Prev 52 7.00 psi 6.00 34.44 52 0.00 6.00 0.00 3444 4.00 0.00 0.04143 8.00 0.920 56 0.00 -4.00 0.00 39.69 4.026 371.33 2E 14.20 4.330 SCHED 40 STEEL BLK 120 9.36 0 22.20 5.250 56 0.00 -4.00 0.00 39.69 4.00 0.00 0.04143 28.00 2.043 60 0.00 -4.00 0.00 41.73 4.026 371.33 ET 21.30 0.000 SCHED 40 STEEL BLK 120 9.36 0 49.30 2.043 C:\...\2nd Floor Area#4.fiw Friday, May 31, 2019, 10:55 AM +Fire`;Fire Sprinkler Hydraulics Calculation'Program ' Y - _ " ;�j _ _ " Elite Softiivare"Development lncsa Contlon"Engineerings_ '� Einstein 5guar_e354180 Main Rd,=A�ea''4; Mattituck;.NY•9:1952, = - "V -;•. Pa of Fire Sprinkler Output Data Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No Code KFactor(K) (feet) (psi) (ft ) (gpm/ft2) (gpm) 1 A 5.60 20.00 17.27 225.00 0.103 23.27 2 A 5.60 20.00 17.21 225.00 0.103 23.23 3 A 5.60 20.00 17.23 225.00 0.103 23.24 4 A 560 20.00 1705 225.00 0.103 23.12 5 A 5.60 20.00 1711 225.00 0.103 23.16 6 A 5.60 20.00 16.14 225.00 0.100 22.50 7 A 5.60 20.00 16.75 225.00 0.102 2292 8 A 560 20.00 17.36 225.00 0.104 23.34 9 A 560 20.00 1735 225.00 0.104 2333 10 A 5.60 20.00 16.26 22500 0.100 22.58 11 A 5.60 20.00 17.32 225.00 0104 23.31 12 A 5.60 20.00 17.70 225.00 0105 23.56 13 A 5.60 20.00 17.65 225.00 0105 23.53 14 A 560 20.00 17.79 225.00 0.105 23.62 24 A 5.60 20.00 17.32 225.00 0.104 23.31 Sub Totals For Group A 3375.00 0.103 348.01 30 5.60 20.00 1736 225.00 0.104 2333 Sub Totals For Non-Group 22500 0.104 23.33 Totals For All Groups 3600.00 0.103 371.34 C:\...\2nd Floor Area#4.fiw Friday, May 31, 2019, 10:55 AM Program, "F deaufi&s Cal6ulafibfi' 51 S E- t6n,8'664 Area'kl 'op Con bn in M it c a Fire Sprinkler Output Summary jHydraulically,Most,Dem ,Sprinkler Nbde. HMD Sprinkler Node Number: 6 HMD Actual Residual Pressure: 16.14 psi HMD Actual GPM: 22.50 gpm [SprinKier-,Summ, a.ry Sprinkler System Type: Wet Specified Area Of Application: 1536.00 ft' Minimum Desired Density: 0.100 gpM/ft2 Application Average Density: 0.242 gpm/ft2 Application Average Area Per Sprinkler: 96.00 ft2 Sprinkler Flow: 371.34 gpm Average Sprinkler Flow: 23.21 gpm 1.Flow Velocity And Imbalance Summary Maximum Flow Velocity( In Pipe 41 -42) 9.36 ft/sec Maximum Velocity Pressure ( In Pipe 41 -42) 0.59 psi Allowable Maximum Nodal Pressure Imbalance. 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0067 psi Actual Average Nodal Pressure Imbalance: 0.0006 psi Actual Maximum Nodal Flow Imbalance: 0.2012 gpm Actual Average Nodal Flow Imbalance- 0.0110 gpm 1,,Qvdrall Network-Summary Number Of Unique Pipe Sections: 36 Number Of Flowing Sprinklers: 16 Pipe System Water Volume, 101.04 gal Sprinkler Flow- 371.34 gpm Non-Sprinkler Flow- 0.00 gpm Demand Flow Excluding Exterior Hose Flow: 371.34 gpm Exterior Hose Flow: 250.00 gpm Minimum Required Residual Pressure At System Inflow 41 73 psi Node: Demand Flow At System Inflow Node: 621.33 gpm C:\...\2nd Floor Area#4.fiw Friday, May 31, 2019, 10.55 AM EINSTEIN SQUARE 54180 MAIN RD - AREA 5 Fire Sprinkler Reports L � for Glenn.Heidtmann° 7675 Cox Lane e ` Cutchogue, New York e Prepared By John J.Condon, P.E Condon Engineenng,P.C. 1755 Sigsbee Road Mattituck, New York 631-298-1986 June 1,2019 Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,,lnc.1 Condon Engineering {' �'�" Einstein Square 54180 Main Rd-Area'5, Mattituck, NY°11952 } - = Pa e2, General Project Data Report General Data Project Title: Einstein Square 54180 Main Rd- Project File Name: 2nd Floor Area#5..fiw Area 5 Designed By: John J. Condon, P.E. Date: June 1, 2019 Code Reference: NFPA 13 Approving Agency: LOCAL JURISDICTION Client Name- Glenn Heidtmann Phone: Address: 7675 Cox Lane City, State Zip Code: Cutchogue , New York Company Name: Condon Engineering, P.C. Representative: John J. Condon, P.E. Company Address: 1755 Sigsbee Road City And State: Mattituck, New York Phone: 631-298-1986 Building Name: Einstein Square Building Owner. Contact at Building: Phone at Building: Address Of Building: 54180 Main Road City, State Zip Code: Southold, New York 11971 Project Data Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 1536 ft2 Maximum Area Per Sprinkler: 225 ft2 Default Sprinkler K-Factor: 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance. 0.00 gpm Outside Hose Stream Allowance: 250.00 gpm In Rack Sprinkler Allowance 0.00 gpm Sprinkler Specifications Make: Reliable Model- G5-56 Size: 1/2 Temperature Rating: 165 F NONE Water Supply Test 'Data Source Of Information: SCWA Test Hydrant ID: 820068000 Date Of Test. 6-25-2018 Hydrant Elevation: 0 ft Static Pressure 44.00 psi Test Flow Rate: 202600 gpm Test Residual Pressure: 29 00 psi Calculated System Flow Rate: 524.51 gpm Calculated Inflow Residual Pressure* 41.60 psi Available Residual Pressure At 42.77 psi System Flow: Calculation Project Data Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ftl Maximum Water Velocity: 20.00 ft/s Maximum Frictional Loss/ 100 feet. 20.00 psi Number Of Active Nodes: 30 Number Of Active Pipes: 29 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 12 Number Of Inactive Sprinklers: 0 C:\...\2nd Floor Area#5.fiw Friday, May 31, 2019, 10:58 AM 'Fire-Fire.Sprinkler Hydraulics Calculatiori Program, Elite Software Development,Inc:, CondonEngineering �`. Einstein Square 54180 Main Rd-Area 5 1 Mat stuck, NY 11952 1 Pa e 3 Fire Sprinkler Input Data Node Input Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia. KFactor(K) Estimate (psi) Branch Non- Flow(gpm) No Branch Description (in) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 5.60 16.63 2000 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 16.14 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 3 Sprinkler A 5.60 17.54 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 4 Sprinkler A 560 16.47 20.00 000 ---- 0.000 0.0 ---- 0.0 0.00 5 Sprinkler A 5.60 1623 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 6 Sprinkler A 5.60 1630 2000 0.00 ---- 0.000 0.0 ---- 0.0 0.00 7 Sprinkler A 5.60 16.82 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 8 Sprinkler A 5.60 16.50 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 9 Sprinkler A 560 16.34 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 10 Sprinkler A 5.60 16.38 20.00 0.00 ---- 0.000 0.0 ---- 0 0 0.00 11 Sprinkler A 5.60 1723 20.00 0.00 ---- 0.000 0.0 ---- 0.0 000 12 No Discharge ---- N/A 17.71 20.00 0.00 ---- 0 000 0.0 ---- 0.0 0.00 13 No Discharge ---- N/A 17.76 2000 0.00 ---- 0.000 0.0 ---- 0.0 0.00 14 No Discharge ---- N/A 17.52 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 15 Sprinkler A 5.60 17.70 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 16 No Discharge ---- N/A 17.92 20.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 i C:\...\2nd Floor Area#5.fiw Friday, May 31, 2019, 10:58 AM t I Fi e6,'=Fi irbI pri nkl6r'HVd raiulics�Ceilcu lation-Prbq ram "Elite Sdft*#e'Devel r ins 0 0 6`hdori Engineering- teiri'8�6uare�5418 Makeitukk,`NY 11952- age Fire Sprinkler Input Data [Pipe'Input Data Beg. End Nominal Type Fitting Nominal Fitting Total CFactor Pipe Description Diameter Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 12 SCHED 40 STEEL BLK 1 000 0 T 3.00 350 6.50 120 2 13 SCHED 40 STEEL BLK 1.000 0 T 6.50 3.50 10.00 120 4 3 SCHED 40 STEEL BLK 1.000 0 6.50 000 6.50 120 3 12 SCHED 40 STEEL BLK 2.000 0 L 5.50 2.10 7.60 120 5 14 SCHED 40 STEEL BLK 1.000 0 L 6.50 1.40 7.90 120 6 14 SCHED 40 STEEL BLK 1.000 0 T 4.00 3.50 7.50 120 7 16 SCHED 40'STEEL BLK 1.000 0 T 3.00 3.50 6.50 120 8 17 SCHED 40 STEEL BLK 1.000 0 8.00 0.00 8.00 120 9 17 SCHED 40 STEEL BLK 1.000 0 T 550 350 9.00 120 10 18 SCHED 40 STEEL BLK 1.000 0 T 5.50 3.50 9.00 120 11 19 SCHED 40 STEEL BLK 1.000 0 T 1.00 350 4.50 120 12 13 SCHED 40 STEEL BLK 2.000 0 1.00 0.00 1.00 120 13 20 SCHED 40 STEEL BLK 2.000 0 T 13.00 710 20.10 120 14 15 SCHED 40 STEEL BLK 2.000 0 8.50 0.00 8.50 120 15 16 SCHED 40 STEEL BLK 2.000 0 4.50 0.00 4.50 120 16 28 SCHED 40 STEEL BLK 2.000 0 T 11 50 7.10 1860 120 17 18 SCHED 40 STEEL BLK 2.000 0 2.00 0.00 2.00 120 18 19 SCHED 40 STEEL BLK 2.000 0 3.00 0.00 3.00 120 19 34 SCHED 40 STEEL BLK 2000 0 T 12.00 7.10 19.10 120 20 28 SCHED 40 STEEL BLK 4000 0 12.50 0.00 12.50 120 28 34 SCHED 40 STEEL BLK 4.000 0 10.00 0.00 10.00 120 34 41 SCHED 40 STEEL BLK 4.000 0 T 25.50 14.20 39.70 120 41 42 SCHED 40 STEEL BLK 4.000 0 L 200 4.20 620 120 42 43 SCHED 40 STEEL BLK 4.000 0 L 9.00 4.20 13.20 120 43 48 SCHED 40 STEEL BLK 4.000 0 2L 28.50 8.40 36.90 120 C:\...\2nd Floor Area#5.fiw Friday, May 31, 2019, 10:58 AM �'Fir`e;-F,ird'.Sprinkler Hydraulics.Calculatidn-Program ;;,x` Elite Softin►are:Development,lncst Condon'Engineering; - ti`Y `Einstem`Square 5418 ..Main Rd=Area 6' Mattitu&I,,NYA 1952; Fire Sprinkler Input Data "Pipe Input Data (cont'd) Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node - (inch) Group Data (feet) (feet) (feet) psi) 48 50 SCHED 40 STEEL BLK 4.000 0 E 2.00 7.10 9.10 120 50 52 Backflo Prev 7.500 Loss 52 56 SCHED 40 STEEL BLK 4.000 0 2E 8.00 14.20 22.20 120 56 60 SCHED 40 STEEL BLK 4.000 0 ET 28.00 21.30 49.30 120 C:\...\2nd Floor Area#5.fiw Friday, May 31, 2019, 10:58 AM M 89:0 L '6 LOZ 'L e AeW 'A8PPJ M1j-9#Beiv ioolj puZ\...\•o 9089- 0 6L 8L 8£'9tl 0 LL 9L 000000 981L 00'0 00'0 00'0 L97Z 0 OL 8L 8E,9tr 0 9L LL ti9'ZZ 0 6 LL 00000'0 Z8'LL 00,0 OTO 00'0 tiL'ZZ 0 8 LL OL'L6- 0 8Z 9L EL'89 0 9L 9L 00000'0 Z61 00'0 00'0 00'0 L67Z 0 L 9L EL 89- 0 9L 9L 0£000'0 OL LL 00'0 00'0 99'EZ LL'9t, 0 bL 9L LL'9t- 0 9L t L L9'ZZ 0 9 K 000000 Z9'LL 00'0 000 00*0 99 ZZ 0 9 t7L Z9'L6- 0 OZ EL ZO'69 0 Z L E L 9Z000'0- 9L LL 00'0 000 00'0 09 ZZ 0 Z £L ZO 69- 0 E L Z L 8L'9t, 0 E z 00000'0 LL LL 00'0 000 00'0 b8 ZZ 0 L ZL 9Z000'0 EZ LL 00'0 00*0 i7Z'£Z bZ,EZ- 0 6L LL OZ000 0 8£'9 L 00'0 00'0 L9'ZZ L9'ZZ- 0 9L OL OZ000 0 t1E'9L OTO 00',0 b9'ZZ b9'ZZ- 0 LL 6 LZ000'0 09'94 00'0 00'0 tiL'ZZ tL'ZZ- 0 LL 8 EZ000 0 Z8'9L 000 00'0 L6'ZZ L6'ZZ- 0 9L L 6L000 0 0£'94 00'0 00'0 L9'ZZ L9 ZZ- 0 K 9 64000 0 EZ'9L 00'0 00'0 997Z 99'ZZ- 0 t;lL 9 ZZ000'0 Lt,'9L 00'0 00'0 £L'ZZ £L'ZZ- 0 £ t? 8L'9b- 0 z E LE000 0 1791L 00'0 00'0 9t?£Z EL ZZ 0 V £ 8Z000'O K'9L 00'0 000 09'ZZ 09'ZZ- 0 EL Z E9'9L 00'0 000 ti8'ZZ ti8'ZZ- 0 ZL L (wd6)apoN (lsd)ainss9Jd (wd6) (wd6) (w (wd6) dnao apoN apoN •698IVmou lenplsa,.l (-) ul (+);no apoN 6913 }y 91e�1 MOIJ edA_L -pu3 -698 eouelegwl apoN -698 mold jel�uudg-uoN mol j jelMuudg adid edid }uawOeS edld s;sa 4ndln0 sBusdnojE aPOW lIBJ anp: e;ea jndjnp iepjupdS eii� �,a ed. . s, 256,4 L kN Vn;il}eW- J,. _ f5g•eaay P2i u!eW`084tig aaenbg u.9;sui3;" ",. Buuaaut6u3 uoPuo�, : . "au!,`;uawdo�anaQ wea6ad uopejna!en sa!tineap�H Ja!�lu!adg;'eal� Ti =Fir6 Sprinkler Hydraulics Calculation Program` t f:" _ Elite°Software Development,lnc: Condon Engineenng _ ,,.Einstein Square`54180:Main Rd-Area 5.a iMattituck;`NY";11952• " Page 8sa Fire Sprinkler Output Data Overall Node Groupings Output Data (cont'd) Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm) 19 11 0 23.24 0.00 0.00 0.00 18.00 0.00000 19 18 0 68.05 19 34 0 -91.29 20 13 0 91.52 0.00 0.00 0.00 19.37 0.00000 20 28 0 -91.52 28 16 0 91.70 0.00 0.00 0.00 19.40 0.00000 28 20 0 91.52 28 34 0 -183.22 34 19 0 91.29 0.00 0.00 0.00 19.52 0.00000 34 28 0 183.22 34 41 0 -274.51 41 34 0 274.51 000 000 0.00 20.46 0.00000 41 42 0 -274.51 42 41 0 274.51 000 0.00 0.00 20.60 000000 42 43 0 -274.51 43 42 0 274.51 0.00 0.00 0.00 24.81 0.00000 43 48 0 -274.51 48 43 0 274.51 0.00 0.00 0.00 25.69 0.00000 48 50 0 -274.51 50 48 0 274.51 0.00 000 000 2807 -0.13233 50 52 0 -274.65 52 50 0 274.65 0.00 000 0.00 35.58 0.13233 52 56 0 -274.51 56 52 0 274.51 0.00 0.00 0.00 40.43 0.00000 56 60 0 -274.51 60 56 0 274.51 0.00 0.00 -274.51 41.60 C:\...\2nd Floor Area#5.fiw Friday, May 31, 2019, 10:58 AM e' Fire`Sprinkler Hydraulics Calculation Program:- F ". '; = = Elite Software-Development,;lncw-, Condon Engineering V ' Einstein Square 54180 Main Rd" 5 Mattituck;NY 11952 ' r = • Pa q e.9 1 Fire Sprinkler Output Data Overall Pipe Output"Data Beg. Nodal Spk/Hose Residual Nom. Dia q (gpm) F. L./ft Pipe-Len PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 4 5.60 2000 22.73 16.47 1.00 22.73 0.16492 6.50 1.072 3 5.60 20.00 23.46 17.54 1.049 2273 ----- 000 0.000 SCHED 40 STEEL BLK 120 8.44 0 6.50 1.072 1 5.60 20.00 22.84 16.63 1.00 22.84 0.16642 3.00 1.082 12 0.00 20.00 0.00 17.71 1049 22.84 T 3.50 0.000 SCHED 40 STEEL BLK 120 848 0 650 1.082 3 560 20.00 2346 17.54 2.00 23.46 0.02251 5.50 0.171 12 0.00 20.00 000 17.71 2067 46.18 L 2.10 0 000 SCHED 40 STEEL BLK 120 442 0 760 0.171 2 5.60 20.00 22.50 16.14 1.00 22.50 0.16188 6.50 1.619 13 0.00 20.00 000 17.76 1.049 22.50 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.35 0 10.00 1.619 12 000 2000 0.00 17.71 2.00 0.00 0.04735 1 00 0.047 13 0.00 20.00 0.00 17.76 2.067 69.02 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 6.60 0 1 00 0.047 5 560 20.00 22.56 16.23 1 00 22.56 0.16273 6.50 1.286 14 0.00 2000 0.00 17.52 1.049 22.56 L 1.40 0.000 SCHED 40 STEEL BLK 120 8.38 0 7.90 1.286 6 5.60 20.00 22.61 16.30 1.00 2261 0.16329 4.00 1.225 14 0.00 20.00 0.00 17.52 1.049 22.61 T 3.50 0.000 SCHED 40 STEEL BLK 120 839 0 7.50 1.225 14 0.00 20.00 0.00 17.52 2.00 0.00 0.02161 850 0.184 15 5.60 20.00 23.56 17.70 2.067 45.17 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 432 0 850 0.184 7 5.60 20.00 22.97 16.82 1.00 22.97 0.16817 3.00 1093 16 0.00 2000 000 17.92 1.049 22.97 T 350 0 000 SCHED 40 STEEL BLK 120 8.53 0 6.50 1.093 15 560 20.00 2356 17.70 2.00 23.56 0.04698 4.50 0 211 16 0.00 2000 0.00 17.92 2.067 68.73 ----- 000 0.000 SCHED 40 STEEL BILK 120 6.57 0 4.50 0 211 8 5.60 20.00 22.74 16.50 100 22.74 0.16516 8.00 1.321 17 000 20.00 0.00 17.82 1.049 22.74 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 8.44 0 8.00 1.321 9 5.60 20.00 22.64 16.34 1.00 22.64 0.16374 5.50 1474 17 0.00 20.00 0.00 17.82 1.049 22.64 T 350 0.000 SCHED 40 STEEL BLK 120 8.40 0 900 1.474 C:\...\2nd Floor Area#5.fiw Friday, May 31, 2019, 10:58 AM Fire Fire Sprinkl_er,Hydraulic`s'Calculation Program' :a Elite Sof vare`Developinent,tlnc, Condon Engineering _ „ ., Einkei6.Square•54,180'.Mairi ftd.-Area 5 Mattituck;NY.;11952 ` k "Pa•'e;10: Fire Sprinkler Output Data ®vera11 Pipe,Outp.utData (confd) Beg. Nodal Spk/Hose Residual Nom Dia. q (gpm) F L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 10 5.60 20.00 22.67 1638 1.00 2267 0.16412 5.50 1.477 18 0.00 20.00 0.00 1786 1.049 2267 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.41 0 9.00 1.477 17 0.00 20.00 0.00 1782 2.00 0.00 0.02180 2.00 0.044 18 0.00 20.00 0.00 17.86 2067 45.38 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 4.34 0 2.00 0.044 11 5.60 20.00 23.24 17.23 1.00 23.24 0.17190 1.00 0.774 19 000 20.00 000 18.00 1.049 23.24 T 3.50 0.000 SCHED 40 STEEL BLK 120 8.63 0 4.50 0.774 18 0.00 20.00 000 17.86 2.00 0.00 0.04613 3.00 0.138 19 0.00 20.00 0.00 18.00 2.067 68.05 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 6.51 0 3.00 0.138 13 000 20.00 0.00 17.76 2.00 0.00 0.07981 13.00 1.604 20 0.00 20.00 000 19.37 2.067 91.52 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.75 0 2010 1.604 16 0.00 20.00 0.00 17.92 200 0.00 008009 11.50 1.490 28 000 20.00 0.00 19.40 2.067 91.70 T 7.10 0.000 SCHED 40 STEEL BLK 120 8.77 0 18.60 1.490 20 0.00 20.00 0.00 19.37 4.00 0.00 0.00310 12.50 0.039 28 0.00 20.00 0.00 19.40 4.026 91.52 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 2.31 0 12.50 0.039 19 000 2000 0.00 18.00 2.00 000 0.07944 12.00 1.517 34 0.00 20.00 0.00 19.52 2.067 91.29 T 7.10 0.000 SCHED 40 STEEL BLK 120 873 0 19.10 1.517 28 0.00 20.00 0.00 1940 4.00 000 0.01121 10.00 0.112 34 000 20.00 000 1952 4.026 183.22 ----- 000 0.000 SCHED 40 STEEL BLK 120 462 0 10.00 0.112 34 0.00 20.00 000 19.52 4.00 0.00 0.02369 2550 0.941 41 0.00 2000 000 20.46 4.026 274.51 T 14.20 0.000 SCHED 40 STEEL BLK 120 692 0 3970 0.941 41 0.00 20.00 0.00 20.46 400 0.00 0.02369 2.00 0 147 42 0.00 20.00 0.00 20.60 4.026 274.51 L 4.20 0.000 SCHED 40 STEEL BLK 120 6.92 0 6.20 0.147 42 0.00 20.00 0.00 20.60 4.00 0.00 0.02369 9.00 0.313 43 0.00 1100 0.00 24.81 4.026 274.51 L 4.20 3.897 SCHED 40 STEEL BLK 120 6.92 0 13.20 4.210 C:\.. \2nd Floor Area#5.fiw Friday, May 31, 2019, 10:58 AM Fi e`�'Eire`S rinklerKH draulics`Calculation P.ro ram Elite Softwa�e`D'evelopment, P Y. 9 -3, �' ` „ Einstein:Square'54180:MainRd Condon`Endineen g; ;Mattituck;•NY..11952: - Fire Sprinkler Output Data :'.Overall Pipe'Output;Data (cont'd) = Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) End. KFactor Discharge Pressure Inside Dia Elevation Q (gpm) (psi/ft) Fit-Len. PE-(psi) (feet) (gp ) (psi) Velocity Fittings Tot-Len. -(psi) Node (K) mC-Value (fps) Type-Grp (ft) PT 43 0.00 11.00 0.00 24.81 4.00 000 0.02369 28.50 0.874 48 000 11.00 000 25.69 4.026 274.51 2L 8.40 0.000 SCHED 40 STEEL BLK 120 6.92 0 36.90 0.874 48 000 11.00 0.00 25.69 400 0.00 002369 2.00 0.216 50 0.00 6.00 0.00 28.07 4.026 274.51 E 7.10 2.165 SCHED 40 STEEL BLK 120 6.92 0 9.10 2.381 50 Backflo 6.00 28.07 274.65 Prev 52 7.50 psi 6.00 35.58 52 0.00 6:00 0.00 35.58 4.00 0.00 0.02369 8.00 0.526 56 0.00 -4.00 0.00 40.43 4.026 274.51 2E 14.20 4.330 SCHED 40 STEEL BLK 120 6.92 0 22.20 4.856 56 0.00 -4.00 0.00 40.43 4.00 0.00 0.02369 28.00 1.168 60 0.00 -4.00 0.00 41.60 4.026 274.51 ET 21.30 0.000 SCHED 40 STEEL BLK 120 692 0 49.30 1 168 C:\...\2nd Floor Area#5.fiw Friday, May 31, 2019, 10:58 AM _ S _ Eflt e.So r.e -Qq yolo "t-" N ;C6ndoh Engpe E'nstei7 re.54180", "Wiftituck,NYnS aa Fire Sprinkler Output Summary 1.�Hydeauiict,ii,Y,Most,Demainding,,Sprinklet Node HMD Sprinkler Node Number: 2 HMD Actual Residual Pressure: 16.14 psi HMD Actual GPM: 22.50 gpm Sprinkler Summary,. Sprinkler System Type: Wet Specified Area Of Application' 1536.00 ft' Minimum Desired Density: 0.100 gpM/ft2 Application Average Density: 0.179 gpm/ft2 Application Average Area Per Sprinkler: 128.00 ft2 Sprinkler Flow: 274.52 gpm Average Sprinkler Flow: 22.88 gpm llfl 6W?Vebp6ity And Imbalande Summ ary Maximum Flow Velocity( In Pipe 16-28) 8.77 ft/sec Maximum Velocity Pressure ( In Pipe 16-28) 052 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0065 psi Actual Average Nodal Pressure Imbalance: 0.0007 psi Actual Maximum Nodal Flow Imbalance: 0.1323 gpm Actual Average Nodal Flow Imbalance: 0.0089 gpm Overall Network Summary Number Of Unique Pipe Sections- 29 Number,Of Flowing Sprinklers: 12 Pipe System Water Volume: 95.85 gal Sprinkler Flow: 274.52 gpm Non-Sprinkler Flow: 0.00 gpm Demand Flow Excluding Exterior Hose Flow: 274.52 gpm Exterior Hose Flow: 25000 gpm Minimum Required Residual Pressure At System Inflow 41.60 psi Node: Demand Flow At System Inflow Node: 524.51 gpm C:X...\2nd Floor Area#5.fiw Friday, May 31, 2019, 10:58 AM t EINSTEIN SQUARE 54180 MAIN RD - ATTIC #6 Fire Sprinkler Reports J�c for Glenn Heidtmann 7675 Cox Lane Cutchogue , New York P 4 0 f 0516gq Prepared By: John Condon Condon Engineering,P.C. 1755 Sigsbee Road Mattituck,New York 631-298-1986 June 1,2019 ro ra b��Ote k �F in 16ulaWfiR ',-E1ite--Softwdi6,Dev61 4� I�" I ti 'I U� 80 a -952,r' e n '*6gi�e in6�, 77' kitfi6c�,N General Project Data Report J,Gdneiral Data-, Project Title: Einstein Square 54180 Main Rd- Project File Name: Attic Area#6..fiw Attic#6 Designed By: John Condon Date. June 1, 2019 Code Reference: NFPA 13 Approving Agency: LOCAL JURISDICTION Client Name: Glenn Heidtmann Phone: Address: 7675 Cox Lane City, State Zip Code: Cutchogue , New York Company Name: Condon Engineering, P.0 Representative: John J Condon, P.E. Company Address: 1755 Sigsbee Road City And State* Mattituck, New York Phone: 631-298-1986 Building Name: Einstein Square Building Owner. Contact at Building: Phone at Building: Address Of Building: 54180 Main Road City, State Zip Code: Southold, New York 11971 lljrojed,Patat,". Description Of Hazard: Light Hazard Sprinkler System Type: Wet Design Area Of Water Application: 1500 ft2 Maximum Area Per Sprinkler: 225 ft2 Default Sprinkler K-Factor. 5.60 K Default Pipe Material: SCHED 40 STEEL BLK Inside Hose Stream Allowance. 0.00 gpm Outside Hose Stream Allowance- 250.00 gpm In Rack Sprinkler Allowance: 0.00 gpm Sprinkler Specifications Make: Reliable Model: FlFR56 Size: 1/2 Temperature Rating: 165 F NONE lWater.$001y, Te6t, Data- - — Source Of Information: SCWA Test Hydrant ID: 820068000 Date Of Test: 6-25-2018 Hydrant Elevation: 0 ft Static Pressure: 44.00 psi Test Flow Rate: 2026.00 gpm Test Residual Pressure: 29.00 psi Calculated System Flow Rate: 436.45 gpm Calculated Inflow Residual Pressure. 42.98 psi Available Residual Pressure At 43.12 psi System Flow: l,cc-li'tt;latib'n:projqtt,-'Data, --------------- Calculation Mode: Demand HMD Minimum Residual Pressure: 7.00 psi Minimum Desired Flow Density: 0.10 gpm/ft, Maximum Water Velocity- 20.00 ft/s Maximum Frictional Loss/ 100 feet: 20.00 psi Number Of Active Nodes 17 Number Of Active Pipes: 16 Number Of Inactive Pipes: 0 Number Of Active Sprinklers: 8 Number Of Inactive Sprinklers: 0 C:\...\Attic Area#6.fiw Friday, May 31, 2019, 11:09 AM ;;Fire;=Fire Sprinkler Hydraulics Calculation°Program,', Elite'Softwa�epevelopment; Condori:Engineering: _ Eiristein Square 54180 Main Rd "Attiq Mattituck;NY 11952. age 3'i Fire Sprinkler Input Data ,Node Input Data Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch DiaKFactor(K) Estimate (psi) Branch Non- Flow(gpm) . No. Branch Description (i�) Branch Len. Branch Stnd Stnd Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 1 Sprinkler A 560 16.86 27.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 2 Sprinkler A 5.60 16.96 2700 0.00 ---- 0.000 0.0 ---- 0.0 0.00 11 Sprinkler A 5.60 17.67 23.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 12 Sprinkler A 560 17.79 23.00 000 ---- 0.000 0.0 ---- 0.0 0.00 13 Sprinkler A 5.60 16.14 27.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 14 Sprinkler A 5.60 1623 27.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 15 Sprinkler A 560 18.43 23.00 0.00 ---- 0.000 0.0 ---- 0 0 0.00 16 Sprinkler A 5.60 18.57 23.00 0.00 ---- 0.000 0 0 ---- 0.0 0.00 20 No Discharge ---- N/A 1910 2300 0.00 ---- 0.000 0.0 ---- 0.0 0.00 22 No Discharge ---- N/A 17.64 27.00 0.00 ---- 0.000 0.0 ---- 0 0 0.00 24 No Discharge ---- N/A 19.72 23.00 0.00 ---- 0 000 0.0 ---- 0.0 0.00 43 No Discharge ---- N/A 25.14 11.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 48 No Discharge ---- N/A 2780 6.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 50 No Discharge ---- N/A 27.81 6.00 000 ---- 0.000 0.0 ---- 0.0 0.00 52 No Discharge ---- N/A 37.82 600 0.00 ---- 0.000 0.0 ---- 0.0 0.00 56 No Discharge ---- N/A 42.41 -4.00 0.00 ---- 0.000 0.0 ---- 0.0 0.00 C-\...\Attic Area#6.fiw Friday, May 31, 2019, 11:09 AM Program:tram, Elite-S WNVefbpment, 6 tbhd dn Epgi�eeqn ;Einstein S6uard 54180 Main d,,;-"Atficg age. Fire Sprinkler Input Data [`,' Input' 'ilit Opti(dont'd) Area Group Sprinkler Pressure Node Elev(ft) Non-Sprinkler Node Node Description Branch Dia KFactor(K) Estimate (psi) Branch Non- Flow(gpm) No. Branch Description (in) Branch Len. Branch Stnd Strid Fittings Branch Sprk (ft) Fittings (ft) KFactor(K) 60 No Discharge ---- N/A 42.98 -4.00 0.00 ---- 0.000 0 0 ---- 0.0 0.00 C:\...\Attic Area#6.fiw Friday, May 31, 2019, 11:09 AM I Fire'-L Fire Sprinkler Hydraulics Calculation Program , _s h '; 'Elite,Software"Development,Incl Condon Engineering •-Einstein•Square 54180 Main.d-'Attic#6a Mattituck, NY•11952 r. k Pa e_"5. Fire Sprinkler Input Data Pipe Input Data Nominal Nominal Fitting Total CFactor Beg. End. Pipe Description Diameter Type Fitting Length Length Length (gpm/inch- Node Node (inch) Group Data (feet) (feet) (feet) psi) 1 2 SCHED 40 STEEL BLK 2.000 0 17.50 0.00 17.50 120 2 22 SCHED 40 STEEL BLK 2.000 0 T 23.00 7.10 30.10 120 11 12 SCHED 40 STEEL BLK 2.000 0 E 14.00 3.50 17.50 120 12 14 SCHED 40 STEEL BLK 2.000 0 7.50 0.00 7.50 120 13 14 SCHED 40 STEEL BLK 2.000 0 T 7.50 7.10 14.60 120 14 16 SCHED 40 STEEL BLK 2.000 0 7.50 0.00 7.50 120 15 16 SCHED 40 STEEL BLK 2.000 0 T 14.00 7.10 21.10 120 16 20 SCHED 40 STEEL BLK 3.000 0 2E 11.00 9.80 20.80 120 20 24 SCHED 40 STEEL BLK 3.000 0 E 19.00 4.90 23.90 120 22 24 SCHED 40 STEEL BLK 2.000 0 T 8.50 7.10 15.60 120 24 43 SCHED 40 STEEL BLK 4.000 0 E 12.00 7.10 19.10 120 43 48 SCHED 40 STEEL BLK 4.000 0 2E 28.50 1420 42.70 120 48 50 SCHED 40 STEEL BLK 4.000 0 1.50 0.00 150 120 50 52 Backflo Prev 10.000 Loss 52 56 SCHED 40 STEEL BLK 4.000 0 2E 8.00 14.20 22.20 120 56 60 SCHED 40 STEEL BLK 4.000 0 ET 28.00 21.30 49.30 120 C:\...\Attic Area#6.fiw Friday, May 31, 2019, 11:09 AM Fire-Fire Sprinkler Hydraulics Calculation Program Elite Software Development,,'lnc:, Condon Engineering ti Einstein Square 54180 Main Rd'-Attic#6` Mattituck, NY 11952 , { 's Pa e 6 Fire Sprinkler Output Data Overall Node Groupings Output Data Pipe Segment Pipe Pipe Sprinkler Flow Non-Sprinkler Flow Beg. Node Imbalance Beg. End. Type Flow Rate At Beg. Node Out(+) In (-) Residual Flow At Beg. Node Node Group (gpm) (gpm) (gpm) (gpm) Pressure (psi) Node (gpm) 1 2 0 -22.99 22.99 0.00 0.00 16.86 2 1 0 2299 23.06 0.00 0.00 16.96 0.00016 2 22 0 -46.06 11 12 0 -23.54 23.54 000 0.00 17.67 0.00013 12 11 0 23.54 23.62 0.00 0.00 17.79 0.00013 12 14 0 -4716 13 14 0 -22.50 22.50 0.00 0.00 16.14 0.00218 14 12 0 47.16 22.56 0.00 0.00 16.23 -0.00202 14 13 0 22.50 14 16 0 -92.22 15 16 0 -24.04 24.04 0.00 0.00 18.43 0.00015 16 14 0 92.22 24.13 0.00 0.00 18.57 0.00016 16 15 0 24.04 16 20 0 -140.39 20 16 0 14039 000 0.00 0.00 19.10 000000 20 24 0 -140.39 22 2 0 46.06 0.00 0.00 0.00 17.64 0.00000 22 24 0 -46.06 24 20 0 140.39 0.00 0.00 0.00 19.72 0.00000 24 22 0 46.06 24 43 0 -186.45 43 24 0 186.45 0.00 0.00 0.00 25.14 0.00000 43 48 0 -186.45 48 43 0 186.45 0.00 000 0.00 27.80 0.00000 48 50 0 -186.45 50 48 0 186.45 000 0.00 0.00 27.81 -0.06242 50 52 0 -186.51 52 50 0 186.51 0.00 0.00 0.00 37.82 0.06242 52 56 0 -186.45 56 52 0 186.45 0.00 0.00 0.00 42.41 0.00000 56 60 0 -186.45 60 56 0 186.45 0.00 0.00 -186.45 42.98 C:\...\Attic Area#6.fiw Friday, May 31, 2019, 11:09 AM Fire'' Fire$ rinkler H draiilics Calculation'Pro rarri = Elite Software�Develo menta Inc`,' p Y. 9 _., . p r CondomEngineenng` Einstein Square 54180°,Main Rd-`Attic#6' :'Mattituck,.NY',',1'1952. t `S :P..a e 7°1 Fire Sprinkler Output Data Overall Pipe'0- Data Beg. Nodal Spk/Hose Residual Nom. Dia. q (gpm) F. L./ft Pipe-Len. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) Node (K) (feet) (gpm) (psi) C-Value Velocity Fittings Tot-Len. PT-(psi) (fps) Type-Grp (ft) 1 5.60 27.00 22.99 16.86 2.00 22.99 0.00619 17.50 0.108 2 5.60 27.00 23.06 16.96 2.067 22.99 ----- 0.00 0.000 SCHED 40 STEEL BLK 120 220 0 17.50 0.108 11 5.60 23.00 23.54 1767 2.00 2354 0.00647 14.00 0.113 12 5.60 23.00 23.62 1779 2067 23.54 E 3.50 0.000 SCHED 40 STEEL BLK 120 2.25 0 17.50 0.113 12 5.60 23.00 23.62 1779 2.00 2362 0.02340 750 0.176 14 560 27.00 2256 16.23 2.067 47.16 ----- 0.00 -1.732 SCHED 40 STEEL BLK 120 4.51 0 7.50 -1.556 13 5.60 27.00 22.50 16.14 2.00 22.50 0.00595 750 0.087 14 5.60 27.00 22.56 16.23 2.067 22.50 T 7.10 0.000 SCHED 40 STEEL BLK 120 2.15 0 14.60 0 087 14 5.60 27.00 22.56 16.23 2.00 22.56 0.08094 7.50 0.607 16 5.60 2300 2413 18.57 2.067 92.22 ----- 0.00 1.732 SCHED 40 STEEL BLK 120 8.82 0 7.50 2.339 15 5.60 23.00 24.04 18.43 2.00 24.04 0.00673 1400 0.142 16 5.60 2300 24.13 18.57 2.067 24.04 T 7.10 0 000 r SCHED 40 STEEL BLK 120 2.30 0 21.10 0 142 16 5.60 23.00 24.13 1857 3.00 24.13 0.02574 11.00 0.535 20 0.00 23.00 0.00 19.10 3.068 140.39 2E 9.80 0.000 SCHED 40 STEEL BLK 120 6.09 0 20.80 0 535 2 5.60 27.00 23.06 16.96 2.00 23.06 0.02240 23.00 0.674 22 0.00 27.00 0.00 1764 2.067 46.06 T 710 0.000 SCHED 40 STEEL BLK 120 4.40 0 3010 0.674 20 000 23.00 0.00 19.10 3.00 0.00 0.02574 19.00 0.615 24 0.00 23.00 000 19.72 3.068 140.39 E 4.90 0.000 SCHED 40 STEEL BLK 120 6.09 0 23.90 0.615 22 000 27.00 000 17.64 2.00 0.00 0.02240 8.50 0.349 24 0.00 23.00 0.00 19.72 2.067 46.06 T 7.10 1.732 SCHED 40 STEEL BLK 120 4.40 0 1560 2.081 24 0.00 23.00 0.00 19.72 400 0.00 0.01158 12.00 0.221 43 0.00 1100 0.00 25.14 4.026 186.45 E 7.10 5.196 SCHED 40 STEEL BLK 120 4.70 0 19.10 5.417 43 0.00 11.00 0.00 25.14 4.00 000 0.01158 28.50 0.495 48 0.00 6.00 000 27.80 4.026 18645 2E 14.20 2.165 SCHED 40 STEEL BLK 120 4.70 0 42.70 2 660 C:\ ..\Attic Area#6.fiw Friday, May 31, 2019, 11:09 AM 11 Fire'=�F,ire Sprinkler Hydraulics Calculation Program= Elite Software'Deyelop"ment,',IPcA :don 'I Einstein Square 54180"Main Rd 'Attic#6'3 Mattituck,NY, 11952 = Pa ce # Fire Sprinkler Output Data Overall Pipe Output.Data (cont'd) Beg. Nodal Spk/Hose Residual Nom. q (gpm) F. L./ft Pipe-Len.Dia. PF-(psi) Elevation Q (gpm) (psi/ft) Fit-Len. End. KFactor Discharge Pressure Inside Dia. PE-(psi) (feet) Velocity Fittings Tot-Len. Node (K) (gpm) (psi) C-Value (fps)' Type-Grp (ft) PT-(psi) 48 0.00 600 0.00 27.80 4.00 0.00 0.01158 1.50 0.017 50 0.00 6.00 0.00 27.81 4.026 186.45 ----- 0.00 0.000 SCHED 40 STEEL BLK . 120 4.70 0 1.50 0.017 50 Backflo 6.00 27.81 186.51 Prev 52 10.00 psi 6.00 37.82 52 0.00 6.00 0.00 37.82 4.00 0.00 0.01158 8.00 0.257 56 000 -4.00 000 42.41 4.026 186.45 2E 14.20 4.330 SCHED 40 STEEL BLK 120 4.70 0 22.20 4.587 56 0.00 -4.00 0.00 42.41 4.00 0.00 0.01158 28.00 0.571 60 0.00 -4.00 0.00 42.98 4.026 186.45 ET 21.30 0.000 SCHED 40 STEEL BLK 120 4.70 0 49.30 0.571 C:\...\Attic Area#6.fiw Friday, May 31, 2019, 11:09 AM Fire'=,Fire Sprinkler'Hy',dr,"aulics Calculation Program Elite Software Development;Inc: CondonEngineering, 'Emstem Square 54180 Main Rd=Attic#6 Mattituck;NY"11952'T J` ,. ' pa a g: Fire Sprinkler Output Data ,Overall Sprinkler Output Data Flowing Area Group Sprinkler Sprinkler Residual Flowing Area Flowing Sprinkler Sprinkler Elevation Pressure 2 Density Discharge Node No. Code KFactor(K) (feet) (psi) (ft) (gpm/ft2) (gpm) 1 A 5.60 27.00 16.86 225.00 0.102 22.99 2 A 5.60 27.00 16.96 225.00 0.103 23.06 11 A 5.60 23.00 17.67 225.00 0.105 23.54 12 A 5.60 23.00 17.79 225.00 0.105 23.62 13 A 5.60 27.00 16.14 225.00 0.100 22.50 14 A 5.60 27.00 16.23 225.00 0.100 22.56 15 A 5.60 23.00 18.43 225.00 0.107 24.04 16 A 5.60 23.00 18.57 225.00 0.107 24.13 Sub Totals For Group A 1800.00 0.104 186.45 Totals For All Groups 1800.00 0.104 186.45 C:\...\Attic Area#6.fiw Friday, May 31, 2019, 11:09 AM ,fire-7 Fike Sprinkler Hydraulics Calculation Program - .- Elite Software Development,Inc, ;Condon E,ngineering, ;, .. ; - _1_ _ Einstein Square, 54180"Main Rd',='Attic#6� :Ma{tituck,NY.11982 Pa e,,t0 Fire Sprinkler Output Summary ,Hydraulically,,Most.Demanding Sprinkler Node HMD Sprinkler Node Number- 13 HMD Actual Residual Pressure: 16.14 psi HMD Actual GPM: 22.50 gpm Sprinkler Summary Sprinkler System Type: Wet Specified Area Of Application: 1500.00 ft' Minimum Desired Density: 0.100 gpm/ft2 Application Average Density: 0.124 gpm/ft2 Application Average Area Per Sprinkler: 187.50 ft2 Sprinkler Flow: 186.45 gpm Average Sprinkler Flow: 23.31 gpm FIoW'Velocity And Imbalance Summary : . Maximum Flow Velocity( In Pipe 14- 16) 8.82 ft/sec Maximum Velocity Pressure ( In Pipe 14- 16) 0.52 psi Allowable Maximum Nodal Pressure Imbalance: 0.0100 psi Actual Maximum Nodal Pressure Imbalance: 0.0061 psi Actual Average Nodal Pressure Imbalance: 0.0011 psi Actual Maximum Nodal Flow Imbalance: 0.0624 gpm Actual Average Nodal Flow Imbalance: 0.0076 gpm Overall Network Summary Number Of Unique Pipe Sections: 16 Number Of Flowing Sprinklers: 8 Pipe System Water Volume: 80.45 gal Sprinkler Flow: 186.45 gpm Non-Sprinkler Flow: 0.00 gpm Demand Flow Excluding Exterior Hose Flow: 186.45 gpm Exterior Hose Flow: 250.00 gpm Minimum Required Residual Pressure At System Inflow 42.98 psi Node: Demand Flow At System Inflow Node: 436.45 gpm C:\...\Attic Area#6.fiw Friday, May 31, 2019, 11:09 AM Fide Sprinkler Hydraulics Calculation,Program P Elite.Software"Deyelopinent"16, Condongineenng _ ` Einstein Square.54180 Main Rd,=.'!Attic#6q Mattituck;=NY,11952 r 'P, 1`1; Fire Sprinkler Output Data .Hydraulic Supply/Demand Graph 50 45 40 35 Q N 30 29 L U 25 N L a 20 15 1 10 5 0 3 6 9 12 15 18 21 24 27 30 Flowrate(x100) gpm Supply Curve Data Static Pressure: 44 psi Test Residual Pressure: 29 psi Test Flow Rate: 2026 gpm Demand Curve Data Calculated Residual Pressure: 42.98 psi Calculated Flow Rate: 436.45 gpm Exterior Hose Flow: 250.00 gpm Excess Available Residual Pressure At Calculated Flow: 0.14 psi Pressure Required For First Sprinkler Downstream From Inflow Node To Flow. 21.69 psi C:\...\Attic Area#6.fiw Friday, May 31, 2019, 11:09 AM FIRE ALARM NOTES 1. ALL SMOKE DETECTORS SHALL BE MOUNT NO CLOSER THE FIRE ALARM AND SMOKE THAN 36" FROM ANY HVAC SUPPLY OR RETURN DUCT DETECTION SYSTEM SHALL BE DIFFUSER. PULL STATIONS TO BE MOUNTED 4'0" A.F.F. INSTALLED MAINTAINED AND TO CENTER OF DEVICE AND WITHIN 5' OF ASSOCIATED DOORWAY. HORN/STROBE AND STROBE DEVICES TO BE TESTED IN COMPLIANCE WITH THE L MOUNTED 6'8" A.F.F. TO CENTER OF DEVICE. HORNS NFPA-72 CODE, TOWN OF RATED AT 85 DB AND STROBES ARE 15/75 CANDELA SOUTHOLD AND THE FIRE AND F (Kp 2. ALL DEVICES SHALL BE MOUNTED ON APPROPRIATE Family Room BOXES SO THEY ARE ELECTRICALLY AND MAINTENANCE CODE OF NEW MECHANICALLY SECURE YORK STATE 3. ALL EXPOSED WIRING UNDER EIGHT FEET SHALL BE IN L PROTECTIVE CONDUIT. S P �, 4. ALL FIRE ALARM WIRING SHALL BE APPROVED FOR THE OL SPECIFIC TYPE OF JOB CONDITION O F Dining RoomT P 5. FIRE ALARM INITIATING CIRCUIT SHALL BE MINIMUM 18 WIRE SPEC. CHART P GAUGE SOLID Lri 6. ALL NOTIFICATION APPLIANCE WIRING SHALL BE #18 AWG FPL WIRE: ADDRESS LOOP 0O 16 GAUGE SOLID #16 AWG HWH P ° Living Room 7. ALL SMOKE AND HEAT DETECTORS MOUNTED IN HUNG FPL WIRE: SIGNAL CIRCUIT ll Kitchen CEILINGS SHALL BE MOUNTED AT THE HIGHEST POINT #12 AWG FPL WIRE: 120VAC/ GRD. �)pRetail ATTACHED TO THE UNDERSIDE OF THE ROOF DECK P 8. ALL WIRING SHALL BE SUPPORTED SO AS NOT TO REST ON THE HUNG CEILING 1575Bath Room 9. ALL MANUFACTURERS INSTALLATION REQUIREMENTS c o a / SHALL BE STRICTLY ADHERED TO TYP. DEVICE LOCATION ° Q 0 10. ALL N.F.P.A. 72, LOCAL, STATE, A.D.A, AND VILLAGE CEILING LINE IMICODES SHALL BE STRICTLY ADHERED TO AIR REGISTER SMOKE0 0 0 ° F R FAA F 11. PROJECT ARCHITECTS MUST APPROVE ANY CHANGE IN 3'0^MINIMUM DETECTOR THE DRAWING O Bath Room 112. ALL WORK SHALL BE DONE BY A NEW YORK STATE F (S)p LICENSED FIRE ALARM INSTALLATION COMPANY S ti/1575 HVAC /(')\ 13. ALL WORK SHALL BE COMPLETED IN A HORN STROBE OO P CRAFTSMAN-LIKE MANNER AND SHALL BE PLEASANT &STROBE DEVICE P P TO THE EYE OS 1575a`-//f S 1575 14. CENTRAL STATION MONITORING BY ALARM-TECH c O Retail ° c CENTRAL STATION(631)-232-0900 V-V 15. 24 HOUR CENTRAL STATION AND ALARM REPAIR PULL STATION w nT (�)p CONTACT TELEPHONE NUMBERS ARE TO BE DISPLAYEDV HVAC ON THE ALARM PANEL "In 16. SYSTEM MODIFICATIONS AND COMPONENTS ARE w ° Q O F SUBJECT TO ADDITION, DELETION, MODIFICATION, OR o P ALTERATION AT THE TIME OF FINAL INSPECTION, IF FOUND TO BE INADEQUATE BY THE FIRE MARSHAL FLOOR SPRINKLER REVISIONS WF TS CLOSET # DATE ISSUE/REVISION/NOTES 1 6/6/2019 SUBMITTED FOR REVIEW Cellar Plan 1st Floor Plan SEQUENCE OF OPERATIONS 2 7/25/2019 SUBMITTED FOR REVIEW 1. WHEN ANY INITIATING DEVICE IS ACTIVATED, THE FOLLOWING WILL OCCUR: A.HORNS WILL SOUND A TEMPORAL 3 CODE B.STROBES WILL FLASH C.FANS WILL SHUT DOWN D.ALL ELECTROMAGNETIC DOORS WILL UNLOCK D.THE DEVICE IN ALARM WILL BE LISTED AT THE DETAILS: ANNUNCIATOR E.AN ALARM SIGNAL WILL TRANSMIT TO THE C.T.CEILING TILE S.R.SHEET ROCK o CENTRAL STATION FBed Room 5 Bed Room [�-T-S- L NOT TO SCALE (Kp 2. WHEN THE ALARM IS SILENCED, THE FOLLOWING WILL s OCCUR: OA.HORNS WILL SILENCE SPRINKLER SYSTEM B. STROBES WILL REMAIN ACTIVE(FLASHING) a ` NON PLENUM CEILING 3. WHEN THE F.A.C.P. IS RESET, THE FOLLOWING WILL (r -7 OCCUR OS A.INITIATING DEVICES WILL RESETL P B. STROBES WILL STOP FLASHING AND RESET DRAWN O (�)- C.FANS WILL RESET 4 OBed Room O Bed Room O\ffMM �/q�jj I SECURITY SYSTEMS INC. 4. TROUBLE AND SUPERVISORY SIGNALS WILL SOUND A 4 C TOWNLINE ROAD TONE AT THE F.A.C.P. ONLY. NOT AN ALARM. THE � � F.A.C.P. WILL TRANSMIT A SIGNAL TO THE CENTRAL HAUPPAUGE NEW YORK 11788 °0° [150 _ STATION ALSOUNHEATEDDECK ° ° L°O F / DRAFTING@ALARM–TECH.COM 1575 5. CARBON MONOXIDE DETECTORS SHALL SOUND A F] LF TEMPORAL P•SAENQD NAN vUNCIA OR AND ACTIVT DEVICE AND A ATE NAAT C. APPLICANT• • / F.A.C.P.WILL TRANSMIT A CO ALARM SIGNAL TO CENTRAL STATION.HVAC AND FANS SHALL SHUTDOWN WHITE KNIGHT QFG Bed Room L i SECURITY SYSTEMS L Bed Room �! --- —_ 110 CAIN DR L OS Bed Room L (KP o 00 BRENTWOOD NY, 11779 P S -® Family Room O HVAC HVAZR�C FIRE HAL STAMPBOX PHONE: (631)-231-8600 O (Kp NYS LIC # 12000027056 TS SEAL: RSD ARC 5 ti. Attic Floor Plan 2nd Floor Plan a: o i rP� 3g45 O��C SITE PLAN �P' RISER DIAGRAM DEVICE LIST F PART NE R (2) SYMBOL QTY DESCRIPTION NUMBER FF-AC-P] 1 FIRE ALARM CONTROL PANEL-300- IFP-300 0 (1) (4) k N FAA 1 ANNUNCIATOR RA-1000 ATTIC PROJECT NAME: QF 11 PULL STATION IDP-PULL-SA o2oNAc o L(10> L(z) 1575 O �S 14 SMOKE DETECTOR IDP-PHOTO-W EINSTEIN SQUARE J 2 54180 MAIN ROAD P v� IDP-PHOTO-W/ (1) F (s) LF �S 13 LOCAL SMOKE DETECTOR B20OS-LF SOUTHOLD, NEW YORK 11971 TS I 5 HEAT DETECTOR IDP-HEAT-W 2ND FLOOR �� S 3 CARBON MONOXIDE DETECTOR IDP MINIMON t1� L(3) L(1) (8) (1) 1575 1575 1575 1575 0 ,may (1) (z) (,) (,) C01224TR/ 9LF S P ° S P o wP LF o 3 LOCAL CARBON DETECTOR IDP-MINIMON SCALE: 1/8"= 1'-0" c ' (i) (1) (z) (5) DRAWN BY: SR WF TS R F 1ST LINE CENTRAL STATION �0 3 CEILING HORN STROBE PC2RL JOB: EINSTEINSQUARE FAA/� FACP 2ND LINE BACK-UP SHEET: ' A 1 .. . , a fi't ']I 12o vac � 1 WALL HORN STROBE(WATERPROOF) P2RK �—��,j �*4 i F-s�i� � �y o I ST FLOOR u y,;y � 1 t, 9y% , (3) 3 LOW FREQUENCY HORN STROBE P2WH-LF t FA- N N7 F L�C �""' 1 CEILING STROBE LIGHT SCRL I � J U L 2 521 �-'" 60) SP Q 1 WATERFLOW MONITOR IDP-MONITOR FIRE ALARM 2 TAMPER SWITCH IDP-MONITOR FLOOR PLAN BASEMENT ® 4 HVAC RELAY IDP-RELAY � � ' FIRE ALARM NOTES 1. ALL SMOKE DETECTORS SHALL BE MOUNT NO CLOSER THE FIRE ALARM AND SMOKE THAN 36" FROM ANY HVAC SUPPLY OR RETURN DUCT DETECTION SYSTEM SHALL BE DIFFUSER. PULL STATIONS TO BE MOUNTED 4'0" A.F.F. INSTALLED MAINTAINED AND TO CENTER OF DEVICE AND WITHIN 5' OF ASSOCIATED DOORWAY. HORN/STROBE AND STROBE DEVICES TO BE TESTED IN COMPLIANCE WITH THE L MOUNTED 6'8" A.F.F. TO CENTER OF DEVICE. HORNS NFPA-72 CODE, TOWN OF S RATED AT 85 DB AND STROBES ARE 15/75 CANDELA SOUTHOLD AND THE FIRE AND F Family Room 2. ALL DEVICES SHALL BE MOUNTED ON APPROPRIATE BOXES SO THEY ARE ELECTRICALLY AND MAINTENANCE CODE OF NEW MECHANICALLY SECURE YORK STATE 3. ALL EXPOSED WIRING UNDER EIGHT FEET SHALL BE IN L PROTECTIVE CONDUIT. 4. ALL FIRE ALARM WIRING SHALL BE PROVED FOR THE S P L AP SPECIFIC TYPE OF JOB CONDITION O F Dining Room T 5. FIRE ALARM INITIATING CIRCUIT SHALL BE MINIMUM 18 WIRE SPEC. CHART P GAUGE SOLID L 6. ALL NOTIFICATION APPLIANCE WIRING SHALL BE #18 AWG FPL WIRE: ADDRESS LOOP ( WH) S o F MINIMUM 16 GAUGE SOLID #16 AWG FPL WIRE: SIGNAL CIRCUIT p Living Room 7. ALL SMOKE AND HEAT DETECTORS MOUNTED IN HUNG Kitchen CEILINGS SHALL BE MOUNTED AT THE HIGHEST POINT #12 AWG FPL WIRE: 120VAC/ GRD. Retail ATTACHED TO THE UNDERSIDE OF THE ROOF DECK (�)p 8. ALL WIRING SHALL BE SUPPORTED SO AS NOT TO REST P ON THE HUNG CEILING 15175 Bath Room 9. ALL MANUFACTURERS INSTALLATION REQUIREMENTS �- --� SHALL BE STRICTLY ADHERED TO TYP. DEVICE LOCATION oF S p Q 0 10. ALL N.F.P.A. 72, LOCAL, STATE, A.D.A, AND VILLAGE o 13 o o CODES SHALL BE STRICTLY ADHERED TO CEILING LINE AIR REGISTER SMOKE O F R I FAA F 11. PROJECT ARCHITECTS MUST APPROVE ANY CHANGE IN 3'0"MINIMUM DETECTOR I THE DRAWING S p Bath Room 12. ALL WORK SHALL BE DONE BY A NEW YORK STATE F LICENSED FIRE ALARM INSTALLATION COMPANY (�)p HVAC S ,5ns 13. ALL WORK SHALL BE COMPLETED IN A O HORN STROBE P CRAFTSMAN-LIKE MANNER & AND SHALL BE PLEASANT P (�)p STROBE DEVICE TO THE EYE 15175 ,5175 14. CENTRAL STATION MONITORING BY ALARM-TECH t7 / O 10 Retail wZrGO CENTRAL STATION(631)-232-0900 D _rpt �/P ��c o 15. 24 HOUR CENTRAL STATION AND ALARM REPAIR PULL STATION w —�JM w n CONTACT TELEPHONE NUMBERS ARE TO BE DISPLAYED a " HVAC (S�p ON THE ALARM PANEL �� 20 16. SYSTEM MODIFICATIONS AND COMPONENTS ARE w ° Q S F SUBJECT TO ADDITION, DELETION, MODIFICATION, OR o P N ALTERATION AT THE TIME OF FINAL INSPECTION, IF LF- FOUND TO BE INADEQUATE BY THE FIRE MARSHAL 11 FLOOR SPRINKLER REVISIONS WF TS CLOSET # DATE ISSUE/REVISION/NOTES 1 6/6/2019 SUBMITTED FOR REVIEW Cellar Plan 1st Floor Plan SEQUENCE OF OPERATIONS 2 7/25/2019 SUBMITTED FOR REVIEW 1. WHEN ANY INITIATING DEVICE IS ACTIVATED, THE FOLLOWING WILL OCCUR: A.HORNS WILL SOUND A TEMPORAL 3 CODE B. STROBES WILL FLASH C.FANS WILL SHUT DOWN D.ALL ELECTROMAGNETIC DOORS WILL UNLOCK D.THE DEVICE IN ALARM WILL BE LISTED AT THE DETAILS: ANNUNCIATOR C.T.CEILING TILE S.R.SHEET ROCK E.AN ALARM SIGNAL WILL TRANSMIT TO THE CENTRAL STATION F7RwmBedRuomN.T.S. NOT TO SCALE L p 2. WHEN THE ALARM IS SILENCED, THE FOLLOWING WILL s OCCUR: S P O A.HORNS WILL SILENCE SPRINKLER SYSTEM B. STROBES WILL REMAIN ACTIVE(FLASHING) r`� I I NON PLENUM CEILING 3. WHEN THE F.A.C.P. IS RESET THE FOLLOWING WILL L - — OCCUR • OS ` • J A.INITIATING DEVICES WILL RESET L P `JF B. STROBES WILL STOP FLASHING AND RESET DRAWN CI (��'p C.FANS WILL RESET BY: OBed Room Bed Room Q O � 4. TROUBLE AND SUPERVISORY SIGNALS WILL SOUND A SECURITY YSTEMS INC. TONE AT THE F.A.C.P. ONLY. NOT AN ALARM. THE 471 TOWNLINE ROAD ' F.A.C.P. WILL TRANSMIT A SIGNAL TO THE CENTRAL HAUPPAUGE, NEW YORK 11788 UNHEATED DECK °••° 0O® 3 or _ STATION ALSO III �— DRAFT N @ 31)-979-4500 ARM—TECH.COM S 15175 O P F \ / 5. CARBON MONOXIDE DETECTORS SHALL SOUND A O �] LF TEMPORAL 4 SEQUENCY AT DEVICE AND A TONE AT THE F.A.C.P.AND ANNUNCIATOR AND ACTIVATE NAC. APPLICANT: • F.A.C.P.WILL TRANSMIT A CO ALARM SIGNAL TO CENTRAL STATION.HVAC AND FANS SHALL SHUTDOWN WHITE KNIGHT E� 7 =0F0 Bed Room L / SECURITY SYSTEMS L Bed Room 110 CAIN DR OS Bed Room L P BRENTWOOD NY, 11779 Famil Room L S ° � FIRE MARSHAL STAMPBOX PHONE: (631)-231-8600 Y Z—H O OS Op HVAC HVAC NYS LIC # 12000027056 !s! SEAL: BRED Attic Floor Plan ��`� 2nd Floor Plan Z7 o� I IOU IT- SITE PLAN �P RISER DIAGRAM DEVICE LIST -�T 395 SYMBOL QTY DESCRIPTION PART F N E`N R (z) NUMBER �Fo FACP 1 FIRE ALARM CONTROL PANEL-300- IFP-300 N (4> v FAA 1 ANNUNCIATOR RA-1000 PROJECT NAME: ATTIC QF 11 PULL STATION IDP-PULL-SA 0 G20 L(10) L(2) 15175 EINSTEIN SQUARE moo• L ��T - - � c (2) �S 14 SMOKE DETECTOR IDP-PHOTO-w 54180 MAIN ROAD �P�tJ W J p ° IDP-PHOTO-W/ 13 LOCAL SMOKE DETECTOR B20OS-LF SOUTHOLD, NEW YORK 11971 TS 5 HEAT DETECTOR IDP-HEAT-W 2ND FLOOR 15175 15175 15175 3 CARBON MONOXIDE DETECTOR C0 222 NIRlv/IS ION L(3) L(1) (B) (1) 15175 y ,) (2) (1> (1> IDPC01224TR/ yL s s �0 3 LOCAL CARBON DETECTOR SCALE: 1/8"-1'-0" P O P CO C WP LF IDP-MINIMON - (,) (1) (2) (5) DRAWN BY: SR WF TS R F FACP 1ST LINE CENTRAL STATION 3 CEILING HORN STROBE PC2RL JOB: EINSTEINS DARE Fe 2ND LINE BACK-UP �°• 1 WALL HORN STROBE(WATERPROOF) P2RK lzo VAC 1ST FLOOR D ''�' " F— ;t �,. .z; (3) � 3 LOW FREQUENCY HORN STROBE P2WH-LF /I t� s IPA 15175 1 CEILING STROBE LIGHT SCRL j U L 2 5 2.01 9 FA- 1 LD o �P" o 0 1 WATERFLOW MONITOR IDP-MONITOR ,e_._,.. _.. ,. FIRE ALARM FLOOR PLAN BASEMENT Ts 2 TAMPER SWITCH IDP-MONITOR ® 4 HVAC RELAY IDP-RELAY Cah"ARI Y WITH Al I CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND- .=5!':S OF Foundation Notes: The contractor is to verify all measurements in the field and any Framing Notes: discrepancies are to be brought to the Engireer prior to I construction. The contractor is to verify all measurements in the field and any discrepancies are to a"-'w""�"` `m"+� ��;��- � r`::,j -�- ,.��__ be brought to the attention of the Engineer prior to construction. 755-1P:02 £? R,";' , IPV FOIE. 'IF{=- - - - - — —— —V - - - - - - - - - - - - - - - - -- 1 -All concrete 4,000 psi after 28 days mininum. P t�Lt.Ci "ir, 2-All rebar ASTM A-615 Grade 60. Wood Framing 1. FOIJID, 1 - ; ,rI A FOI"�'' `D �'''nc'"r ` r - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 L - - 5=1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3 - Footings are to be installed on undisturbed virgin soil. 1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum �,/,,' i'I » T"' specifications: ,� I�� SLA. "j''` — — _ — — _ _ — — _ — — bottoms of all footings are to be installed a nlnimum of 3 below . I<L�?JCH 1 ( F.-I '�" Y luR grade unless indicated otherwise. 4. FINAL ii' 'TRUr'T "1�lST p i. tr �-_ � I- - - - - - - - - - - — - - - - - - — - - - - - - - - - - - - - — � ( Fb = 825 psi L' `` E U N�t y t I 4 -All snap off form ties are to be removed.and remaining openings Fv= 95 psi PE CO" _.T F �; I, ALL CONS JC"i i.:1!\ I ,l Pi CET FIE tep Footing .'I d` -_-4 e ° `- k -r- I � n I I 1 are to be sealed/grouted. Fc perp = 625 psi ppp tep Footing E = 1,600,000 psi REOIJir!'k1' TS OF TIE C") )[�''�OF �".�., � :e I, c 6yt...fLjT �� . IF 10" ' NOT Fs�r ` F�' 'S ^�v FOR P,r- a r; r1 YORK STI`, T F z` r- 0C0UP�tit11C 1 DESIS,N 0' 0t41STR a �, ER ,C R.,,. 5 -The foundation contractor shall coordinde with the plumbing and I Crawl Space I Crawl Space1 1 electrical contractors relative to installation of sleeves and other 2• All Parallam (PSL) Lumber is to have the following minimum specifications: 1 penetrations prior to pouring concrete. Fb = 2,900 psi 6 - Install isolation joints along foundation valls and at column and Fv= 290 psi r I - - - - - - - - - - - - - - - - - - - - - - - - - - - _ -- - - - - - J I other floor penetrations. Fc perp = 750 psi ( I I I E = 2,000,000 psi 1 7- Installed contraction joints in the cellar fbor slab every 18' �~ minimum. 3. All Microllam (LVL) Lumber is to have the following minimum specifications: 1 ( I I I 1 I 1 8 - Foundation excavation is not to be backfilled prior to the Fb = 2,600 psi I 1 -10 " L _ J L _J �- MIS — — — — — — — _ — I 1 installation of the floor framing. Fv= 285 psi 4 _ LO L _ J Fc perp = 750 psi I I I I I r —I— I I 9- Backfill along foundation walls is to be ccean material and is to E = 1,900,000 psi I 9'-6" 9'-6" 10'-0' 7'-6" 7'-6" 7'-6" 7'-6'i 8'-10" be mechanically compacted in 6" lifts to 95"o of maximum dry I I \3'x 4'x 12"e/w - - - - � �� - F - - - - - - - -I 7 - - density. 4. All Glued Laminated Beams (GLB) aka Anthony Power Beam are to have the o." 5 Rebar L — _J 10-7 2 — 1 I 10- Follow cold weather concrete treatment relative to add mixtures following minimum specifications: I I 13 OC EMI „'x 4'x 12"e/w in accordance with ACI 212.3R. Use Air-Ertraining admixtures per Fb = 3,000 psi o. 5 Rebar I I ASTM C260, AASHTO M154 or Water Redicing and Set- 1 4'-6"x 4'-6"x 12"e/w 4'-6"x 4'-6"x 12"e/w 13"OC E/W I I Controlling Admixtures per ASTM C494, AASHTO M 194 only. Do Fv 300 psi o. 5 Rebar o. 5 Rebar not use Calcium Chloride or other corrosivetype admixtures. Fc perp = 805 psi 8'-0" 11"OC E/W 11" OC I I I E = 2,100,000 psi 9,-0,1 ,_0„ ,-0„ T 14'-82„ I I� 8'-0" _ 8'-0 _ _ _ _ _ I _ _ I 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be 1LLL BF F F F I ( nailed/bolted in accordance with the manufacturer's specifications. — S-1 I I 6. All TJIs are to be installed in accordance with the manufacturer's specifications and - �— - - �- , - — - �— - -I — J shall include squash blocking and web stiffeners at bearing points on girders and I I I I I I I I I I I I I I F - - other load bearing areas. - - -i 1 _ T _ L _ T _ � �- _ -r- - � I I �-,— -, 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless I I I I b I I I steel. Designated connectors, strap etc. on these drawings are made by Simpson 1 1 ti 3'x 3'x 12"e/w I 1 I oo I I I I unless indicated otherwise. All connectors, straps etc. are to be nailed/bolted in _0o. 5 Rebar c.-0ll I I , , , I I accordance with the manufacturer's specifications. 14 OC ENV 8. All floor sheathing is to be 23/32 inch AC type plywood, tongue and groove, with an APA span rating of 48/24. Floor sheathing shall be glued and screwed to the floor --(D joists (6" O.C. edges and 12 "O.C. field). r 1 J 1 1 4'x4'x12"e/w l 1 I I I I I 1 1 — — —� L — — --I 13o. 5 Rebar OC E/vv I I 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be nailed with 10d common nails 6"'O.C. edges and 12"O.C. field. 1 1 I 3'-6"x 3'-6"x 12 e/w I 1 10. Solid blocking is to be installed every 8' max or mid span of all floor joists with 1 1 No. 5 Rebar q 'x 2'x 12" 2'x 2'x 12" 00 C spans exceeding 8'. I- - - - - - - - - - - - - - - - - - - - - - - --- - - - - - -� I I 11"OC S-1 I I I I 1 I 11. Double joists are to be installed below parallel walls. :P� r -I I I L - 12. Blocking is to be installed at all point load bearing points. —C — —I- —i — — — —I- — --�— — — — — —1 1 1 S-1 L I J I I I L I i I I 1 I 13. Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated Table 3.1 Nailing Schedule(Woad Framed Construction Manual 2015,Page 149) I 1 = — — L _ _ J otherwise. co 1 1 14. All bolts nuts and washers are to be hot dipped galvanized. 1 Joint Description I 1 I I I I I 1 7'-72' 8'-71 ' 5'-7" 6'-2 4' 12 '-5$" Rafter to Top Plate(Toe-nailed) 3-8d per rafter 1 1 I 1 Steel Notes Ceiling Joist to Top Plate(Toe-mailed) 3-8d per joist 1 I 1 1 Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d each lap I 1 I I All steel is to be ASTM Specification A-992-50 Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d each lap 1 I Collar Tie to Rafter(Toe-nailed) 2-10d per tie Blocking to Rafter(Toe nailed) 2-8d each end 1 1 I 1 1 * All Tube Steel ASTM A500-GR-46 Rim Board to Rafter End Nailed/ 2-16d each end L — — _ — — — WALL FRAMING All bolted connections are to be made with A-325 bolts. Top Plate to Top Plate(Face-nailed) 2-16d(1) per foot I 1 Top Plates at Intersections(Face-nailed) 4-16d joists-each side \ — — — / All welded connections are to be done by a certified welder and Stud to Stud(Face-nailed) 2-16d 24"o.c. \ / i I 1 conform to AWS and AI SC standards. Header to Header(Face-nailed) 16d 16"o.c.along edges \— — _ _ _ _ I— _ _ _ _ _ — _ _ _ _ J 1 Top or Bottom Plate to Stud(End Nailed) 2-16d per stud I I * All weld joints are to use E70XX electrodes. Foundation Plan Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Fa 64)(1,2) per foot Steel Is to be cleaned and shop prime with one coat TNEMEC 37-77 FLOOR FRAMING W Chem - Prime at 2.0 - 3.0 MDF. Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist Y2" web stiffeners are to be installed at all point load bearing points Bridging to Joist(Toe-nailed) 2-8d each end Blocking to Joist(Toe-nailed) 2-8d each end and over all column supports. Blocking to Sill or Top Plate nailed) 3-16d each joist ailed) 3-16d each block Ledger Strip to Beam(Face-nailed * All columns are to be bolted to steel girders with%" bolts and to wood Joist on Ledger to Beam(Toe-tailed) 3-8d per joist girders with %" lag bolts. Band Joist to Joist(End-nailed) 3-16d per joist Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) per foot * All girder splices are to be made above columns. ROOF SHEATHING DesignLoads: 8d (Detail) Roof Ave Load -20 psf -)ead Load - 15 psf CEILING SHEATHING 5d coolers 7"edge/10"field 1 st-Store Areas- Live Load- 100 psf WALL SHEATHING - Dead Load- 15 psf 8d 6"-4'edge 112"field 1 st&2nd Floor - Live Load -40 psf � - Dead Load- 15 psf �� ,� r.� • 8d See Manuf. -Vhnd Loads- 130 mph-ASCE-7 FLOOR SHEATHING MVIFRS- Method 2 8d 6"edge/12"field �, 0516 (1)Nailing requirements are bared on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall be used where wall sheathing nailing is reduced.For example,if wall sheathing is nailed inches on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be used to maintain the load path. Plans are prepared by Condon Engineering,P.C. It is a violation of the Now York State EducationScale: 1/4" = 1 -O�� Condon Engineering, P C (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be Law,Article 145,section 7209,for any person unless acting under the direction ofa licensed • • Einstein Square Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway-If an item bearing reduced t0 1 -16d Hall per foot. the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. Mattltuck, New York 11952 .'Southold, New York Date : 5-14-2018 (631) 298-1986 - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 I I I tep Footing I 1 tep Footing L I Crawl Space I Crawl Space U') I Existing 2 x 8 FJ 1 0o U I 24"oc U') 1 I OR I I I I ` o I I W8x21 I I I w8x21 I IL - - - -J LLO - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - - - - ~ ( I 5.25 x11.875 PSLi — I I I I J - - - - - — i L - - � I I LO N Existing 2 x 8 FJ I X 24"OC 1 X LO 1 I a F - - - -I r- - - -1 F F r-- - - - -I M r- - - - --I I I I I II r - -� I I I I I I r-- — _ — —' I I —�-- --f- I O W8x21 I I I I I I I W8x21 I I L- L- L -1 1 1 D - - - - -� L- - - -J I I I i s-1 I I I 0C I I r - - � mro- - -1 _ J I _ _ r — -- -� I I I w18x13 LI°° I r- - - - - I r + � I —I r-0 1 1 0 1 0 1 0 1 1 0 1 L J L J 1 I I I �j Existing 2 x _ —I > C I I- - - - - - - - - - - - - - - - - - - - - - -� I I I LO 24" N I I N 1 I I I x x X I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 1 1 LO 0 CO F I I Ii i C I I I I I 1 S-3 L I I L - -1 I I I I I L- -I- -J I L_ _ � _ -J L - - -, 1 I I I Existing 2 x 8 FJ I 24"°C I I I I I I I I I I (3) 1.75 x 7.25 LVL I I - - - - - - � I I- - - - - - - - - - - -j I I 1st Floor Framing Plan Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" = 1'-0" Condon Engineering P C Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed ' ' Einstein Square Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item hearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Drawn by : JJC 1755 Si sbee Road 54180 Main Road Land Surveyor shall affix to the item his/her seal and the notation"Altered by"folkwM by histher g signature and the date of such alterations,and a specific description of the alteration. Mattltuck, New York 11952 Southold, New York Date : 5-14-2018 (631) 298-1986 V- 2 x 4 Studs 16"OC 2 x 4 Stud 2x4 Studs 101-711— 8'0 Anchor Bolts 25" OC in 8' Eni Zones 29' TJI 560/ 11.875 FJ OC in In'erior Zones 16"OC 5"B-Lok 5"B-Lok 8'0 Anchor Bolts 25" 7" Simpson IUS3.56/11.8 18 Gage 2 x 8 NCQ Sil 18 Gage impson IUS3.56/11.88 OC in 8' End Zones 29' OC in Interior Zanes 1 q (2)No. 5 Rebar 2/" {{• 2"Rat Slab •I ,, 4: / = W8x2 (2)No. W8x13 \\W8x21 •'' '• \ \ XK \ •: (2)No. 5 Rebar- See '•J� Note 4 o. 5 Rebar 1 OC 24" ; ;• :. 3) No. 60 ksi Rebar *%- �' 12" ` q`+ .d .• \ . 1 12" • ' � 35 \ o. 5 Rebar 18 OC 5 Rebar 12 "OC ~ ;f.. :S. . - .. +;:' Expansion Joint and •=' 1 z 12' Joint Sealer Expansion Joint and .•:d •. Expansion Joint and Joint Sealer Joint Sealer \ x6-W 1.4x1.4 WWM j • x6-W 1.4x1.4 WWM x6-W 1.4x1.4 WWM 4"Poured Concrete 4" Poured Concrete 2'-6" 1 1 2, 1 z{{ "� Slab Slab 12' 't' Y• J ! ys. +hj�•b l.T..,: - • ♦ r•. J!. J [ •FIN K ^ r• • �'' " .'C r:,.• r•J• j: .. ..a •.; -. + '� .[.•. 1 fT•Jr Y:r• 3 '• _fv. l`-f•.f..3 ....C..F',.`„' l:j.::: - .e ill:!.• L+.,'''.•�'•'.'•�',•'..�.� 7r�-r.!• <,f.. , !- ♦ N 3' • '•. t J3.�1.!-f..r 5:'•.r.;1./„!:l�..J�,1.!• 3" " Compactable Base Material 3{{ 24 " Compactable Base Material 4'-4" 10 Mil Polyethylene Vapor Retarder 3" 10 Mil Polyethylene Vapor Retarder 24A3) (3) No. 5 Rebar (3) No. 5 Rebar No. 5- 60 ksi Rebar Foundation Details (::B Foundation Cross Section ndation Cross Section A Scale: 1/2"=1'-0" (D�Scale Scale Y =1'-0 �"=1'-0" 2 x 6 Stud Wall W 12 x26 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education — Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Foundation Cross Section Professional Engineer,Architect,or Land Surveyor,to alter an item in an '�� D g Y Y y way.If an Rom bearing 0J .; the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineerr,Architect,or Scale '=1'-0" Land Surveyor shall affix to the item histher seal and the notation"Altered by"followed by histher 7' signature and the date of such alterations,and a specific description of the alteration. '" Scale: 1/4" = 1'-0{{ Condon Engineering, P.C. Einstein Square AV& Aft Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York Date : 5-14-2018 (631) 298-1986 u i -LL / /r—t6 / 1 IV / / / Il I V /2' O`• 1/ A Z 1 By A 717 Q ^ 3 _O U A• „� a /M lot G a FF7O-� 2„ 1,77 42/ `J1 11 Oak 3 18 2 O 1 // 4 � n (n. _/ 1y V 1 A /a 0 Ar n � / 4n // n- "�I _0 sf OAI Oto —J 0 1 n 4.. 22 v o / O r v All 1 / 70-1 /1" V1 I/ I T 1"r/ /r Al0 JJl re"1 ea ' 1 01;SI / / / / / � 1 ,5 6 S 4"� I r I 1/o V 9 g 1"0_/ " 25 ,A f 611 B B � 1 1° 1"f�' l� / 1" 4'g� 2.. 1/ 1" 4"f� 1110-/ " An4 / B 28 1" 4n 11 /4" � 2 ' l 111 O ' 1" 4" , Sprinkler Design Data 4 " Hydrant Test Data- Boisseau Ave. (� 4.0 1 r/---I N/O Hummel Ave-6-25-2018 QJ � 30 C41 44 -Static Pressure-44 psi rot 2" � ' 1�� / l I I � � � - Residual Pressure-29 psi � �„ - Fiuw-�,v�o yFllll F n 1 ,� 1 B "0 Up Ordinary Hazard1-Cellar and 1st Floor Ar. _ rsxlp //-4,,o „O 4" val wuy -V.I.!yNliu Itn---U... n 4 =2 lop � Light Hazard -Attic 4„0 - � 10 nt/ n�ny -W.° aJPI9v1a 1U— I * Light Hazard- Residential Areas 1" 4 1" ll vvnnii.• ! 4 nnmlp2 1" II Coffee and Snacks r ,t � luJ Plans are oreoar a aineerina.P.C. It is a violatiol, r York State Education dY 2�Y r Law,Article 145,Secbu"- �,for an y person unless acting under the direction of a licensed F[ Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Lea end 1 and Gm.arry droll ov+n#I+n Hnm hiclhnr eml onA 1hn nn4o+inn•Dl+nrmi h.P fnll...w.i by hic/hnr `Cy. . 1„ 1„ __.._ _.._,_._.._.. lO I I I signature and the date of such alterations,and a specific description of the alteration. ® A-Ceiling Pendant Sprinkler- Reliable Model G5-56 — D -liCllllly I glide iii Jp1IIIk6i - Rt:;idb1C rvluuCl r 1 t R5— \\ v Scale: 1/4°' = V-0' Condon Enaineerina. P.C. Minafnin Qniinrim Sprinkler Piping V Vf .�.I. .V rV.. ■ V 11%M V ' — Below Ground Piping Drawn by : JJC 54180 Main Road 1755 Sigsbee Road Westar M_ ain n _ 11_ � n•... ..:._ 1 _1 _ .. 1"11_ ._ �nl ithnlrl Nr�uu Ynrk Node Identification used in Hydrolic Calculations spni rvidLI.tLu�R, IVCw i VI R I I 7JG -� - ---- — - - 60Z �I 1st Floor Sprinkler Plan Date : 6-1-2019 (631) 298-1986 — FD Connectio DOWN DOWN LF I I I O I A I 1 2"0 I I FLAT R❑❑ I FLAT R❑❑ Test Valve t` I A „ 13 4„ 20 2"0 12 ,0 2, Eo A " ° 4 o ° A 3 / 0 A ea 5 I a 70A 844 sf O 4" / 2"0 ! s 66 � ' 41" I / B °� 10 / 211 A 26 O 6 V 4 I 2„ / 2110 n❑w "0 4" 1„0 15 4 1„ 2 13 2„ 12 7 i i B B \ I 2„ 0 6 O 30 A I \ A „0 I 2„ „ Ar � \\ 19 18 17 I 34 � O ! o f 3 I \\ I 15 1. 0 2 4 Wa er 1 A � O \ I B S" � 7 1" O I I B 35 to 0 1 0 I \ Dryer 20 "0 s A I \\ I A 36 1" 10 9 \ 0 I I 4 I „ '0 1 A 37 « A „ 9 1"0 4" I I 2„0 2"0 4"0 rom , 39 I Belo A I 1 „ 2" 4" 0 rom I 22 Bel vv an p I 24 �41 42 AlI 10 I I A I 2"0 13 0 10 14 2 0 /2"0-/ Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education � n. ..:. i Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed F I Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing A L______ I the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or I ARA, — „ Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her 0 ' signature and the date of such alterations,and a specific description of the alteration. , Legend 9 w ® A-Ceiling Pendant Sprinkler- Reliable Model G5-56 ® B-Ceiling Pendant Sprinkler- Reliable Model F1 FR56 Scale: 1/4" = V-0' Condon Enaineering P.C. %# Einstein Square Sprinkler Piping I Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Plan — — — — Below Ground Piping Attic Sprinkler Plan a n - end Floor SprinklerDate : 6-1 2019 Mattituck, New York 11952 Southold, New York ONode Identification used in Hydrolic Calculations (631) 298-1986 Test Valve-,,,"iSmooth bore corrosion -resistant outlet giving flow equivalent to one sprinkler Fire Sprinkler System Specifications Fire Suppression System Scope of Work- Furnish all materials and labor required for a proper and complete installation of the fire sprinkler suppression system and related work including but not limited to: sawcutting, pipe, pipe hangers, supports, bracing, heads, signage, valves, fittings, testing, inspections & cleanup. the fire sprinkler contractor shall be licensed in Suffolk County with the fire marshal's office. General-Construction shall conform to the most current editions of the building code &fire code of New York State, NFPA 13, National Electric Code, 45° Elbow local zoning ordinances and fire marshal office. Contractor shall comply with all provisions, requirements, regulations and directions as outlined in the latest OSHA requirements. Test Valve & Piping Riser Detail Fire Sprinkler System-The following conditions shall apply specifically to the contractor and his fire protection licensed subcontractor. F Scale=NTS a. The contractor shall furnish and install all items whatsoever that may be necessary to complete a working and finished fire protection system of the character and type specified. b. All work must be in accordance with the requirements of the owner's insurance company, and shall comply with the latest edition of NFPA 13 and 48 all local ordinances, the New York State Fire Code, and the local fire Marshall's office. The plans and specifications shall be used as an outline only. this contractor shall be responsible to obtain written approval of the complete installation from the local fire marshal. In addition, all work must meet with the engineer's approval. Water Motor Gong c. Work in this section includes, but is not limited to, providing all the following material, equipment, products and labor for a complete and approved on Exterior Wall--------, sprinkler system: 1. Installation of new sprinkler cross main and branch lines 46 2. Installation of new sprinkler heads VO Schedule 40 O 3.Any and all items. appurtenances, etc. necessary to hang, support, anchor, brace, etc. equipment furnished under this contract Steel 4.All sprinkler lines are to be filled with Noble Model PG38 or equivalent antifreeze solution. 4L 5. One year warranty 6. Testing d. The contractor shall be responsible for submitting all required hydraulic calculations, plans, documentation, applications, fees and payments etc. for c obtaining a fire sprinkler permit from the local fire Marshal's office. iv e. Install horizontal piping pitched to low points and in a manner to make it possible to test and empty the entire system; provide valves and piping of ilkins de 3 5 O SY 4"0 RPZ sizes and in locations as indicated by and in accordance with the requirements of NFPA 13. 52 50 f. Coordinate routingof cross main and branch piping with existing ductwork, piping, lighting, insulation batting, etc. in existing ceilin offsetrouting of P�P� 9 9 9, 9� 9 9• 9 piping as required to avoid all existing conflicts. g. Ream and remove burrs carefully at thread pipe cuts. use one-piece continuous length pipe between sprinklers avoiding the use of couplings except I ins Model 375XL 2" 0 RPZ------ where absolutely necessary. 49 12 x 12 - - (q )Reliable Model G5-56 QRSprinkler h. Screw joints shall be made up with pipe paste applied to male threads only. ream pipe as necessary to make bore at end of the pipe the same as 8"0 Drain Pip Drain Pan 1 'x 2" K=5.6 the inside diameter of the pipe. with Scree D an N i. Materials: Main 1 Min Scale=NTS c Shutoffc Ball Valve 1. Sprinkler system piping and fittings: interior piping: Schedule 40 black steel pipe. fittings for threaded pipe shall be malleable iron fitting 150 psi. M 2. Reducers: reductions in pipe sizes shall be made with one piece reducing fittings. bushings will not be acceptable. 3. Sprinkler heads: sprinkler heads shall be Underwriters' approved and listed for use intended (pendent, flush, upright or sidewall type) installed 6" Min '0 Drain Pipe as indicated on the drawings. all piping for concealed and recessed heads shall be concealed or run above the ceiling. head. fusible solder link with Screen type, or glass bulb type, temperature rated for specific area hazard. sprinkler heads shall be as manufactured by Reliable Model G5-56 in 2nd Supportj Floor finished ceiling spaces and Reliable Model F1 FR in the cellar and first floor. The sprinklers with a W factor of 5.6. Stanchions u 1"0 Schedule 40 Steel 4. Hangers and supports: hanger rods shall be hung from structural members with suitable clips or beam clamps as necessary. piping shall not be Stanchions Supportsupported from lighting, ductwork, other piping or equipment. all hangers shall be plumb. Hangers and supports shall be UL approved and shall -- 28 comply with NFPA standards and owner's insurance requirements as to size, type and spacing. Manufacturer: clevis type and roller type hangers shall be hot dipped galvanized as manufactured by ITT Grinnell co., Central Iron, Leifried, or equal. To Siamese Connection 2"Type K Copper Water Line 5. Test and drain valves: bronze body globe, rubber discs, 300 psi c.w. non-shock, similar to Fairbanks, figure no. 4591-3 or 4691-3 or approved equal. From Wafter Main 6. Unions: couplings and unions shall not be used except where pipe is more than 20' in length between fittings. screwed unions shall not be used From Water Main 56 on pipe larger than 2". Coupling and unions of other than screwed type shall be of the types approved specifically for use in sprinkler systems. I 7. Signs and charts: store and save existing inspector's test sign for re-installation by this contractor. 4' Ductil Iron Reliable Model F1 FR56 Water Line B K=5.6 j. Inspections and Testing Scale=NTS 1. After installation is complete, but before the piping is furred in or covered over,the contractor shall provide instruments and equipment, secure, perform and pay for all tests necessary to produce satisfactory evidence of the correctness of the installation and acceptance thereof by the local fire marshal. 2. All new piping and equipment shall be hydrostatically tested as per NFPA 13. Water Service and RPZ Elevation Plan SCALE: 1/2"= V-0" d � � �y,� LS vl 05 1634 Plans are prepared by Condon Engineering,P.C. It is a violation of the New Yak State Education Scale: 1/4" = 1'-0' Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Condon Engineering, P.C. Einstoin Square Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Land Surveyor shall affix to the item his/her seal and the notation'Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. Mattituck, New York 11952 Southold, New York Date : 6-1-2019 (631) 298-1986 xisting In ula io xi tin I isu latii)n xisting Insulation Family Room xisting Insul do xisting Insulation Dining Room /-20 Insulation Living Room Kitchen Retail xisting Insulation 2)$"Sheetrock This Side of Wall -20 Insulation Bath Room 1 EE11 O0 g trock This Side of Wall \2)s Sheetrock This Side of Wall Bath Room 2 -34 Insulation Retail -34 Insulation //R-34 Insulation -34 Insulation I st Floor Plan Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 1 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter an dem in an way.If an item bearing 9 Y Y� Y Y 9 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or N Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her Q; signature and the date of such alterations,and a specific description of the alteration. . r� Scale: 1/4" = 1'-0' Condon Enaineering P.C. Einstein Square Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York Date : 9-9-2019 (631) 298-1986 xisting Insulation xisting nsulation v_ 0 0 rr "- Bed Room 1 Bed Room 2 misting Insu atic n xisting Insulation ° I I I xisting Insulation I I Bath Room 3 Bed Room 3 0 Bed Room 4 C 0F(D 0 xisting Insulation 8"Sheetrock Both Sides of Wall xisting Insulation xisting Insula i n I I I I OO o z, o n I I I I LZ xisting Insulation Kitchen ° Bath om 4 c oBed Room 7 0 xisting Insulation Bed Room 6 Bei Room 5 Deck Bath Room 5 Living Room O xisting Insulation 0 xisting Insulation is I ulation 2nd Floor Plan At, Asn `fy Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 4'. , Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is aRered,the altering Engineer,Architect,or . �1684 . Land Surveyor shall affix to the item his/her seal and the notation'Altered by'follmed by his/her signature and the date of such alterations,and a specific description of the alteration. tx�. �s Scale: 1/4" = 1'-0' Condon Engineerina P.C. %0 Einstein Square Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York [Date : 9-9-2019 (631) 298-1986 -30 Floor Insulatio O O O o -30 Floor Insulatio I r SEF 1 i ?�o19 Cellar Plan �i Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education — Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed " r Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing X the seal of an Engineer,Architect,or Land Surveyor is altered,the altfedng Engineer,Architect or Land Surveyor shall affix to the item hislher seal and the notation"Altered by'followed by hs/her signature and the date of such alterations,and a specific description oif the alteration. Scale: 1/4" = 1'-0' Condon Enaineerina P. . %V C Einstein square Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York Date : 9-9-2019 (631) 298-1986 xisting In ula io xi tin I I isu ati n xisting Insulation Family Room xisting Insul do xisting Insulation Ej Dining Room -20 Insulation //R Living Room Kitchen Retail xisting Insulation \2)s"Sheetrock This Side of Wall -20 Insulation Bath Room 1 I � I � i 000J L � 5.. s' trock This Side of Wall 2)g Sheetrock This Side of Wall Bath Room 2 -34 Insulation Retail -34 Insulation -34 Insulation -34 Insulation 00 O=OW�312-� 1st f=loor Plan .Cwt rd? } Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed . Professional Engineer,Architect,or Land Surveyor,to after any item in anyway.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the aftering Engineer,Architect,or Air, Land Surveyor shall affix to the item his/her seal and the notation'Aftered by'follrnved by his/her signature and the date of such alterations,and a specific description of the alteration. , Scale: 1/4" = 1'-0' Condon Engineering, P.C. Einstein square Alk I Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York Date : 9-9-2019 (631) 298-1986 xisting Insulation xisting nsulation AO 0 g Bed Room 1 Bed Room 2 Fixisting Insu atic n xisting Insulation 6 1 t- r I I xisting Insulation r I I Bath Room 3 Bed Room 3 O Bed Room 4 c O 0 xisting Insulation a $"Sheetrock Both Sides of Wall xisting Insulation xisting Insula i n 00o L. I I I I O O O O Z, O n I I I I I I I I I I I I xisting Insulation 1_L_I_-J Kitchen Bathom 4 o O c o Ul = Bed Room 7 xisting Insulation Bed Room 6 Bed Room 5 Deck Bath Room 5 Living Room O xisting Insulation 0 xisting Insulation is I ulation 2nd Floor Plan s Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or R ,.• ��#��';�, Land Surveyor shall affix to the item hislher seal and the notation'Altered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale: 1/4" = V-0'1 %W Condon Enaineerina� P.C. „ Einstein Square Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York _ Date : 9-9-2019 (631) 298-1986 xisting Insulation 0 0 i -49 Insulatio xisting Insulation I t I j ti— — — — — — — — — — — — — \ I / xisting Insulati n \ / \ / / -49 Insulatio \ I / \ / / -49 Insulatio Attic Floor Plan Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education j Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her , f signature and the date of such alterations,and a specific description of the alteration. Scale: 1/4" = 1'-0' Condon Enaineerina P.C. „� Einstein Square Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York Date : 9-9-2019 (631) 298-1986 Attic Floor Second Floor Ceiling _ Apartment Floor Store Ceiling Grade to be(Based on New Foundation Height East Elevation Scale: 4' = 1'-0" Attic Floor Second Floor Ceiling — — — — — — — — — — econ oor First Floor Ceiling U E House First Floor — — — — — — — — — — — — — — _ �,�°uric..:TW".�'��i.'��`�'d�•kCSy. c '••• f Grade to be Based o`�"`4�e_"f 3• . El E E:1 Ej on New Foundation . +. • "` a.s : Height West Elevation �,�_ Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Edu Scale: cation 4 — 1 -0 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed r�. Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing 051 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by'followed by his/her rent. signature and the date of such alterations,and a specific description of the alteration. " *^ Scale: 1/4" = 1'-0' Condon Engineering, P.C. Einstein Sc�uare Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York _ Date : 9-9-2019 (631) 298-1986 1+ Attic Floor Attic Floor — — — — — — Second Floor Ceiling Second Floor Ceiling Apartment Floor Second Floor — — — - - -- - — — Store Ceiling First Floor Ceiling 11 FI[I El FF-1 - ------------- House First Floor Grade to be Based on New Foundation Height Back Elevation Scale: . "= 1'-0" Attic Floor Second Floor Ceiling _ _ _ Attic Floor Second Floor Ceiling L-41 , 1 IL—J I Apartment Floor — _ _ — _ _ _ _ — — Second Floor Store Ceiling — — — — — First Floor Ceiling House First Floor Grade to be Based on New Foundation Height 93 Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after an dem in an way.If an Rem bearin 9 Y Y� Y Y 9 the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect or u"' �051� "� " �- Front Elevation Land Surveyor shall affix to the item his1her seal and the notation'Altered by'fd'lowed by his/her signature and the date of such alterations,and a specific description of the alteration. �rtEC Scale: ,-'°= 1'-0" Scale: 1/4" = V-0, Condon Enaineering P.C. %V Einstein Sc{uare Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York Date : 9-9-2019 (631) 298-1986 UMENNOMM � -30 Floor Insulatio O O O o -30 Floor Insulatio Cellar Plan 9 -==- SEP 1 1 G' Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any item In amy way.If an item bearing. _ 0 84 the seal of an Engineer,Architect,or Land Surveyor is altered,the alterimg Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by hisRrer SI r� signature and the date of such alterations,and a specific description of thie alteration. Scale: 1/4" = V-0' Condon Engineering, P.C. Einstein Square Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York Date : 9-9-2019 (631) 298-1986 xisting In ula io xi tin I I isu ati n xisting Insulation Family Room xisting lnsul do xisting Insulation Li Dining Room /-20 Insulation Living Room Kitchen Retail xisting Insulation \2)$" Sheetrock This Side of Wall -20 Insulation Bath Room 1 I / I / / OO (00 l // 8' trock This Side of Wall 2)$gn Sheetrock This Side of Wall Bath Room 2 -34 Insulation Retail -34 Insulation -34 Insulation -34 Insulation //R 00 00 =48100:3 1 st Floor Plan r .♦ eIA- 1 .qf S Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed r Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing =r' the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or �5 Land Surveyor shall affix to the item his/her seal and the notation'Attered by'followed by his/her signature and the date of such alterations,and a specific description of the alteration. '� ,,,',.max• Scale: 1/4" = V-0' Condon Engineering, P C Einstein Square Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York Date : 9-9-2019 (631) 298-1986 xisting Insulation xisting nsulation u_ 0 0 g Bed Room 1 Bed Room 2 ati n xisting Insulation • I xisting Insulation I LE Bath Room 3 Bed Room 3 O Bed Room 4 c O D xisting Insulation L $"Sheetrock Both Sides of Wall xisting Insulation xisting Insulal i n 000 L 0 0 0 0 (D o n i i i a � o Ilii xisting Insulation Kitchen n 177 Bath om 4 T] c oD Bed Room 7 xisting Insulation Bed Room 6 Bed Room 5 Deck Bath Room 5 Living Room O xisting Insulation 0 xisting Insulation is I ulation 2nd Floor Plan Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect �4 g ect,or Land Surveyor,to alter any item in anyway.If an item bearingr- the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Altered by'foo ed by his/her signature and the date of such alterations,and a specific description of the alteration. Scale: 1/4" = 1'-0' Condon Engineerina P.C. „� Einstein square Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York Date : 9-9-2019 (631) 298-1986 Attic Floor Second Floor Ceiling L=t Li L—I Apartment Floor Store Ceilling Grade to be Based on New Foundation Height East Elevation Scale: 1"= 1'-0" Second Floor Ceiling - - - - - - - - - - ff SeconaTFo—or First Floor Ceiling Fi LUU House First Floor 171 1711 1 Grade to be Based on New Foundation :='- ' ' S• C:( ,a Height West Elevation Scale: 4'= 1'-0" Plans are prepared by Condon Engineering,P.C. It is a violation of the New,York State Education 4«- `f Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to after any item in any sway.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the aftering(Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation'Aftered b,y'follo ved by his/her signature and the date of such alterations,and a specific description of the a3fteration. a �•a Scale: 1/4" = 1'-0' Condon Enaineerin P. . �: C Einstein Square Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York Date : 9-9-2019 (631) 298-1986 Attic Floor Attic Floor — — — — — Second Floor Ceiling Second Floor Ceiling Ll Apartment Floor 44Second Floor - — — — — — — — Store Ceiling First Floor Ceiling TFr_r;E F I ooao House First Floor Grade to be Based on New Foundation Height Back Elevation Scale: 4'= 1'-0" Attic Floor Second Floor Ceiling _ _ _ _ _ _ _ _ Attic Floor Second Floor Ceiling LL__J1 Apartment Floor Second Floor Store Ceiling — — — — — — First Floor Ceiling House First Floor Grade to be Based on New Foundation Heighti, :- •Y Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed 4 .;°• y "� " Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing �`� 684 w' the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or t�,'°��► Front Elevation Land Surveyor sha!!affix to the item his/her seal and the notation'Altered by'f0mved by his/her signature and the date of such alterations,and a specific description of the alteration. Scale: 4'= 1'-0" Scale: 1/4" = 1'-0' Condon Enaineerina P.C. „11 Einstein Square Drawn by : JJC 1755 Sigsbee Road 54180 Main Road Mattituck, New York 11952 Southold, New York 6 Date : 9-9-2019 (631) 298-1986