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HomeMy WebLinkAbout45412-Z �0 EFO coGy Town of Southold 4/29/2022 P.O.Box 1179 y z 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43020 Date: 4/29/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2000 Hyatt Rd, Southold SCTM#: 473889 Sec/Block/Lot: 50.-1-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/28/2020 pursuant to which Building Permit No. 45412 dated 11/6/2020 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: single family dwelling with unfinished basement, pergola covered concrete porch, rear deck and second floor balcony as applied for. The certificate is issued to Pants View 2 LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 45412 11/8/2021 PLUMBERS CERTIFICATION DATED 11/9/2021 Brad Piec ch tho ed Signature ©mss 914-�o ' TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE oy.s 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#: 45412 Date: 11/6/2020 Permission is hereby granted to: Pants View 2 LLC c/o Anthony Bonsignore 200 Park Ave S FI 8 New York, NY 100031526 To: demolish dwelling (as per Town Code definition) and reconstruct single-family dwelling as applied for. At premises located at: 2000 Hyatt Rd, Southold SCTM # 473889 Sec/Block/Lot# 50.-1-2 Pursuant to application dated 9/28/2020 and approved by the Building Inspector. To expire on 5/8/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,157.60 CO -NEW DWELLING $50.00 Total: $1,207.60 Bu riding Inspector ®�*oF SO(/ry®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlinl-town.southold.n us Southold,NY 11971-0959 ,c� • a0 y ®�yCOMM,Ntc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Pants View 2 LLC Address: 2000 Hyatt Rd city:Southold st: NY zip: 11971 Building Permit#: 45412 Section: 50 Block: 1 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 60 Ceiling Fixtures 15 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 17 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 9 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Elec Ceiling Fan 3 Combo Smoke/CO 2 Transformer UC Lights 72' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 42 Step Lights 5 Exit Fixtures Pump Other Equipment: FloorHeat-2 , W/D, DW, InSinkerator, Oven, Fridge, Hood Notes: New Two Story Inspector Signature: '' Date: November 8, 2021 S.Devlin-Cert Electrical Compliance Form �o��of sor�Pyo�o Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CA- P.O.Box 1179 Southold,NY 11971-0959 V{�4•1 BUILDING DFPARTAffiNT TOWN OF SOUMOLD ® � C L NOV 1 7 2021 TOWNING DEPT OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: (Please print) Plumber. 8M& (Please print) u I certify that the solder used in the water supply system contains less than 2110 of I% lead. N umbers Signature) Swords to before me this day of 20J4_ C� SUSAN A.RICO Notary Public,State of New York No.01 R1S183459 Notary Public, lW114 County Qualified in Suffoll(County Commission Expires March 17,20 _r - Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN FALL 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 Date. 09.15.2020 New Construction: Old or.Pre-existing Building: X (check one) Location of Property: 2000 Hyatt Rd Southold House No. Street Hamlet Owner or Owners of Property: Pants View 2 LLC c/o Altman Greenfield &Selvaggi, LLP Suffolk County Tax Map No 1000, Section 050 Block 01 Lot 002 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Elizabeth Roberts,Architect Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: •V/ (check one) Fee Submitted: $ Applicant Signature CONSENT TO INSPECTION Anthony B o n s i g n o r e, Pants View 2 LLC ,the undersigned, do(es)hereby state: . Owner(s)Name(s) That the undersigned(is) (are)the owner(s) of the premises in the Town of Southold, located at 2 0 0 0 H y att R d , which is shown and designated on the Suffolk County Tax Map as District 1000, Section 0 5 0 ,Block 01 ,Lot 0 0 2 That the undersigned(has) (have)filed,or cause to be filed, an application in the Southold Town Building Inspector's Office for the following: Alterations to an existing single family house as per plans submitted. work includes. interior alterations and new deck and pergola. That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application,including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: 16 - Signature) Anthony Bonsignore (Print Name) (Signature) (Print Name) Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, Anthony Bonsignore,Pants View 2 LLC residing at 200 Park Ave.South,8th Floor (Print property owner's name) (Mailing Address) New York,NY 10003 do hereby authorize Elizabeth Roberts,R.A. (Agent) to apply on my behalf to the Southold Building Department. 10/27/20 (Ow��-Signature) (Date) Anthony Bonsignore (Print Owner's Name) D 8g R ,i N 0 V - 4 2020 liU I L-CW,4G D E 17,17. �apE SOUIy� {� -I-o'C)0 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] ,FIREPLACE & CHIMNEY- j ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE 116/21 INSPECTOR N� / �o��OF SOUTyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 114SPEC , - ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ FOUNDATION 2ND INSULATION/CAULKING [ ] FRA_MING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (OAA44 )Z& OAC_;� C' (I P � DATE 3 INSPECTOR ���•� SOF SObTH how o� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycoutim� 765-1802 INSPECT-ION [ ] FOUNDATION 1ST [ ] UGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING _ [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY -[ `] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 0 r/U1/ l t fir► DATE 1[)"$ j Wlel INSPECTOR SOUjyO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND: [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING 1 ZINAL DP"am o [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: �L C;,oLIA47 g, 111,1411, �1 l Am Ao D DATEILI -24 - INSPECTOR . OF SOUTyo/_ 514 f h� # # TOWN OF SOUTHOLD BUILD1 DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ]` FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [/] PRE C/O REMARKS:. -wor got colylko 4-0d 1� a C DATE �g' l INSPECTOR , ) F L1 LSL ic iH E ` it , I EN :0i1NEE;R;IN �G October 28, 2020 Building Inspector Town of Southold Main Road Southold, NY 11971 RE. 2000 Hyatt Road-Southold Dear Sir, I have inspected the existing sanitary system and I certify to the best of my knowledge and experience that it is in good operating order and is also compliant with current Health Department Regulations for a three (3) bedroom home. CF NE{+y v � CL e nD J NOV - 4 2020 BOARD CERTIFIED IN STRUCTURAL ENGINEERING JOSEPH@FIS CHETTI.COM FISCHETTIENGINEERING.COM 631 -765-2954 1 72 5 H O B A R T ROAD S O U T H O L D , N E w YORK 1 1 97 1 Condon Engineering, -P.C.. 'New'York State Licensed Professional Engineers 1765 Sigsbee'Road 631-2984986 'Ma' Wituck,New Ydik 11092 Fax 631-298-2651 www.condonengineering.com February 9,2022 n r=n v\ U APR 4 2022 M,r. Mike Verity Building Department D EPT. Town of Southold Town Hall p-,TC,D P.O. Box 1179 1 , Southold,`NY 11971-0959 Re: 2000 Hyatt Road,Southold,NY Dear Mr.Verity: ')r As requested, I Performed a blower door test for the d' ling at the above ferenced property. _)e r I h is The blower door reading for the dwellingit 851..�CF so(2.18 ACHI�.W - . H).W i is less than the required.maximum leakage rate of.1,173.8 CFMso or ACH. The ductWork it located withing the.envelope of the bul .'Cis not required to be tested. As required by the 2020 NYSECCC, I am 0 RESNET Certified Home Energy Rater and am qualified to provide performance testing of buildings:. Please,call me if you have-any questions or require additional information: Yours w hn J. C6 ndon, P.E. Bunch, Connie From: rachel nfwoodworks.com <rachel@nfwoodworks.com> Sent: Tuesday, April 19, 2022 4:35 PM To: Bunch, Connie Subject: FW: Connie, Are you able to view this picture better?2000 Hyatt Road, Southold guest house. Please advise. Best, Rachel From: Rachel <rachel_t04@yahoo.com> Date: Tuesday, April 19, 2022 at 4:32 PM To: "rachel@nfwoodworks.com" <rachel@nfwoodworks.com> Subject: <no subject> /J r Sent from my Whone FIELD INSPECTION REPORT DATE COMMENTS vb . C�1 FOUNDATION(1ST) ------------------------------- FOUNDATION(2ND) hP C� iw tfP,3st/ Q� ROUGH FRAMING& •. y PLUMBING '- aYl INSULATION.PER N.Y. STATE ENERGY CODE G J Btwl W. SITS FINAL v 4 ADDITIONAL COMME TS 7 �. n C94 z - y. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �� Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form Storm-Water Assessment Form dContact: Approved 1. ,2( Mail to: Disapproved a/c Phone: Expiration ,20 L`_afLu1� Buig nspector S E P $ 2020 PLICATION FOR BUILDING PERMIT liUH I'g7"G DEPT. Date September 15 _, 20 20 �, .,_d. 4, ;, rT , FOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 168 7th st, 3C, Brooklyn, N Y 11215 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Architect Pants View 2 LLC C/0 Anthony Bonsignore Name of owner of premises Altman Greenfield & S e l v a g g i, LLP (As on the tax roll or latest deed) If app corporation, signature of duly authorized officer (Nsame and title of corporate officer) Bui ders License No. North Fork Woodworks: 45819-H Plumbers License No. All Points East Plumbing & Heating: 50223-MP Electricians License No. P I ati n u m E a st E I e ctri c: 3 4 0 91-M E Other Trade's License No. 1. Location of land on which proposed work will be done: 2000 Hyatt Rd Southold House Number Street Hamlet County Tax Map No. 1000 Section 050 Block 01 Lot 002 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential b. Intended use and occupancy Residential 3. Nature of work(check which applicable): New Building Addition X Alteration X Repair Removal Demolition X Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor - If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 5 0.5' Rear 5 0.5' Depth 2 8.2' Height 25' Number of Stories 2 Dimensions of same structure with alterations or additions: Front 50.5' Rear 50.5' Depth 28.2' Height 25' Number of Stories 2 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 103.14' Rear 9 9.6 2' Depth 147.31' / 174.00' 10. Date of Purchase 08/30/ 2019 Name of Former Owner D i a n e J u d g e 11. Zone or use district in which premises are situated R 4 0 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed from premises? YES NO_X Pants View 2 LLC 200 Park Ave South, 8th Floor 14.Names of Owner of premises C/o A. B o n s i g n o r e Address N e w York, NY 10003 - Phone No. 212-768-4500 Name of Architect Elizabeth Roberts Address168 7th st,3C. Brooklyn, NY Phone No 718-504-5488 Name of Contractor North Fork Wood Works Address 810 Travelers St, Phone No. 631-298-7900 Southold, NY 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO_X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF Kings Elizabeth Roberts being duly sworn, deposes and says that(s)he is the alicant (Name of individual signing contract) above named, DIEGO SANTACRUZ Notary Public,State of New] York is the Architect a No.01 SA6219424 d in Kings County (Contractor,Agent, Corporate Officer,etc.) Commission Expires July 01,20 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 thi 121 day of � 4.•j " 20 Notary Public Signature of Applicant Scott A. Russell °Su p �T�O�I�IWWA\T)E K su�ERvisoR I�MIA.NA�G IEI� IEN T SOUTHOLD TOWN HALL-P.O.Box 1179 "' Z 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�o.� �� ' Town of',S`outhold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE AlNTY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ®� A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®® B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑® C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑® D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®® E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ®® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner.Design Professional.Agent.Contractor.Other) S.C.T.IvI. j`: 1000 Date: Dbtricl NAME: Stacy Paetzel, RLA 50 01 2 9/16/2020 Section Block Lot FOR BUILDING DEPARTMENT USE ONLY *��* Contact Information 631-209-2410 ?.kpharr N—bw Reviewed By: — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — 2000 Hyatt Road Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Southold, NY 11971 D Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM k SNICP-TOS MAY 2014 APPLICANT: S.C.T.M.# 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — bps� /r RLA 50 01 2 Stormwater Management Control Plan CHECK LIST Stacy Paetzel NAME: r section Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Pit—Print 631-209-2410 Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 9/16/2020 'ol J29 all Information that has been Required by the following Checklist Signature T&ph—N—it.,. 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries ✓ [�0 b. Total Site Acreage. 0� c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(00. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ! �0 e. Limits of Clearing & Area of Proposed Land Disturbance. ✓ f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) Existing contours are shown.No changes to existing grades are proposed. g. Location of all existing& proposed structures, roads, ✓ �� driveways,sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. ✓ 1. Location of proposed Swimming Pool and discharge ring. Om No Swimming Pool Proposed j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 00 2. Stormwater Management Control Plan must include Calculations showing I 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 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. b. Construction Entrance& Site Access. 0r�® Existing driveway to be used as construction entrance. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) U� d. Leaching Structures (ea. infiltration basins,swales,etc.) **** FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed & ® Stormwater Management Control Plan is Not Complete. ApprevedBy: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 �gOffO1,��oGy� 0� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o _ Tdwn Hall Annex-54375 Main'Road-PO Box 1179-Southold, NY 11971-0959 4 �a0� Telephone (631 765-1802-FAX(631) 765-950 Temporary Certificate # &meq Date �2. Iq2020 Customer Name �Rf Electrician Name _P1-*t1N U.," Address 2Qp� S u�H 4 tp> Phone e-mail e-mail p),,, -j/Num e- tL5 ® &A,0 Phonea7 S License# �(O Size ZGD A Phase�_Overhead Underground #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole U P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days � date above. Authorized by ` BUILDING DEPARTMENT- Electrical Inspector FROZ °_;I TOWN OF SOUTHOLD DEC 1 1 202T own Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 -Te[e466C 31) 765-18 2= FAX (631) 76b-9b0�• �a ;=Y. - '` 2 roger.riche rt(a-town.south old.n V.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: kel-N Date: ,20 Company Name.: _KAZZAZU_a4_1 LS7— 6(6-1( 1 JVC. Name: I email: A a' (OZI License No.: -mr- 3 YO M"ec4 3 v& Address: 3 r-AAAH V,Z JeD s,ou�CD S7 r 3 -JV Phone No.: (,2 r7 &S Q JOB SITE INFORMATION: (All Information Required) Name: Eft tAPAC H f?k Address: a000 HjATT 02 S 0 LTY0 CD Cross Street: Phone No.: Bldg.Perr-hit email: Fax Map District: 1000 Section". S0 Block: 1 Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) tcs Circle All That Apply: Is job ready for inspection?: -YES NO Ro.ugh:ln Final Do you need a Temp Certificate?: YE / No Issued On Temp Informatio (All information required) Service Size 1 3 Ph Size: A. # Meters Id Meter# ��(qqr+ New Service - Fire Recon ect- Flood Reco ect- Service Reconnecte Underground Overhead # Underground Latera 2 - 'H Fram Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION /N Request for Inspection FormAs PERMIT# a . A dr Switches _ 1 -a GFI's , ; `L Surface �. Sconces, l u UC Lts Fans AA .4 Fridge Exhaust Oven Smokes DW Mini t CarbGenerator on Micro Coimo: �. Cooktop , ...,... ..._.... _... _ Transfer AH Hood Service e ' Amps Hav Used Special•. : Comments: V "U i L SOUTHOLD RESIDENCE 2000 Hyatt Road Southold, New York EXISTING OUTDOOR SHOWER PROJECT LIMITING SILT FENCE �- 00 C14to `D �b h ENCLOSURE TO REMAIN -SEE DETAIL 1 EXISTING WOOD SHED \ marshall poetzel 6.57' \ S64°50'00"t, i TO BE REMOVED 147.31' LANDSCAPE ARCHITECTURE EXISTING APROPOSE l l l l l l l l l l I I I I I I I I I I I I IIIIIIIIIIIIIIIIIIIIIIIILL M IL TY POLE PROPOSEDPROPOSED5175 Route 48 GENERATOR CONDENSINGPO Box 478 011 o, x 45.8 = EXISTING WOOD RAMPLOCATION UNIT LOCATION Mattituck,NY 11952 ( ) TO BE REMOVEDEXISTING UTILITYENCLOSURE TO BE--- \ phone: (631)209-2410 'EXISTING TIMBER REMOVED 1. HAY BALES fax: (631)315-5000 RETAINING WALL TO REMAIN email: mail@mplastudio.com i TO REMAIN(TYP.) = EXISTING / = DURING SEPTIC i = CONSTRUCTION ( � ED UTILITY TO REMAIN iTYP.)o I x(46.0) _ OSURE MATERIAL/ /7ZZ 1 ( SURVEYOR: P llnunnrinnIIIII STOCKOPILOEIAREA I ZZZZZZZi,ZZZ ������a�� Kenneth Woychuk LS ``������ N.Y.S. Licensed Land Surveyor LO 0 I EXISTING WOOD = (58$)x \ \ Zinn►IIIIIIIIIII►Ilullltllllllnllult P.O. Box 153 X STEPS TO REMAIN I _ -C r (46.6)x _ I Aquebogue, NY 11931 Ix(4, ;' EXISTING WOOD = . I \ o (631) 298-1588 X DECK,TO BE I =_ /, REMOVED ', = I EXISTING Z OVERHANG \ AY ARCHITECT: I I = TO REMAIN PROPOSED 50'OF EX►STING D P' I. 8'DIA X 5'HT. TO BE USED Elizabeth Roberts Architects i DRYWELL �- CONSTRUCTION ACCESS 168 7th Street Suite 3C -SEE DET 2 Illll`�n►umnutumnln Brooklyn, New York 11215 I x(46.4) EXISTING (718) 504-5488 X RESIDENCE TO j CONCRETE x I BE RENOVATED WASHOUTAREA X I,PROPOSED (SEE AR;HITECTS DRAWINGS) DW-1 , EXISTING GRAVEL k (47.2)x _ DECK FFE:60.1 x(59.7) - -DRIVEWAY TO REMAIN X I - �� 7O�iN X I x 45.3 = EXISTING - -- - I STOOP - I = OVERHANGS ON TO BE I �; CONSTRUCTION " ( ) ` a STONE - x I - i ` � �', ' EXISTING HOUSE -- TO BE REMOVED I I I _ I , REMOVED I �, STAGING AREA _ PROPOSED xI X 1 _,56,6)x xcn PROPOSED I (B'N 41.8) I = (60101 ^ CONCRETE 1000 GAL. I Z (Tr!44.7) I _ DECK WITH UNDERGROUND PROPANE TANK EXISTING WOOD m x(46.31 - - - - - - - PERGOLA ( PERGOLA W/ I \` G) 0 _ (5 .5)x --- v ABOVE - OPEN TRELLIS X O j x{49.5)1 ;' I x I 7 TO BE REMOVED I SITE DATA: EXISTING TIMBER EXISTING WATER ZZiZZZ m SCTM# 1000-50-01-2 x RETAINING WALL LINE TO REMAIN i (TW 54.2)x piZ _ � ---10'MIN. - ___ - _�; O ITo REMAIN(TYP.) DW-2 x x x x o Z 16,004.61 SF (0.37 acres) X I EXISTING WELL ` (BW 52.8)x ZZZiZZZZ \ / PROPOSED -- - O ZZZ _ / VDIAX5'HT. x I I Z�iZ 1- -/ DRYWELL EXISTING FENCE N ZZiZZ4 -SEE DETAIL 2 x +GATES(TYP.) • X X� -� x-� �- �� �X �- �k X X X X X X X X X X X X X X X X X X X_x­_7 X XJ PROPOSED 4"SDR 35 DRAIN PIPE PITCHED TO DRYWELL 1 I , NOTES: !TW 44.8) ) 1. Existing conditions based on survey / ! x(0,2 ,3.7) EXISTING ` prepared by Kenneth M Woychuk Land DRIVEWAY Surveying dated 06/03/2020. /601 _ --A ` __, 2. This drawing is for the purpose of TEST HOLE LOCATION / - obtaining permits only. NOT FOR CONSTRUCTION. 3. Unauthorized alteration of this plan is a / i ! violation of NYS Education Law. ( 4. No changes to existing grades are i proposed. i 323.45' meq\ \ 174.00' REVISIONS N 64°50'00"W DATE DESCRIPTION No- Co s e a I LEGEND �� a SCq �9,p PRECAST CONCRETE TEST HOLE DATA ,� CIO DOME - PROPERTY LINE �1 SDR 35 PVC a INLET PIPE �-t`'--- SEE PLAN FOR ELEV. 3 7.7 ST 002 71�'x Q� 25'RIGHT OF WAY PIPE SIZE GRADE:ELEV:±60.0 18'-0"MAX. C.to C. O 2'-0" TOP OF DRYWELL: 58.0 MIXED SAND �TFOFNE`Ny U_F MAX LOAM FINES --W EXISTING WATER LINE O Q 2' ?ADSDR 35 PVC E _LU OVERFLOW PIPE ❑ ❑ 0 ❑ ❑ BACKFILL 3'-0"MINIMUM BROWN ,F1 _ �? u0-,17 SEE PLAN FOR ❑ ❑ ❑ AROUND DRYWELL WITH TITLE: _M PIPE SIZE 1 J"-1�"MEDIUM COARSE SC LAYEY SAN �, EXISTING UTILITY POLE ❑ ❑ ❑ ❑ ❑ SAND/GRAVEL W/GRAVEL STO R M W AT E R IN LAYERS O� �O ❑ ❑ = ❑ ❑ PRECAST CONCRETE 3,( �� STORM DRAIN RING PERSPECTIVE VIEW SEE PLAN FOR DEPTH =-�--�--�--`��- NOTES: WATER IN x (54.0) EXISTING ELEVATION BROWN MANAGEMENT GEOTEDTILE WIRE FENCING ❑ ❑ 0 ❑ 4'-0"MINIMUM PENETRATION INTO RATEABLE SOIL. TIED TO WIRE FENCE 2'SK4"OPENINGS CLAYEY SAN 48"FENCE POST ❑ ❑ ❑ ❑ ❑ 25'-0"MAXIMUM DEPTH BELOW GRADE SC W/GRAVEL -(54)- -- - EXISTING CONTOUR CONTROL SITE EXISTING COMPACTED SOIL 8'O.C. ❑ ❑ ❑ ❑ ❑ 2'-0"MINIMUM ABOVE GROUND WATER IN LAYERS GRAD GEOTEXTILE EXISTING STRUCTURE PLAN TO BE BURIED2'-0"' _ 2'-0"MAXIMUM ACCESSCHIMNEY(IF NECESSARY) TO BE REMOVED IN GROUND, 2 S SHOWN PE MIN SEE PLAN FOR WIDTH DRYWELL TO BE LOCAL CODES INSTALLED AS PER STATE AND 58 GROUND WATER LINE WATER IN 4"SDR 35 DRAIN PIPE NON-RATEABLE SOIL Drainage Calculations and Structure Schedule BROWN NOTE: 6'-0" o FINE TO 0 5 10 MAXIMUM DRAINAGE AREA MIN House+Deck with Pergola(1870 SF @ 100/)+Deck(480 SF @ 100•x)=2350 SF COARSE SAND ^1 5" 1/2 ACRE / 100 LINEAR FEET CLEAN MEDIUM SAND AND GRAVEL- 2350 SF x 2" rainfall (.167)=392.5 CF/Existing 8'Dia. Drywel1 (42.3)=9.3'depth req'd PRECAST DRYWELLI r�� y COARSE FILL RATEABLE SOIL DW-1 8'Dia x 5'depth Scale 1"=10'-0" y DW-2 8'Dia x 5'depth 64' 111111111111111111111 PROJECT LIMITING SILT FENCE 10'depth provided JUNE 10, 2020 DRAWN BY: PROJECT LIMITING SILT FENCE CONCRETE DRYWELL * T.KENNISTON r r' 04RECAII NOTE-BOTTOM OF DRYWELLTO BE MIN 2 ABOVE GROUNDWATER ELEV.AS SHOWN ON McDONALD GEOSCIENCE CHECKED BY: SWM` Section Not to Scale Section Not to Scale X X EXISTING FENCING TO REMAIN S.PAETZEL TEST HOLE DATA PREPARED BY McDONALD GEOSCIENCE • DATE:2020.09.16 REVISED: SHEF Baumbach Residence HVAC Load Calculations for IiLw wMR RHVACRi~SIDENTIAL, HVAC LOADS or * / Prepared By: r John J Condon, PE Condon Engineering, PC ZL 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 Thursday, April 21, 2022 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 Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Baumbach Residence Mattituck NY 11952 --- Pe Project Report General Proiect Information Project Title: Baumbach Residence Designed By: John J. Condon, PE Project Date: April 20, 2022 Company Name: Condon Engineering, PC Company Representative: John J Condon, PE Company Address: 1755 Sigsbee Road Company City: Mattituck, NY 11952 Company Phone: 631-298-1986 Design Data Reference City: Westhampton, New York Building Orientation: Front door faces South Daily Temperature Range: Medium Latitude: 42 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains 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: 2,208 CFM Per Square ft.: 1.235 Square ft. of Room Area: 1,787 Square ft. Per Ton: 533 Volume (ft'): 26,077 Buildin Loads Total Heating Required Including Ventilation Air: 40,785 Btuh 40.785 MBH Total Sensible Gain: 34,308 Btuh 85 % Total Latent Gain: 5,959 Btuh 15 % Total Cooling Required Including Ventilation Air: 40,267 Btuh 3.36 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:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence Mattituck NY 11952 Page 3 ---- Miscellaneous Report System 1 System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb 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 System 2 Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data D Bulb Wet Bulb 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 Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.226 AC/hr 0.099 AC/hr 98 CFM 43 CFM Infiltration Actual: 0.316 AC/hr 0.213 AC/hr Above Grade Volume: X 26,077 Cu.ft. X 26,077 Cu-ft. 8,238 Cu.ft./hr 5,562 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 137 CFM 93 CFM Total Building Ventilation: 0 CFM 0 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 = (0.68 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: 0.223 AC/hr(72 CFM) Summer Infiltration Specified: 0.098 AC/hr(32 CFM) Blower Door Data: Wind Shielding Class: 3- More Obstructions Building Stories: 2 Multi/Single Option: Multi-Point C: 74.7 n: 0.622 ---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: 0.235 AC/hr(26 CFM) Summer Infiltration Specified: 0.104 AC/hr(12 CFM) Blower Door Data: Wind Shielding Class: 3- More Obstructions Building Stories: 2 Multi/Single Option: Multi-Point C: 74.7 n: 0.662 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence M ttitu k 11952 Page 4 Load Preview Report Ne� ft. Se La Ne Se Hts CI Acn Duct Scope i Tort /Tort Area Gain Gai Gair Loss 9 I Size 1f CFM CFM CFM, Buildinq 3.36 533 1,787 34,308 5,959 40,267 40,785 2,208 2,208 2,208 System 1 2.78 491 1,365 29,080 4,308 33,388 31,140 1338 1,338 1,338 18x1 Humidification 1,228 Zone 1 1,365 29,080 4,308 33,388 29,912 1,338 1,338 1,338 1-Bedroom 105 165 3,204 442 3,646 2,080 93 147 147 6 2-Bath 60 239 21 260 975 44 11 11 3 3-Hall 103 541 0 541 2,230 100 25 25 3 4-Bunk Room 131 3,755 850 4,605 2,486 111 173 173 7 5-Stair/Entry 110 1,027 130 1,157 4,745 212 47 47 4 6-Livinq/Kitchen 392 14,313 1,922 16,235 11,712 524 659 659 8,8, 7-Den 189 3,473 494 3,967 4,400 197 160 160 6 8-Loft 216 2,528 449 2,977 1,283 57 116 116 5 System 2 0.57 736 422 5,228 1,651 6,879 9,645 870 870 870 11x1 Humidification 453 Zone 1 422 5,228 1,651 6,879 9,192 870 870 870 9-Master Bedroom 245 4,460 1,058 5,518 5,100 483 742 742 10,1 10-Master Bath 105 622 477 1,099 3,251 308 103 103 5 11-Master Closet 72 147 116 263 841 80 24 24 3 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Condon EngineeringBaumbach Residence Mattituck NY 119521 Pag Duct Size Preview Room or mu Source MiniMaximu Rough Desig S Du D Htg Clg Act Duct Reg Duct Name Veloci Veloci Fact U10 L Veloci Leng Flow I Size Size Svstem 1 Supply Runouts Zone 1 1-Bedroom 105(SR-16 TMDD 600 900 0.0055 0.08 0.163 748.7 20 93. 147 6 6x12 2-Bath(SR-170) TMDD 600 900 0.0055 0.08 0.017 224.1 10 44_I 11 3 4x8 3-Hall(SR-180) TMDD 600 900 0.0055 0.08 0.101 509.3 15 100_ 25 3 4x8 4-Bunk Room(SR-190 TMDD 600 850 0.0055 0.08 0.105 647.3 15 11'M 173 7 8x12 5-Stair/Entry(SR-200 TMDD 600 850 0.0055 0.08 0.094 538.6 15 212■ 47 4 4x8 6-Living/Kitchen(SR: 600 850 0.0055 0.08 0.11 630.3 25 8 12x12 SR-6-Li SR-400)/Kit TMDD 600 900 0.0055 0.08 0.11 630.3 25 5241: 24 659 8 12x12 600 900 0.0055 0.08 0.103 630.3 20 I 8 12x12 7-Den(SR-210) TMDD 600 850 0.0055 0.08 0.209 814.9 25 197 160 6 8x12 8-Loft(SR-41 0) TMDD 600 900 0.0055 0.08 0.184 850.7 10 57S 116 5 6x12 Other Ducts in System 1 Supply Main Trunk TMDD 600 900 0.0003 0.08 0.161 892.7 10 1,339 . , 1,339 18x12 (ST-100) RT-100 TMDD 400 700 0.005 0.08 0.139 688.1 10 1,338! 1,338 1,338 14x20 RR-100 TMDD 400 700 0.005 0.08 0.055 488.9 10 0 0 183 6x9 8x12 RR-110 TMDD 0 0 0.005 0.08 0.083 629.8 10 0 0 1,155 33x8 24x24 Svstem 2 Supply Runouts Zone 1 9-Master Bedroom TMDD 483 742 600 900 0.0055 0.08 0.118 680.2 25 10 2424 (SR-260,SR-270) 600 900 0.0055 0.08 0.1 680.2 10 10 24x24 10-Master Bath(SR-38 TMDD 600 900 0.0055 0.08 0.2 755.4 25 308., 103 5 6x12 11-Master Closet TMDD 600 900 0.0055 0.08 0.077 488.9 10 80■ 24 3 4x8 (SR-280) Other Ducts in System e Supply Main Trunk TMDD 600 900 0.0003 0.08 0.114 758.4 5 870. 869 11x15 (ST-130) RT-110 TMDD 400 700 0.005 0.08 0.137 669.9 15 870_i 870 11x17 RR-120 TMDD 400 700 0.005 0.08 0.082 626.4 10 0 870 25x8 24x24 Summary Svstem 1 Heating Flow: 1338 Design Friction Rate: 0.097 TEL Return: 341. Coolinq Flow: 1338 Total Cumulative SP Loss: 0.592 TEL SuDDIv: 269. Fan ESP: 0.592 Device SP Loss: 0 TEL Total: 61 1. Fan SP Available: 0.592 Return Loss Added to SUDDly: 0.221 Svstem 2 Heatinq Flow: 870 Desiqn Friction Rate: 0.104 TEL Return: 287. Cooling Flow: 870 Total Cumulative SP Loss: 0.534 TEL SuDDIv: 223. Fan ESP: 0.534 Device SP Loss: 0 TEL Total: 511. Fan SP Available: 0.534 Return Loss Added to SuDDIv: 0.22 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday,April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence Mattituck. NY 11952 Paae Tabular Manual L) Ductsize Grid Feeds 77-7­1 Ducts Room(s) Zones Flow Diam Wid Hei Vel Baumbach Manual J-D-S Baumbach Residence System 1 -System 1 El Supply - -- - B ST-1_00 1 133916 X18 12 ;893 SR-160 Bedroom 105 1 147 6 4.7 6.6 749 SR-170 Bath_ 1 11 3 2.4 3.3 224 SR-180 Hall 11 X25 3 X2.4 3.3 509 SR-190 Bunk Room 1 173 7 5.4 7.7 647 a SR-200 Stair/Entry 1 47 4 3.1 4.4 15391 SR-210 Den 1 160 6 4.7 6.6 815 SR-220 Livinq/Kitchen 1 220 8 6.2 8.7 630 SR-390 Livinq/Kitchen 1 220 8 6.2 8.7 630 SR-400 Livinq/Kitchen 1 220 8 j6.2 8.7 6301 SR 410 Loft 1 116 5- 3.9 5.5 851 E Return 2 RT-100 1 1338 18.2 14 '20 688 Bedroom 105 RR-100 Bath 1 183 8 6 9 1489 I Hall !Bunk Room Stair/Entry RR-110 Living/Kitchen 1 115516.8 33 8 630 !Den Loft _ El System 2-System 2 0 Supply ST-130 1 .869 14 11 15 758 SR-260 Master Bedroom 1 371 10 7.8 10.9680 i SR-270 Master Bedroom 1 1371 10 7.8 10.9680 SR-280 Master Closes 1 24 3 2.4 3.3 489 SR-380 IMaster Bath 1 103 5 3.9 5.5 755 Return E RT-110 870 14.9 11 17 670 Master Bedroom I RR-120 Master Bath 870 14.9 25 8 626 Master Closet C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 416 PM I Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence Mattituck. NY 11952 lu P Tabular Manual D Ductsize Data - Duct System 1 - Supply ---Duct Name, etc. Type [Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: ST-100, Fittings: 1-A, 8-D1, 8-D1, Effective Length: 206.8 Trunk 0.0003 16 893 0.008 Up: Fan 72 18 0.078 0.153 Rect 10.0 12 196.8 0.161 Nearest Inch 1,339 50 0.209 0.383 ---Duct Name: SR-160, Supplies: Bedroom 105, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 57.9 Runout, Reg: 6x12 0.0055 6 749 0.056 Up: ST-100 72 4.7 0.282 0.107 Rnd 20.0 6.6 37.9 0.163 Nearest Inch 147 31.4 0.047 0.546 --Duct Name: SR-170, Supplies: Bath, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 23.7 Runout, Reg: 4x8 0.0055 3 224 0.007 Up: ST-100 72 2.4 0.070 0.010 Rnd 10.0 3.3 13.7 0.017 Nearest Inch 11 7.9 0.193 0.399 ---Duct Name: SR-180, Supplies: Hall, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 29.5 Runout, Reg: 4x8 0.0055 3 509 0.051 Up: ST-100 72 2.4 0.341 0.049 Rnd 15.0 3.3 14.5 0.101 Nearest Inch 25 11.8 0.109 0.483 ---Duct Name: SR-190, Supplies: Bunk Room, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 61.3 Runout, Reg: 8x12 0.0055 7 647 0.026 Up: ST-100 72 5.4 0.172 0.080 Rnd 15.0 7.7 46.3 0.105 Nearest Inch 173 27.5 0.104 0.488 ---Duct Name: SR-200, Supplies: Stair/Entry, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 36.6 Runout, Reg: 4x8 0.0055 4 539 0.038 Up: ST-100 72 3.1 0.256 0.055 Rnd 15.0 4.4 21.6 0.094 Nearest Inch 47 15.7 0.116 0.476 ---Duct Name: SR-210, Supplies: Den, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 63.0 Runout, Reg: 8x12 0.0055 6 815 0.083 Up: ST-100 72 4.7 0.333 0.126 Rnd 25.0 6.6 38.0 0.209 Nearest Inch 160 39.3 0.000 0.592 ---Duct Name: SR-220, Supplies: Living/Kitchen, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 80.2 Runout, Reg: 12x12 0.0055 8 630 0.034 Up: ST-100 72 6.2 0.137 0.076 Rnd 25.0 8.7 55.2 0.110 Nearest Inch 220 52.4 0.100 0.492 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence Mattituck.NY 11952 10 F y Manual U Ductsize Data - Duct System 1 - Supply (cant'd) ---Duct Name, etc. Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizinq CFM Area SP.Avail SPL.Cumul ---Duct Name: SR-390, Supplies: Living/ Kitchen, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 80.2 Runout, Reg: 12x12 0.0055 8 630 0.034 Up: ST-100 72 6.2 0.137 0.076 Rnd 25.0 8.7 55.2 0.110 Nearest Inch 220 52.4 0.100 0.492 ---Duct Name: SR-400, Supplies: Living/Kitchen, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 75.2 Runout, Reg: 12x12 0.0055 8 630 0.027 Up: ST-100 72 6.2 0.137 0.076 Rnd 20.0 8.7 55.2 0.103 Nearest Inch 220 41.9 0.107 0.486 ---Duct Name: SR-410, Supplies: Loft, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 39.7 Runout, Reg: 6x12 0.0055 5 851 0.046 Up: ST-100 72 3.9 0.463 0.138 Rnd 10.0 5.5 29.7 0.184 Nearest Inch 116 13.1 0.026 0.567 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. summary Number of active trunks: 1 Number of active runouts: 10 Total runout outlet airflow: 1,339 Main trunk airflow: 1,339 Largest trunk diameter: 16 ST-100 Largest runout diameter: 8 SR-220 Smallest trunk diameter: 16 ST-100 Smallest runout diameter: 3 SR-170 Supply fan external static pressure: 0.592 Supply fan device pressure losses: 0.000 Supply fan static pressure available: 0.592 Runout maximum cumulative static pressure loss: 0.592 SR-210 Return loss added to supply: 0.221 Total effective length of return (ft.): 341.8 RR-110 Total effective length of supply(ft.): 269.8 SR-210 Overall total effective length (ft.): 611.5 RR-110 to SR-210 Design overall friction rate per 100 ft.: 0.097 (Available SP x 100/TEL) System duct surface area (Scenario 1): 343.2 (Not linked to duct load) Total system duct surface area: 343.2 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence -Mattituck, Y 11952 ���....LVV� Pa Tabular Manual D Ductsize Data - Duct System 2 - Supply --Duct Name, etc. Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: ST-130, Fittings: 1-A, 8-D1, 8-D1, Effective Length: 169.2 Trunk 0.0003 14 758 0.003 Up: Fan 72 11 0.067 0.111 Rect 5.0 15 164.2 0.114 Nearest Inch 869 21.7 0.200 0.334 ---Duct Name: SR-260, Supplies: Master Bedroom, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 99.4 Runout, Reg: 24x24 0.0055 10 680 0.030 Up: ST-130 72 7.8 0.118 0.088 Rnd 25.0 10.9 74.4 0.118 Nearest Inch 371 65.4 0.083 0.451 ---Duct Name: SR-270, Supplies: Master Bedroom, Fittings: 3-A, 8-A2, 13-A2, 8-A2, 113-A, 4-G, Effective Length: 84.4 Runout, Reg: 24x24 0.0055 10 680 0.012 Up: ST-130 72 7.8 0.118 0.088 Rnd 10.0 10.9 74.4 0.100 Nearest Inch 371 26.2 0.100 0.434 ---Duct Name: SR-280, Supplies: Master Closet, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 24.4 Runout, Reg: 4x8 0.0055 3 489 0.032 Up: ST-130 72 2.4 0.315 0.045 Rnd 10.0 3.3 14.4 0.077 Nearest Inch 24 7.9 0.123 0.411 ---Duct Name: SR-380, Supplies: Master Bath, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A, 4-G, Effective Length: 54.6 Runout, Reg: 6x12 0.0055 5 755 0.092 Up: ST-130 72 3.9 0.366 0.108 Rnd 25.0 5.5 29.6 0.200 Nearest Inch 103 32.7 0.000 0.534 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary Number of active trunks: 1 Number of active runouts: 4 Total runout outlet airflow: 869 Main trunk airflow: 869 Largest trunk diameter: 14 ST-130 Largest runout diameter: 10 SR-260 Smallest trunk diameter: 14 ST-130 Smallest runout diameter: 3 SR-280 Supply fan external static pressure: 0.534 C:\Condon Engineering\HERS\NFWVV-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence ttituck NY 11952 Pacie 1 Tabuiar Manual D Ductsize Data - Duct System 2 - Supply (cvnt'd) Summary Supply fan device pressure losses: 0.000 Supply fan static pressure available: 0.534 Runout maximum cumulative static pressure loss: 0.534 SR-380 Return loss added to supply: 0.220 Total effective length of return (ft.): 287.3 RR-120 Total effective length of supply (ft.): 223.8 SR-380 Overall total effective length (ft.): 511.2 RR-120 to SR-380 Design overall friction rate per 100 ft.: 0.104 (Available SP x 100/TEL) System duct surface area (Scenario 1): 153.9 (Not linked to duct load) Total system duct surface area: 153.9 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM [Rhvac-Residential&Light Commercial HVAC Loads , Elite Software Development,Inc. don Enqineerinq SSBaumbach Residence itu k NY 11952a 11 Tabular Manual D Ductsize Data - Duct System 1 - Return ---Duct Name, etc. Type[Reg.Size] Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizing CFM Area SP.Avail SPL.Cumul ---Duct Name: RT-100, Fittings: 8-D1, 8-D1, 10-A, Effective Length: 225.8 Trunk 0.005 18.2 688 0.006 Up: Fan 72 14 0.062 0.133 Rect 10.0 20 215.8 0.139 Nearest Inch 1,338 56.7 -0.083 0.221 ---Duct Name: RRA 00, Returns From: Bedroom 105, Bath , Hall, Fittings: 3-A, 8-A2, 8-A2,8-A2, 13-A,4-G, Effective Length: 58.8 Runout, Reg: 8x12 0.005 8 489 0.009 Up: RT-100 72 6 0.093 0.045 Rect 10.0 9 48.8 0.055 Nearest Inch 183 25 -0.028 0.055 ---Duct Name: RR-110, Returns From: Bunk Room, Stair/Entry, Living/Kitchen, Den, Loft, Fittings: 3-A, 8-A2, 8-A2, 8-A2, 13-A,4-G, Effective Length: 116.0 Runout, Reg: 24x24 0.005 16.8 630 0.007 Up: RT-100 72 33 0.071 0.075 Rect 10.0 8 106.0 0.083 Nearest Inch 1,155 68.3 0.000 0.083 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch, Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summar Number of active trunks: 1 Number of active runouts: 2 Total runout outlet airflow: 1,338 Main trunk airflow: 1,338 Largest trunk diameter: 18.2 RT-100 Largest runout diameter: 16.8 RR-110 Smallest trunk diameter: 18.2 RT-100 Smallest runout diameter: 8 RR-100 Runout maximum cumulative static pressure loss: 0.083 RR-110 Return loss added to supply: 0.221 Total effective length of return (ft.): 341.8 RR-110 System duct surface area (Scenario 1): 150 (Not linked to duct load) Total system duct surface area: 150 C:\Condon Engineering\HERS\NFVWV-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 416 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Baumbach Residence M ttituck Y 11952 Page 12 Tabular Manual Q Ductsize Data - Duct System 2 - Ret.,U-n ---Duct Name, etc. Type[Reg.Size) Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizinq CFM Area SP.Avail SPL.Cumul ---Duct Name: RT-110, Fittings: 8-D1, 8-D1, 10-A, Effective Length: 179.4 Trunk 0.005 14.9 670 0.011 Up: Fan 72 11 0.077 0.126 Rect 15.0 17 164.4 0.137 Nearest Inch 870 70 -0.082 0.220 ---Duct Name: RR-120, Returns From: Master Bedroom, Master Bath, Master Closet, Fittings: 3-A, 8-A2, 8-A2, 8- A2, 13-A, -A2, 8-A2, 8- A2, 13-A,4-G, Effective Length: 107.9 Runout, Reg: 24x24 0.005 14.9 626 0.008 Up: RT-110 72 25 0.076 0.075 Rect 10.0 8 97.9 0.082 Nearest Inch 870 55 0.000 0.082 Report Units: Pressure: in.wg, Duct lengths: feet, Duct sizes: inch,Airflow: CFM, Velocity: ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply, they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summar Number of active trunks: 1 Number of active runouts: 1 Total runout outlet airflow: 870 Main trunk airflow: 870 Largest trunk diameter: 14.9 RT-110 Largest runout diameter: 14.9 RR-120 Smallest trunk diameter: 14.9 RT-110 Smallest runout diameter: 14.9 RR-120 Runout maximum cumulative static pressure loss: 0.082 RR-120 Return loss added to supply: 0.220 Total effective length of return (ft.): 287.3 RR-120 System duct surface area (Scenario 1): 125 (Not linked to duct load) Total system duct surface area: 125 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:\Condon Engineering\HERS\NFVVVV-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Condon Enqineerinq Baumbach Residence Mattituck NY 11952 Page 13 Tabular Manual D Ductsize - Pressure Changes Graph - System 1 Pressure Changes Through Route with Highest Static Pressure Loss 0.5 0.4 D 0.3-- E 0.2 3 c d 0.1 3 mN _ G a A 0.0 F B -0.2 -0.3 —0 Static Pressure Available – 0 Velocity Pressure —a— Total Pressure Available Notes: Return side point values are at entrance of duct, while supply side points are at exit. When a return system is present, an additional return side point named [Fan Entrance] is drawn in the graph to show the static pressure available at the entrance of the fan. When a supply system is present, and an additional supply side point named [Fan Exit] is drawn to show the static pressure available at the exit of the fan. Any device pressure losses entered for the supply main trunk are accounted for between the fan entry and exit points. Point Name Static Pressure Available Total Pressure Available A RR-110 0.000 0.025 B RT-100 -0.083 -0.053 C [Fan Entrance] -0.221 -0.192 D [Fan Exit] 0.371 0.420 E ST-100 0.209 0.259 F SR-210 0.000 0.041 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday,April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads d'\ Elite Software Development,Inc. Condon Enqineerinq '� y( Baumbach Residence Mai ckNY1192 u Page 14 i aaular Manual D Ductsize - Pressure Changes Graph - System 2 Pressure Changes Through Route with Highest Static Pressure Loss 0.4 D 0.3 E 0.2-- 0.04 .20.0 F a -0.1 B -0.2 -0.3 t Static Pressure Available 0 Velocity Pressure - °'- Total Pressure Available Point Notes: Return side point values are at entrance of duct, while supply side points are at exit. When a return system is present, an additional return side point named [Fan Entrance] is drawn in the graph to show the static pressure available at the entrance of the fan. When a supply system is present, and an additional supply side point named [Fan Exit] is drawn to show the static pressure available at the exit of the fan. Any device pressure losses entered for the supply main trunk are accounted for between the fan entry and exit points. Point Name Static Pressure Available Total Pressure Available A RR-120 0.000 0.024 B RT-110 -0.082 -0.054 C [Fan Entrance] -0.220 -0.192 D [Fan Exit] 0.314 0.350 E ST-130 0.200 0.236 F SR-380 0.000 0.035 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday,April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq `}4 i `r( Baumbach Residence Matti uck NY 11952J/ Page 1 Total Building Summaal Loads Component Area Sen Lal Sen Total Description Quan Loss Gain Gain Gain 2B-w-o: Glazing-Double pane low-e (e= 0.60),fixed 51 886 0 1,356 1,356 sash, wood frame, outdoor insect screen with 50% coverage, U-value 0.29, SHGC 0.29 2B-w-o: Glazing-Double pane low-e (e = 0.60), fixed 8 134 0 158 158 sash, wood frame, outdoor insect screen with 50% coverage, U-value 0.28, SHGC 0.21 2B-w-o: Glazing-Double pane low-e (e= 0.60), fixed 44.1 740 0 604 604 sash, wood frame, outdoor insect screen with 50% coverage, U-value 0.28, SHGC 0.28 2B-w-o: Glazing-Double pane low-e (e= 0.60), fixed 23.3 363 0 379 379 sash, wood frame, outdoor insect screen with 50% coverage, U-value 0.26, SHGC 0.37 2B-w-o: Glazing-Double pane low-e (e = 0.60), fixed 147.9 3,017 0 4,847 4,847 sash, wood frame, U-value 0.34, SHGC 0.32 2B-w-o: Glazing-Double pane low-e (e = 0.60), fixed 73.1 1,140 0 2,692 2,692 sash, wood frame, U-value 0.26, SHGC 0.37 2B-w-o: Glazing-Double pane low-e (e= 0.60), fixed 24 403 0 685 685 sash,wood frame, U-value 0.28, SHGC 0.28 2B-w-o: Glazing-Double pane low-e (e = 0.60), fixed 38.8 674 0 1,145 1,145 sash, wood frame, U-value 0.29, SHGC 0.29 11 D: Door-Wood- Solid Core, U-value 0.39 21 491 0 156 156 12D1-0sw: Wall-Frame, R-21 closed cell 2 Ib. spray foam 2016.4 9,194 0 1,916 1,916 insulation in 2 x 4 stud cavity, no board insulation, siding finish, wood studs, U-value 0.076 R-38 cc foam: Roof/Ceiling-Roof Joists Between Roof 638 995 0 99 99 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, 5 1/2"closed cell foam, U-value 0.026 22C-10rl-c: Floor-Slab on grade, Horizontal board 151 12,027 0 0 0 insulation extends 4' under slab, carpet covering, R- 10 insulation, radiant, light dry soil, U-value 0.937 Subtotals for structure: 30,064 0 14,037 14,037 People: 16 3,200 3,680 6,880 Equipment: 862 11,743 12,605 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 137, Summer CFM: 93 9,040 1,897 814 2,711 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 Exhaust: Winter CFM: 60, Summer CFM: 60 Humidification (Winter)4.58 gal/day : 1,681 0 0 0 AED Excursion: 0 0 4,034 4,034 Total Building Load Totals: 40,785 5,959 34,308 40,267 Fi ures Total Building Supply CFM: 2,208 CFM Per Square ft.: 1.235 Square ft. of Room Area: 1,787 Square ft. Per Ton: 533 Volume (ft3): 26,077 FB-uilding Loads Total Heating Required Including Ventilation Air: 40,785 Btuh 40.785 MBH Total Sensible Gain: 34,308 Btuh 85 % Total Latent Gain: 5,959 Btuh 15 % Total Cooling Required Including Ventilation Air: 40,267 Btuh 3.36 Tons(Based On Sensible+ Latent) Note` 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. C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday,April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering16 Baumbach Residence Mattituck.NY 11952Pa 1 Mina Summary Loads cont'd Notes 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:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq � Baumbach Residence Mattituck NY 11952 Pa e 17 Building Pie Chart Humidification 4% Floor 29% Infiltration 22% Door 1% Roof 2% Glass 18% Wall 23% Roof 0% Wall 5% AED Excursion 10% Infiltration 7% Glass 29% Equipment 31% Door 0% r People 17% C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence Maftituck. NY 11952 Pae 18 Equipment Data - System 1 - S stem 1 Cooling System Type: Two Stage A/C Outdoor Model: 4TTR6036J Indoor Model: TEM4AOB30S Tradename: TRANE Outdoor Manufacturer: TRANE Capacity: 33,400 Efficiency: 0 SEER Heating System Type: Propane Boiler Model: NCB-240E Tradename: NAVIEN Manufacturer: NAVIEN, INC. Description: Natural Gas or Propane Boiler Capacity: 112,000 Efficiency: 95 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.- 29,080 ain:29,080 Btuh, Lat. gain: 4,308 Btuh, Sen. loss: 31,140 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1325 CFM, Req. htg. airflow: 405 CFM C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Condon Enqineerinq Baumbach Residence Mattituck.NY 11952 Pa e 1 Equipment Data - System 2 - System 2 Cooling System Type: Air Source Heat Pump Outdoor Model: NTXSKH15A112 Indoor Model: NTXDXS12A112 Outdoor Manufacturer: TRANE/MITSUBISHI Indoor Manufacturer: TRANE/MITSUBISHI Capacity: 15,000 Efficiency: 17.3 SEER Heating System Type: Propane Boiler Model: NCB-240E Tradename: NAVIEN Manufacturer: NAVIEN, INC. Description: Natural Gas or Propane Boiler Capacity: 112,000 Efficiency: 95 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: 5,228 Btuh, Lat. gain: 1,651 Btuh, Sen. loss: 9,645 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 238 CFM, Req. htg. airflow: 126 CFM C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq CBaumbach Residence Mattituck. Y 11952Paae2 Manual S Performance Data - System 1 - System 1 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 29.080 Outdoor Wet Bulb: 71 Latent Gain: 4.308 Indoor Dry Bulb: 75 Total Gain: 33.388 Indoor RH: 50 Load SHR: 0.87 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 31.140 Indoor Dry Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 1,338 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, Outdoor Model: 4TTR6036J, Indoor Model: TEM4AOB30S Manufacturer: TRANE Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 29.080 0% Latent Capacity: 0.000 4.308 0% Total Capacity: 0.000 33.388 0% Heating: Model Type: Propane Boiler, Model: NCB-240E, Nominal Capacity: 112.000, Manufacturer: NAVIEN, INC. Results: Percent Load of Load Heating Capacity: 112.000 31.140 360% C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads �. Elite Software Development,Inc. Condon Enqineerinq 5 ! f Baumbach Residence M i NY 11 -L L' Page 21 Manual S Performance Data - System 2 - System 2 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 5.228 Outdoor Wet Bulb: 71 Latent Gain: 1.651 Indoor Dry Bulb: 75 Total Gain: 6.879 Indoor RH: 50 Load SHR: 0.76 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 9.645 Indoor Dry Bulb: 70 Entering Dry Bulb: 70.0 Indoor RH: 30 Supply Airflow: 870 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Air Source Heat Pump, Outdoor Model: NTXSKH1 5A1 12, Indoor Model: NTXDXS12A112 Nominal Capacity: 15.000, Manufacturer: TRANE/MITSUBISHI Interpolation Results: Percent Load of Load Sensible Capacity: 0.000 5.228 0% Latent Capacity: 0.000 1.651 0% Total Capacity: 0.000 6.879 0% Heating: Model Type: Propane Boiler, Model: NCB-240E, Nominal Capacity: 112.000, Manufacturer: NAVIEN, INC. Results: Percent Load of Load Heating Capacity: 112.000 9.645 1161% C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday,April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence Maftituck, N 11952 C Page 22 Lie ailed Room Loads - Room 1 - Bedroom 105 (Average Load Proced yL�, General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.5 ft. System Number: 1 Room Width: 10.0 ft. Zone Number: 1 Area: 165.0 sq.ft. Supply Air: 147 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.0 AC/hr Volume: 1,485 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen CIg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-1 2D1-Osw 2 X 9 18 0.076 4.6 82 1.0 0 17 E -Wall-12D1-Osw 10 X 9 64.5 0.076 4.6 294 1.0 0 61 E-GIs-2B-w-o shgc-0.29 0%S 25.5 0.290 17.4 443 26.6 0 678 Floor-22C-1Or1 12_ft,_Per. 12 _._._ 0.937 _79.6 956 0.0 0 0 Subtotals for Structure: 1,775 0 756 Infil.: Win.: 4.6, Sum.: 2.0 108 2.824 305 0.167 42 18 AED Excursion: 374 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment.:_ 0 1,596 Room Totals: 2,080 442 3,204 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 Stereo 375 0 100 100 375 0 Computer and monitor 1536 0 35 100 _538 _ 0 Total 1596 0 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence Maftituck.NY 11952 ���LLL111��� Page 23 Detailed Room Loads - Room 2 - Bath (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: 1 Area: 60.0 sq.ft. Supply Air: 11 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 540 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 2 CFM Actual Summer Infil.: 1 CFM Item Area Htg Sen CIg Lat' t"o wnti Value HTM Loss HTM Gain E-Wall-1 2D1-0sw 6 X 9 46 0.076 4.6 210 1.0 0 44 E-GIs-2B-w-o shgc-0.21 0%S 8 0.280 16.8 134 19.8 0 158 Floor-22C-10rl 6 ft..Per. 6 _ 0.937 79.6 478 _ _0.0 0 _ 0__ Subtotals for Structure: 822 0 202 Infil.: Win.: 2.3, Sum.: 1.0 54 2.833 153 0.167 21 9 AED Excursion: 28 Room Totals: 975 21 239 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday,April 21, 2022,4:16 PM C:VCondonEnginoehng\HERS3NFVVVV'2O0OHyaftU3aumbnohManual J'D'S.rhO Thursday, April 21. 2O22. 41GPM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence Mattituck.NY 11952 6 Page 25 Detailed Room Loads - Room 4 - Bunk Room Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.0 ft. System Number: 1 Room Width: 14.5 ft. Zone Number: 1 Area: 130.5 sq.ft. Supply Air: 173 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 8.8 AC/hr Volume: 1,175 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 6 CFM Actual Summer Infil.: 2 CFM Item Area -U- Hay, Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-12D1-0sw 14.5 X 9 105 0.076 4.6 479 1.0 0 100 E-GIs-2B-w-o shgc-0.29 0%S 25.5 0.290 17.4 443 26.6 0 678 Floor-22C-10rl 15 ft..Per._ 15_ 0.937 79.6 _ 1,195 0.0 _ 0 0 Subtotals for Structure: 2,117 0 778 Infil.: Win.: 5.6, Sum.: 2.5 131 2.828 369 0.169 50 22 AED Excursion: 439 People: 200 lat/per, 230 sen/per: 4 800 920 Equipment: 0 1,596 Room Totals: 2,486 850 3,755 E ui ment Cooling Loads Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In-Use Used Load Load Btuh Btuh Color television 683 0 100 100 683 0 Stereo 375 0 100 100 375 0 Computer and monitor 1536 0 35 100 538 0 Total 1596 0 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineennq Baumbach Residence Mattituck. NY 11952 Page 26 Fi Procedure L90111111111211- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.5 ft. System Number: 1 Room Width: 10.5 ft. Zone Number: 1 Area: 110.3 sq.ft. Supply Air: 47 CFM Ceiling Height: 20.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 2,205 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 14 CFM Actual Summer Infil.: 6 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-12D1-0sw 10.5 X 16 147 0.076 4.6 670 1.0 0 140 E-Wall-1 2D1-Osw 10.5 X 16 152 0.076 4.6 693 1.0 0 144 S-Door-11 D 3 X 7 21 0.390 23.4 491 7.4 0 156 E-GIs-2B-w-o shgc-0.28 0%S 16 0.280 16.8 269 25.7 0 411 Floor-22C-10rl 21 ft..Per. 21 _0.937_ 79.6 1.673 0.0 0 0 Subtotals for Structure: 3,796 0 851 Infil.: Win.: 14.4, Sum.: 6.3 336 2.824 949 0.167 130 56 AED Excursion: _ 120 Room Totals: 4,745 130 1,027 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon EngineeringY� Baumbach Residence M i uck NY 11952 Page 27 Detailed Room Loads - Room 6 - Living/Kitchen Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.0 ft. System Number: 1 Room Width: 28.0 ft. Zone Number: 1 Area: 392.0 sq.ft. Supply Air: 659 CFM Ceiling Height: 20.0 ft. Supply Air Changes: 5.0 AC/hr Volume: 7,840 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 29 CFM Actual Summer Infil.: 13 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain S-Wall-12D1-Osw 14 X 16 200.7 0.076 4.6 915 1.0 0 191 W-Wall-12D1-Osw 28 X 16 227 0.076 4.6 1,035 1.0 0 216 S-GIs-2B-w-o shgc-0.37 0%S 23.3 0.260 15.6 363 16.3 0 379 W-GIs-2B-w-o shgc-0.32 0%S 147.9 0.340 20.4 3,017 32.8 0 4,847 W-GIs-2B-w-o shgc-0.37 0%S 73.1 0.260 15.6 1,140 36.8 0 2,692 Floor-22C-10rl 42 ft..Per. 42 0.937 79.6 3,345 0.0 0 0 Subtotals for Structure: 9,815 0 8,325 Infil.: Win.: 28.8, Sum.: 12.7 672 2.824 1,898 0.165 260 111 AED Excursion: 1,672 People: 200 lat/per, 230 sen/per: 4 800 920 Egllipn ent: 862 3_285 Room Totals: 11,713 1,922 14,313 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 Cooking range with hood-four burners on high heat 0 0 100 100 0 0 Dishwasher 4096 1433 100 25 1024 358 Microwave 4949 1732 75 25 928 325 Coffee maker-brewer 1331 717 100 25 333 179 Refriqerator or freezer- 16 cubic feet 1000 0 100 100 1000 0 Total 3285 862 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads ^ Elite Software Development,Inc. Condon Engineering ��`[yf� Baumbach Residence Mattituck, 11952 Paae 2 Detailed Room Loads - Room 7 - Den Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.5 ft. System Number: 1 Room Width: 14.0 ft. Zone Number: 1 Area: 189.0 sq.ft. Supply Air: 160 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.6 AC/hr Volume: 1,701 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 10 CFM Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-12W-Osw 11 X 9 85.7 0.076 4.6 391 1.0 0 81 S-Wall-12D1-Osw 2 X 9 18 0.076 4.6 82 1.0 0 17 W-Wall-12D1-0sw 14 X 9 102 0.076 4.6 465 1.0 0 97 N -GIs-2B-w-o shgc-0.28 100%S 13.3 0.280 16.8 223 6.8 0 91 W-GIs-2B-w-o shgc-0.28 0%S 24 0.280 16.8 403 28.5 0 685 Floor-22C-10rl 27 ft..Per. 27 0.937 79.6 2.150_ 0.0 0 0 Subtotals for Structure: 3,714 0 971 Infil.: Win.: 10.4, Sum.: 4.6 243 2.823 686 0.165 94 40 AED Excursion: 406 People: 200 ]at/per, 230 sen/per: 2 400 460 Equipment: _ 0 1_W6 Room Totals: 4,400 494 3,473 E ui ment Cooling Loads Cont. Cont. Output Output Avg. Pct Sens. Lat. Sens. Lat. In-Use Use d L d Item Name Btuh Btuh Out ut /H Color television 683 0 100 100 683 0 Stereo 375 0 100 100 375 0 Computer and monitor 1536 0 35 __100 538 0 Total 1596 0 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence M tti uck NY 11952 16 Pgqe 2 Detailed Room Loads - Room 8 - Loft (Average Load Procedure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.5 ft. System Number: 1 Room Width: 16.0 ft. Zone Number: 1 Area: 216.0 sq.ft. Supply Air: 116 CFM Ceiling Height: 16.0 ft. Supply Air Changes: 2.0 AC/hr Volume: 3,456 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain E-Wall-12D1-0sw 16 X 8 128 0.076 4.6 584 1.0 0 122 UP-Roof-R-38 cc foam 13.5 X 16 216 0.026 1.6 337 0.2 0 34 Subtotals for Structure: 921 0 156 Infil.: Win.: 5.5, Sum.: 2.4 128 2.828 362 0.164 49 21 AED Excursion: 295 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: _ __ 0 1,596 Room Totals: 1,283 449 2,528 E ui 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 Color television 683 0 100 100 683 0 Stereo 375 0 100 100 375 0 Computer and monitor 1536 0 35 100 538 0 Total 1596 0 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq Baumbach Residence Mattituck.NY 11952 Page 30 Detailed Room Loads - Room 9 - Masten Bedroom (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 17.5 ft. System Number: 2 Room Width: 14.0 ft. Zone Number: 1 Area: 245.0 sq.ft. Supply Air: 742 CFM Ceiling Height: 16.0 ft. Supply Air Changes: 11.4 AC/hr Volume: 3,920 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 34 CFM Actual Summer Infil.: 32 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N -Wall-1 2D1-Osw 17.5 X 16 272.6 0.076 4.6 1,243 1.0 0 259 W-Wall-121D1-Osw 14 X 8 73.2 0.076 4.6 334 1.0 0 70 S-Wall-1 2D1-Osw 2 X 8 16 0.076 4.6 73 1.0 0 15 N -GIs-2B-w-o shgc-0.28 100%S 7.4 0.280 16.8 124 6.9 0 51 W-GIs-2B-w-o shgc-0.29 0%S 38.8 0.290 17.4 674 29.5 0 1,145 UP-Roof-R-38 cc foam 17.5 X 14. 245 0.026 1.6 382_ 0.2 0 38 Subtotals for Structure: 2,830 0 1,578 Infil.: Win.: 34.5, Sum.: 32.1 408 5.564 2,270 0.691 658 282 AED Excursion: 544 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: _ 0__ _1 596 Room Totals: 5,100 1,058 4,460 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 Stereo 375 0 100 100 375 0 Computer and monitor 1536 0 35 100 538 0 Total 1596 0 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development, Inc. Condon Enqineerinq Baumbach Residence 'Maffituck.NY 11952 6 Page 31 Detailed Room Loads - Room 10 - Master Bath (Average Load Procedure_ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.0 ft. System Number: 2 Room Width: 15.0 ft. Zone Number: 1 Area: 105.0 sq.ft. Supply Air: 103 CFM Ceiling Height: 16.0 ft. Supply Air Changes: 3.7 AC/hr Volume: 1,680 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 25 CFM Actual Summer Infil.: 23 CFM I , . Htc Description uantit� Value HTM LOSS H1M E-Wall-1 2D1-Osw 7 X 8 56 0.076 4.6 255 1.0 0 53 N-Wall-12D1-Osw 15 X 16 232.6 0.076 4.6 1,061 1.0 0 221 N-GIs-213-w-o shgc-0.28 100%S 7.4 0.280 16.8 124 6.9 0 51 UP-Roof-R-38 cc foam 7 X 15 105 0.026 1.6 164 0.2 0 16 Subtotals for Structure: 1,604 0 341 Infil.: Win.: 25.0, Sum.: 23.3 296 5.564 1,647 0.693 477 205 AED Excursion: 76 Room Totals: 3,251 477 622 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday,April 21,2022,4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineerinq Baumbach Residence Mattituck, NY 11952 P 2 Detaheu Room Loads - Room 7 1 - Master Closet (Average Load ProcL-Jure) General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 2 Room Width: 9.0 ft. Zone Number: 1 Area: 72.0 sq.ft. Supply Air: 24 CFM Ceiling Height: 16.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 1,152 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 6 CFM Actual Summer Infil..- 6 CFM Item Area -U- Sen Clg Lat Sen Description Quantily ValueLoss HTM Gain Gain E-Wall-121D1-Osw 9 X 8 72 0.076 4.6 328 1.0 0 68 UP-Roof-R-38 cc foam 8 X 9 72 0.026 1.6 112 0.2 0 _ 11 Subtotals for Structure: 440 0 79 Infil.: Win.: 6.1, Sum.: 5.7 72 5.569 401 0.694 116 50 AED Excursion: 18 Room Totals: 841 116 147 C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday,April 21, 2022, 4:16 PM 'Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Enqineerinq16 Baumbach Residence Mattituck.NY 11952 Paae 33 System 1 Room Load Summa 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 1--- 1 Bedroom 105 165 2,080 28 6 - 3,204 442 146 147 2 Bath 60 975 13 3 - 239 21 11 11 3 Hall 103 2,230 30 3 - 541 0 25 25 4 Bunk Room 131 2,486 34 7 - 3,755 850 171 173 5 Stair/Entry 110 4,745 64 4 - 1,027 130 47 47 6 Living/Kitchen 392 11,713 159 8,8,8 - 14,313 1,922 652 659 7 Den 189 4,400 60 6 - 3,473 494 158 160 8 Loft_ _._...__..216 1,283 17 5 - 2,5.2.8_ 449 115 _ 116 Humidification 1,228 _System 1 total_ 1,365_31 140 405 _29,080 4,308 1,325 _ 1,338 System 1 Main Trunk Size: 18x12 in. Velocity: 893 ft./min Loss per 100 ft.: 0.078 in.wg Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Cooling System Summa Cooling Sensible/Latent Sensible Latent Total Tons split Btuh Btuh Btuh Net Required: 2.78 87%/ 13% 29,080 4,308 33,388 E ui ment Data Heating System Cooling System Type: Propane Boiler Two Stage A/C Model: NCB-240E 4TTR6036J Indoor Model: TEWA01330S Brand: NAVIEN TRANE Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 0 SEER Sound: 0 0 Capacity: 112,000 Btuh 33,400 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh 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: 29,080 Btuh, Lat. gain: 4,308 Btuh, Sen. loss: 31,140 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 1325 CFM, Req. htg. airflow: 405 CFM C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Baumbach Residenc-- Mattituck.NY 11952 Page 34 S stem 2 Room Load Summa Htg Min Run Run Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Cig Sys No Name SF Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 9 Master Bedroom 245 5,100 70 10,10 - 4,460 1,058 203 742 10 Master Bath 105 3,251 44 5 - 622 477 28 103 11 Master Closet 72 841 11 3 - _147 116 7_ 24 Humidification _ 453 S}stem_2 total422 9.645 _126 __ 5,228 1,651 238 870 System 2 Main Trunk Size: 11x15 in. Velocity: 758 ft./min Loss per 100 ft.: 0.067 in.wg Duct size results above are from Manual D Ductsize. Runout duct velocities are not printed with duct size results from Manual D Ductsize since they can vary within the room. See the Manual D Ductsize report for duct velocities and other data. Coolinq S stem summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 0.57 76%/24% 5,228 1,651 6,879 Actual: 1.25 15,000 E ui ment Data Heating System Cooling System Type: Propane Boiler Air Source Heat Pump Model: NCB-240E NTXSKH15A112 Indoor Model: NTXDXS12A112 Brand: NAVIEN Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 17.3 SEER Sound: 0 0 Capacity: 112,000 Btuh 15,000 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh 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.- 5,228 ain:5,228 Btuh, Lat. gain: 1,651 Btuh, Sen. loss: 9,645 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg. coil DB: 70F, Cig. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 238 CFM, Req. htg. airflow: 126 CFM C:\Condon Engineering\HERS\NFWW-2000 Hyatt\Baumbach Manual J-D-S.rh9 Thursday, April 21, 2022, 4:16 PM PROJECT DESCRIPTION DEMOLITI ON NOTES PROJECT ALTERATIONS TO AN EXISTING SINGLE FAMILY HOUSE AS PER PLANS 1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF SUBMITTED. WORK INCLUDES INTERIOR ALTERATIONS AND NEW DECK AND ALL-APPLICABLE FEDERAL, STATE AND LOCAL SAFETY AND HEALTH Generated by REScheck-Web Software PERGOLA. REGULATIONS REGARDING THE DEMOLITION OF STRUCTURES INCLUDING01 RX- Compliance Certificate SOUTHOLD ANSI/NFPD 241- BUILDING CONSTRUCTION AND DEMOLITION OPERATIONS. 2. THE CONTRACTOR SHALL PERFORM ALL OPERATIONS OF DEMOLITION L�Jr GEN ERAL NOTES AND REMOVAL INDICATED ON THE DRAWINGS AND AS MAY BE REQUIRED BY RESIDEN410E 1. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE TOWN OF THE WORK. ALL WORK SHALL BE DONE CAREFULLY AND NEATLY, IN A Project 2000 Hyatt Rd. House Renovation FIRE DEPARTMENT REGULATIONS UTILITY SYSTEMATIC MANNER. 2000 HYATT RD. SOUTHOLD BUILDING CODE, 2. THE CONTRACTOR SHALL PROVIDE INTERIOR SHORING, BRACING, OR Energy Code: 20181ECC �'- APPR V�D AS NOT D SOUTHOLD, NY 11971 COMPANY REQUIREMENTS, AND BEST TRADE PRACTICES. TEMPORARY SUPPORTS TO PREVENT MOVEMENT, SETTLEMENT OR Location: Southold, New York 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE AND OBTAIN COLLAPSE OF STRUCTURES TO BE DEMOLISHED AND CONSTRUCTION TO Construction Type: Single-family DATE: � B.P.# ALL REQUIRED PERMITS AND ALL OTHER APPROVALS AS REQUIRED, AND PAY REMAIN. Project Type: Alteration ALL FEES REQUIRED BY THE GOVERNING NEW YORK STATE AGENCIES. Climate zone: 4 (5572 HDD) FSE: BY: ARCHITECT A Q 3. THE CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION Permit Date: NOTIFY BUILDING DEPART ENT AT 3. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF THE WORK. ,h.-1802 8 AM TO 4 PM FOR THE LOCAL AUTHORITIES. THE CONTRACTOR SHALL COMPLY WITH ALL TOWN, Permit Number: p F01LOWING INSPECTIONS: R ALL OPENINGS IN ANY WALL OR ROOF SHALL BE PROTECTED FROM ALL Construction Site: Owner/Agent: Desi ner 1. FOUNDATION - TWO REQUIRED STATE, AND FEDERAL REGULATORY AGENCIES HAVING JURISDICTION OVER THE g /Contractor: FOR POURED CONCRETE ELIZABETH ROBERTS ARCHITECTS FORMS OF WEATHER OR WATER PENETRATION. 168 7TH STREET sc WORK. 2 "'UGH - FRAMING & PLUMBING 4. REMOVE ALL PARTITIONS AS INDICATED ON THE DRAWINGS WITH DASHEDt;LATiON BROOKLYN, NY 11215 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL LINES. REMOVE ALL INTERIOR FINISH SURFACES AND ALL TRIM, ETC. CONDITIONS AND MATERIAL WITHIN THE PROPOSED CONSTRUCTION AREA. THE , !JAL - CONSTRUCTION C.O.MUST 7185045488 5. ALL EXISTING SURFACES AND EQUIPMENT TO REMAIN SHALL FULLY �. cor�iPLEr FOR C.o CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME FULLALL CONSTRUCTION SHALL MEET THE FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE RESPONSIBILITY FOR DAMAGE INCURRED OUTSIDE SCOPE OF WORK AND REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR EXECUTION OF THE WORK. THE CONTRACTOR SHALL TAKE ALL NECESSARY SHALL MAKE REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER. Envelope Assemblies DESIGN OR CONSTRUCTION ERRORS. PRECAUTIONS TO INSURE THE SAFETY OF THE BUILDING, ITS OCCUPANTS AND 5. PREVENT DAMAGE TO STRUCTURAL ELEMENTS. NO STRUCTURAL Must provide Manuals THE GENERAL PUBLIC DURING CONSTRUCTION. 7 ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED ARE m r D,1 and S as per 5. ALL WORK SHALL BE DONE IN A FIRST-CLASS WORKMANLIKE MANNER BY ADEQUATELY SUPPORTED BY EITHER TEMPORARY SHORING OR NEW _ ..u �.._� COMPLY WITH ALL CODES OF Ener. Code v MECHANICS SKILLED IN THEIR RESPECTIVE TRADES. STRUCTURAL ELEMENTS AS REQUIRED TO PROTECT THE STABILITY AND ceiling: cathedral ceiling (no attic) 1,480 38.0 4.0 0.025 37 NEW YORK STATE & TOWN CODES 6. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED YET NECESSARY FOR INTEGRITY OF THE EXISTING STRUCTURE. ALL WALLS TO BE DEMOLISHED East wall:Wood Frame, 16"o.c. 424 20.0 5.0 0.044 15 AS RE,DUIPED AND CONDITIONS OF PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED IN %Door 103: Glass Door(over5Oglazing) 20 0.290 6 SHALL HAVE FINISHES REMOVED AND STRUCTURE INSPECTED BEFORE ° _ SHGC: 0.19 " - -- -- � 'r` THE WORK AND THE AGREED COST OF THE WORK AS IF THEY WERE INDICATED COMPLETE REMOVAL. Door 107: Glass Door(over 5o%glazing) 20 0.290 6 -_. 9TNv""�� i „. I! 'a BO.�RD IN THE DRAWINGS. SHGC: 0.19 �� U 6. NO CUTTING OR CHANNELING ALLOWED IN HEAVY TIMBER FRAMING. S�'1TNC DT0'Nh!TAUSTEES Blower door 7. DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONAL INFORMATION. USE 7 REMOVE OR RELOCATE ALL WIRINGPLUMBINGAND MECHANICAL SIMetal Frame w/Thermal Break 18 0.290 5 -^ ONLY WRITTEN DIMENSIONS. IN THE EVENT OF A CONFLICT BETWEEN , , SHGC: 0.19 nlv�, r . end ductwork DIMENSIONS OR BETWEEN DIMENSIONS AND FIELD CONDITIONS, NOTIFY THE EQUIPMENT AFFECTED BY REMOVAL OF PARTITIONS. REMOVED PIPES SIHGC• W2: Metal Frame vv/Thermal Break 9 0.290 3 testing required. ARCHITECT BEFORE PROCEEDING WITH THE WORK. AND/OR LINES SHALL BE CUT TO A POINT OF CONCEALMENT BEHIND OR Window portion of door 103: Metal Frame w/Thermal Break 9 0.290 3 8. ALL DIMENSIONS ARE FROM FINISH FACE TO FINISH FACE UNLESS BELOW FINISH SURFACES, AND SHALL BE PROPERLY CAPPED OR PLUGGED. SHGC: 0.19 8. REMOVE ALL PLUMBING FIXTURES AND ALL BRANCH WATER, WASTE, AND Window portion of door 107: Metal Frame w/Thermal Break 9 0.290 SHGC: 0.19i 3 , OTHERWISE NOTED OR SHOWN. GAS PIPING MADE OBSOLETE BY THIS WORK. OCCUPANCY ANCY O 9. THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL VERIFY ALL North Wall: Wood Frame, 16 o.c. 610 20.0 5.0 0.044 25 U``E 9. REMOVE ALL ELECTRIC CONDUIT, WIREMOLD, BOXES, AND FIXTURES, �� �NL.AWFUI. CONDITIONS AND DIMENSIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF Window W6: Metal Frame vv/Thermal Break 9 0.290 3 �- ANY DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK. NO CHANGES OR DISCONNECT EXISTING CIRCUITS AT PANEL. SHGC: 0.19 -� 10.KEEP PASSAGE WAYS AND EXTERIOR SPACES CONTINUOUSLY CLEAN. window w7: Metal Frame vv/Thermal Break 9 0.290 3 �I��NC�I� I CERTIFICATEas P,,,pCAifiDl'NG REQUIRED SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN AUTHORIZATION OF THE 11.THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM SHGC: 0.19 OF OCCUPANCY ��" ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS Window W3: Metal Frame v/Thermal Break 16 0.290 5 ACCUMULATION OF WASTE MATERIALS, DEBRIS OR RUBBISH CAUSED BY HIS SHGC: 0.19 NOT REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB OPERATIONS. DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AS THE JOB West Wall: Wood Frame, 1E" o.c. 718 20.0 5.0 0.044 18 CONDITIONS. PROCEEDS. AT THE COMPLETION OF THE WORK, HE SHALL REMOVE ALL HIS Door 113: Glass Door(over 50%glazing) 147 0.260 38 10.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL SHGC: 0.21 D71AINAGE INSPECTIONS ARE REQUIRED ELECTRICAL ETC. WASTE MATERIALS FROM AND ABOUT THE PROJECT AS WELL AS ALL HIS Door 203: Glass Door(over 50%glazing) 40 0.280 11 Contact TOS Eng!neerl ag at 765-1550 before DIMENSIONS REQUIRED FOR OTHER TRADES, PLUMBING, � TOOLS CONSTRUCTION EQUIPMENT MACHINERY AND SURPLUS MATERIALS. SHGC: 0.17 Backfill,OR Provide Enalneer's Certification R 11.VERIFY DIMENSIONS GIVEN BEFORE BEGINNING WORK, AND NOTIFY ELECTR;CAL UTILITIES MUST BE AVAILABLE AT ALL TIME. that the drainanp has been instal'^d to code. INSPECTION RE,OtIIBEl:3 ARCHITECT OF DISCREPANCIES WHICH WILL ADVERSELY AFFECT THE WORK. 13. IF THE CONTRACTOR FAILS TO CLEAN UP AT THE COMPLETION OF THE Project Title: 2000 Hyatt Rd. House Renovation Report date: 10/29/20 12.WHERE THE ALTERATIONS OCCUR, OR NEW AND OLD WORK JOIN, THE WORK, THE OWNER MAY DO SO AND THE COST THEREOF SHALL BE Data filename: Page 1 of10 IMMEDIATE SURFACES, CEILINGS, WALLS, AND ALL FINISH TRIM SHALL BE CUT, CHARGED TO THE CONTRACTOR. All exterior lighting REMOVED, PATCHED, REPAIRED, OR REFURBISHED AND LEFT IN AS GOOD A installed,replaced or PLUMBER CERTIFICATION CONDITION AS EXISTED PRIOR TO THE COMMENCEMENT OF WORK. SMOKE AND CARBON MONOXIDE DETECTOR repaired shall conform ON LEAD CONTENT BEFORE CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF DRAWINGS, N 0 T E S to Chapter 172 CERTIFICA TE OF OCCUPA NOY' CONSTRUCTION SKETCHES, AND SUB-CONTRACTOR SHOP DRAWINGS AT THE JOB SITE AT ALL TIMES. 1. A SINGLE STATION SMOKE DETECTOR SHALL BE INSTALLED IN EACH of the Town Code SOLDER USED IN WATER 13. CONTRACTOR SHALL CARRY LIABILITY INSURANCE TO PROTECT OWNER AND LOCATION SPECIFIED ON THE PLANS, AND IN EACH OF THE LOCATIONS SUPPLY SYSTEM CANNOT ARCHITECT; AND WORKMAN'S COMPENSATION IN AMOUNTS AS REQUIRED BY DESCRIBED BELOW. SUCH DEVICE SHALL BE DESIGNED AND INSTALLED SO r ( EXCEED 2/10 OF 1% LEAD. AS TO DETECT SMOKE AND ACTIVATE AN ALARM BE REASONABLY FREE :f =`r '' LAW. COMPLETED INSURANCE COVERAGE AND WORKMEN'S COMPENSATION ` { FROM FALSE ALARMS AND PROVIDE VISIBLE INDICATION THAT THE ALARM IS Door 112:Glass Door(overs INSURANCE COVERING ALL EMPLOYEES OR PERSONS SHALL BE MAINTAINED, 50%glazing) 40 0.280 11 AS LONG AS THE CONTRACTORS OR SUBCONTRACTORS ARE ENGAGED IN THE ENERG!ZED. SUCH DEVICE SHALL BE DIRECTLY CONNECTED TO THE SHGC: 0.17 PERFORMANCE OF THEIR WORK. THE COMPLETED OPERATIONS COVERAGE LIGHTING CIRCUIT OF THE DWELLING OR ROOMING UNIT WITH NO Window 8: Metal Frame%A1 Thermal Break 79 0.290 23 PLUMBING . WILL BE MAINTAINED FOR ONE-YEAR AFTER COMPLETION OF ALL WORK. INTERVENING WALL SWITCH AND SHALL PROVIDE A WARNING SIGNAL South Wall:Wood Frame, 15" o.c. 543 20.0 5.0 0.044 21 ALL PLUMBING WASTE CLEARLY AUDIBLE & VISUAL IN ALL SLEEPING QUARTERS WITH INTERVENING Door 100: Solid Door(unde�50%glazing) 21 0.300 6 &WATERLINES NEED 14. CONTRACTOR SHALL FULLY GUARANTEE FOR A PERIOD OF ONE YEAR HIS TtG7ING'BEFORE COVERING' WORK AND THE WORK OF HIS SUBCONTRACTORS. DOORS CLOSED. CORD CONNECTED INSTALLATIONS OR SMOKE DETECTORS Window W4: Metal Frame v/Thermal Break 23 0.300 7 15. PAVING AND ROOFING SHALL BE GUARANTEED FOR TWO YEARS. WHICH RELY EXCLUS yFLY ON BATTERIES ARE NOT PERMISSIBLE. SUCH SHGC: 0.24 16.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS HE OWNER AND DEVICES SHALL EITHER BE APPROVED OR LISTED BY AN ACCEPTABLE Window W5: Metal Frame w/Thermal Break 16 0.300 5 SHGC: 0.17 ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL TESTING SERVICE OR LABORATORY. Compliance statement: The proposed building design described here is consistent with the building plans, specifications, and other CLAIMS, DAMAGES, LOSSES AND EXPENSE INCLUDING ATTORNEYS' FEES 2. HARDWIRED CARBON MONOXIDE DETECTORS SHALL COMPLY WITH calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in ARISING OUT OF OR RESULTING FROM PERFORMANCE OF HE WORK PROVIDED LOCAL LAWS. REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. SUCH A CLAIM, DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY 3. THEY SHALL BE PROVIDED AS FOLLOWS: INJURY, SICKNESS OR DISEASE OR DEATH, OR TO INJURY TO OR DESTRUCTION - IN EVERY DWELLING UNIT WITHIN FIFTEEN FEET OF THE PRIMARY Name-Title Signature Date OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS ENTRANCE OF EACH ROOM USED FOR SLEEPING PURPOSES, ISSUE OF USE RESULTING THEREFROM AND (B) IS CAUSED IN WHOLE OR IN PART BY - WITHIN EACH ROOM USED FOR SLEEPING PURPOSES, 1 ANY NEGLIGENT ACTOR OMISSION OF THE CONTRACTOR OR SUBCONTRACTOR. - WITHIN EACH STORY OF THE DWELLING UNIT INCLUDING THE 0DATE DESCRIPTION ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY ANY OF THEM OR ANYONE BASEMENT AND CELLAR. 01 9/24/20 DOB FILING FOR WHOSE ACTS OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT 4. SMOKE ALARMS SHALL BE BE INTERCONNECTED IN SUCH A MANNER THAT 02 11/02/20 DOB RESUBMISSION IT IS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. THE ACTIVATION OF ONE ALARM OR DETECTOR WILL ACTIVATE ALL OF THE 17.ALL MATERIALS REQUIRED SHALL BE NEW AND OF THE BEST QUALITY OF HE ALARMS OR DETECTORS IN EACH DWELLING UNIT IN ACCORDANCE WITH KIND SPECIFIED. THE CONTRACTOR SHALL SUBMIT ALL PRODUCT WARRANTIES LOCAL LAWS, AND SHALL WARRANTY ALL WORK AS PER NEW YORK RESIDENTIAL BUILDING CODE. LIST OF DRAWINGS. 18.ALL MATERIALS ASSEMBLIES AND METHODS OF CONSTRUCTION INCLUDING F E MA N OT E TITLE BUT NOT LIMITED TO FORMWORK, FRAMING, NAILING, BLOCKWORK, AND T-100.00 NOTES, PLOT PLAN, DRAWING LIST ACCORDING TO FLOOD INSURANCE RATE MAP FOR SUFFOLK COUNTY, NEW PLACING OF CONCRETE ARE TO BE SUPERVISED BY THE CONTRACTOR TO GN-100.00 EXISTING + PROPOSED PLOT PLAN YORK, TOWN OF SOUTHOLD- 360813, PANEL 0154H, THIS PROPERTY IS NOT NOTES , PLOT PLAN , ENSURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, DM-100.00 FIRST FLOOR DEMOLITION PLAN LOCATED IN AN AREA THAT MAY BE AFFECTED BY TIDAL WETLANDS, APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS DM-101 .00 SECOND FLOOR DEMOLITION PLAN AND SPECIFICATIONS MUST BE AUTHORIZED BY THE ARCHITECT. DM-102.00 ROOF DEMOLITION PLAN FRESHWATER WETLANDS, COASTAL EROSION HAZARD AREA, COASTAL DRAWING LIST 19.ALL WORK IS SUBJECT TO THE FINAL APPROVAL OF THE ARCHITECT. FLOOD ZONE WITH VELOCITY HAZARD (WAVE ACTION) AREA TO BE A-001.00 PROPOSED FOUNDATION PLAN i r j°;' 20.THE CONTRACTOR SHALL SUBMIT TO THE DESIGNER ALL FABRICATION SHOP A-100.00 PROPOSED FIRST FLOOR PLAN PROTECTED BY 1% ANNJAL CHANCE FLOOD BY A FEDERAL FLOOD I �.: ..'� �i .,t PROTECTION SYSTEM UNDER CONSTRUCTION, OR SPECIAL FLOOD HAZARD DRAWINGS AND FIXTURE CUTS FOR REVIEW. A-101.00 PROPOSED SECOND FLOOR PLAN 21. THE PREMISES SHALL BE KEPT REASONABLY CLEAN AT ALL TIMES. THE A-102.00 PROPOSED ROOF PLAN AREA. CONTRACTOR SHALL REMOVE FROM THE BUILDING ALL RUBBISH AND WASTE A-200.00 EXISTING + PROPOSED SOUTH ELEVATION SEAL AND SIGNATURE DATE: 11/02/20 MATERIALS FOR ITS OR SUBCONTRACTORS' WORK. AT THE COMPLETION OF A-201.00 EXISTING + PROPOSED EAST ELEVATION 4 " 'T"' "' ._ , . r.; _t;; WORK CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS, TOOLS, RUBBISH, A-202.00 EXISTING + PROPOSED NORTH ELEVATION ETC. CLEAN ALL GLASS AND LEAVE WORK BROOM CLEAN. A-203.00 EXISTING + PROPOSED WEST ELEVATION TABLE R 3 0 1 2 ( 1 ) - CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROJECT#: 1922_HYATTRD 22. PLUMBING AND ELECTRICAL WORK WILL BE CARRIED OUT BY EXPERIENCED A-300.00 PROPOSED CROSS SECTIONS SRIH F? PROFESSIONALS, LICENSED IN THE FIELDS, AND SHOULD MEET ALL LOCAL A-301.00 PROPOSED LONGITUDINAL SECTION CLIMATE ZONE 4 �� ��tH ROe�� DRAWING BY: RD GOVERNING CODES. ELECTRICAL PLANS WILL BE FILED WITH THE ELECTRICAL A-400.00 DOOR AND WINDOW SCHEDULES W ► CHECK BY: AV CONTROL BOARD. LICENSED PLUMBERS AND ELECTRICIANS SHALL ARRANGE GROUND SNOW WIND SPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD FLOOD FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN OFFS. LOAD CATEGORY WEATHERING FROST LINE TERMITE DECAY TEMPERATURE UNDERLAYMENT HAZARDS N ac DRAWING NO: 23. THE ARCHITECT HAS NOT BEEN RETAINED TO PROVIDE SUPERVISION. DEPTH 9j, 038683 y0� 24.THESE PLANS AND SPECIFICATIONS TO THE BEST OF MY KNOWLEDGE AND OF N�� T- 1 00 . 00 BELIEF AND PROFESSIONAL JUDGEMENT ARE IN COMPLIANCE WITH HE 45 PSF 130 MPH B SEVERE 3'-6" SLIGHT TO SLIGHT TO 11 YES NON FLOOD RESIDENTIAL CODE OF NEW YORK STATE. MODERATEI MODERATE PRONE NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THL LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITL DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROJECT SOUTHOLD RESIDENCE 2000 HYATT RD. SOUTHOLD, NY 11971 ARCHITECT E R V ELIZABETH ROBERTS ARCHITECTS 168 7TH STREET 3C BROOKLYN, NY 11215 SPIKE SPIKE LEGEND 718 504 5488 '. -- -- \ \ PROPERTY LINE S6 - 6 o �S, I . S , i S , O00rr j O0Qrr RIGHT-OF-WAY LINE /? \ EXISTING WOOD �� / • , I/% / DECK TO BE REBUILT /�pl• i j \ -- - EXISTING SHOWER TO REMAIN \ ------- - --- PROPOSED GENERATOR EXISTING TO BE REMOVED LOCATION •.- %� woo/J `� i. :r ,— EXISTING ' , ' W°O� 0 Sy0 \ MECHANICAL ROOM --- /' Sr�ps ,mss !� /co, PROPOSED DECK �q� r TO BE REBUILT /; /� /' / y°%yF o•,'� . 1 5� 7 I �.>> 7 / J, v �� _ — PROPOSED CONDENSING cb, 16.4' 31 r li' /i /�� 12.8' 31 r i UNIT LOCATION CU SPIKE ' /©b \ F J-`' ji / / 'l �, o :F/,'q•s V. SPIKE O13.7 .(Z) O00 47.91STORAGE T Q S TO RAGE BINBAY BIN U .... l7iF MF i 000 I d ;` 000 WELL , �� I / \ WELL / `� v C) I d \_ U.P. oU.P. GRAVEL DRIVEWAY f�� GRAVEL DRIVEWAY _ O G _ _ I I O STONE S 0 Ei _ Lu b\b 282 STOOP -��`\ ' I , \\ ,\\\ 2S o�C'op SPIKEBAY Q SPIKE � 2' � 16 004.61 S a \ I 6' ssT 16,004.61 SOFT. � , \ o - \ \ 6' sT�_,� _ o.FT. f �6-y�o \ °c �on� / 0.37 ACRES �� r 1� �o °c� ate\ /r/ --\ 0.37 ACRES ' ' v� \ So r �� F F ti 6 S� M c; 6'' _ 11. M O��r \ \ q<T \\ �� �— EXISTING -PERGOLA �- PERGOLA TO BE V� Y DEMOLISHED h/ p Y, b S o o PROPOSED PERGOLA / + DECK • \ `� \\` N// \ ' NEW 1,000 GAL \ PROPANE TANK ' EXISTING PLOT PLAN \, } 1/16" = V-0" 17 \ / PROPOSED PLOT PLAN 00, -- \. 2 i 1/16"= V-0" 00, REBAR REBAR `. ISSUE NO, DATE DESCRIPTION 01 9/24/20 DOB FILING 02 11x02/20 DOB RESUBMISSION TITLE EXISTING + PROPOSED PLOT PLOT PLAN NOTES SITE DATA ZONE: R-40 PLAN , SITE DATA PLOT PLAN MAP INFORMATION TAKEN FROM SURVEY DONE BY KENNETH M TOWN OF SR-40 D WOYCHUK LAND SURVEYING, PLLC. P.O. 153 AQUEBOGUE, NEW YORK 119. LOT CODE EXISTING PROPOSED SEAL AND SIGNATURE DATE: 11/02/20 SURVEY OF PROPERTY SITUATED IN SOUTHHOLD TOWN OF SOUTHOLD AREA 40,000 16,004.61 SF NO CHANGE COVERAGE 20% 11% (1,848.1 SF) 14.5% (2,321 SF) PROJECT#: 1922_HYATT RD SUFFOLK COUNTY, NY. FRONTAGE 103.14' NO CHANGE DA gE�H DRAWING BY: RD S.C. TAX MAP No.: 1000 SECT. 50 BLOCK 1 LOT 2 HOUSE MAX HEIGHT 35' 25' NO CHANGE 4` '•�' CHECK BY: AV SURVEY DATED: JUNE 3, 2020 * - FRONT YARD SETBACK 35' 54.9' 47.9' SIDE YARD SETBACK 10'-15' 11.6' 12.25' :9T 038683 DRAWING NO: Off. �OFNE`Nl GN- 1 00 . 00 NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROJECT LEGEND SOUTHOLD EXISTING TO REMAIN RESIDENCE ------- TO BE DEMOLISHED ------- 2000 HYATT RD. SOUTHOLD, NY 11971 ARCHITECT E R V ELIZABETH ROBERTS ARCHITECTS 168 7TH STREET 3C BROOKLYN, NY 11215 718 504 5488 BATHROOM FIXTURES+ FINISHES TO BE -- ---- -- - - --- EXISTING BAY WINDOWS EXISTING BAY WINDOWS __ _ __ __ DEMOLISHED � _I TO BE DEMOLISHED TO BE DEMOLISHED Ii i i i1 ii ; 'I l 11 A/C 1 1 I I A/C EXISTING THRU-WALL A/C ------j I II ----- ------� I L-- __J__ _ ___ - i___L___ UNITS TO BE REMOVED, EXISTING ELECTRICAL L-------------.L� �� �— r `` r— RAD. JfJ I r-----�---� I I �\� iI I RAD. ----- ---�- TYP. PANEL TO BE RELOCATED ,� i �`\ /z/// i 11 / I I o� ��� CL. i i -- ---- --- EXISTING RADIATORS TO L_______—� I I sv I I BE REMOVED, TYP. �� II II II r------------7 I TL----j i -------------------- 11II 11-11 1 ------------------- ' CL. CL. O I I BEDROOM � ; BATH _-� i HALL i BEDROOM SMALL STORAGE MECH. RM. I -____J I I I Ll I I STO. I SHED TO BE I SHED 11 1 DEMOLISHED -�� -i j .--� CL' i��,i I L_J ;�.li i - -— - ALL DOORS TO BE yl I` I ------�' --=_J� ` I �' y1I DEMOLISHED INTERIOR PARTITIONS TO EXISTING OUTDOOR SHOWER ENCLOSURE I\ ���\ `\ �i;� I I BE REMOVED, TYP. TO REMAIN �' ------------------------------------- ---------- �'� ------- ------- `\ ---------- - ---------- --------------------- HWH I T- r^ T-� I r----� r----, I I I I /I I I I I I RAD. \ I 1 1 I I I I I I I I I I I I I I I I I I I I I I I I W I I D I I I CL. I I �_� 1 1 1 1 1 1 n�- ----- EXISTING WINDOWS TO BE \_, I I ) I I I I I I I REMOVED,TYP. L_ I______ --L___=J---i I L___-J L----J I I I I I I 1 1 1 1 N EXISTING STAIRS TO BE I I L J L____ __J L___LL-i_1_L_LJ_J- DEMOLISHED C---------------------------- I I I I EXISTING MECHANICAL EQUIPMENT TO BE I i i _- -I REMOVED,TYP. I EXISTING WOOD BURNING ii I ---- — FIREPLACE+CHIMNEY TO I'I _-__-� ; KITCHEN LIVING ROOM REMAIN EXISTING KITCHEN i 1 I I I l p FIXTURES,APPLIANCES,AND FINISHES TO BE REMOVED I I ' I II REF. RAD. RAD. ---__1�=======2=====-- ------- L----1 I I I I I I I I I I I I I I I I I I I 1 I I I 1 I I 1 I I I I-------- ------ I EXISTING WOOD DECK TO BE I DEMOLISHED — - -----I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I j j I I I I I I I j I I I ISSUE I I I L - -------------J I N0. DATE DESCRIPTION L------------------------------------------------------------------------------------------------� 01 9/24/20 DOB FILING 02 11/02/20 DOB RESUBMISSION TITLE 1 FIRST FLOOR DEMOLITION PLAN FIRST F DEMOLITION PLAN SEAL AND SIGNATURE DATE: 11/02/20 , SgED ARC PROJECT#: 1922_HYATT RD H RO�yv DRAWING BY: RD * CHECK BY: AV N,ADRAWING NO: 3 9�F 03868 Of NES DM- 1 00 . 00 NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, ANDA SPECIFIC DESCRIPTION OF THE ALTERATION. PROJECT LEGEND SOUTHOLD EXISTING TO REMAIN RESIDENCE ------- TO BE DEMOLISHED ------- 2000 HYATT RD. SOUTHOLD, NY 11971 ARCHITECT E R d ELIZABETH ROBERTS ARCHITECTS 168 7TH STREET 3C BROOKLYN, NY 11215 718 504 5488 ------------- --------------� I I I I BATHROOM FIXTURES+ FINISHES TO BE DEMOLISHED -- - - --- EXISTING ASPHAULT \ SHINGLES TO BE REPLACED,TYP. \ J I I RAD.-------- ------ RAD �-- . I ------tiJ I I EXISTING RADIATORS TO I I I I I nl BE REMOVED, TYP. OPEN LOFT °1 I IIII I I I �1 /I I / � I \ ♦ J J i, II --- - ---m -- - ---- SECTION OF EXISTING CL. i i I I LOFT FLOOR TO BE L J L, ,-i REMOVED 1 i — --- -------------- JG =_-________==1I jI-----------------------------J __--------------------- � I I I I I I I I I I I I � I I I I I I I I I I I I _--_-____�___i.__L__I_�_�___i__I __I___i_ �-� - LOFT RAILING TO BE / ------------ --------� ------� REMOVED / II II ALL INTERIOR DOORS+ EXISTING CHIMNEY TO PARTITIONS TO BE i i REMAIN REMOVED, TYP. --- -- - - �DROOM I II II EXISTING THRU-WALL A/C I� ii UNITS TO BE REMOVED, TYP. I L _ I w EXISTING WINDOWS TO BE I I -1 I I REMOVED, TYP. -ul ----------- ------------ --------- --------- -------- --------- II I I ---------- --------- ----------- ---------- I I I I I I I I I I I I I i_- EXISTING BALCONY TO i I REMAIN. REMOVE ---- i i ----J EXISTING RAILINGS I I II I I I I I I I LINE OF EXISTING DECK BELOW TO BE DEMOLISHED I, II II li ISSUE I I I I NO. DATE DESCRIPTION 01 9/24/20 DOB FILING I I 02 11/02/20 DOB RESUBMISSION L J ----------------- ----- --� - TITLE SECOND FLOOR SECOND FLOOR DEMOLITION PLAN DEM OI LITION P 2 1/4"= T-0" SEAL AND SIGNATURE DATE: 11/02/20 PROJECT#: 1922 HYATT RD RED ARC �0\� SH ROe tii�� DRAWING BY: RD CHECK BY: AV (P ��, DRAWING NO: X386830 y �oF NES DM- 1 01 . 00 NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROJECT LEGEND SOUTHOLD EXISTING TO REMAIN RESIDENCE ------- TO BE DEMOLISHED ------- 2000 HYATT RD. SOUTHOLD, NY 11971 ARCHITECT E R V ELIZABETH ROBERTS ARCHITECTS 168 7TH STREET 3C BROOKLYN, NY 11215 718 504 5488 I I i I - - - ---------� rr-_______-� rr=====___-I I EXISTING SKYLIGHTS TO BE REMOVED, TYP. I i I I L -- EXISTING CHIMNEY TO EXISTING ASPHAULT REMAIN SHINGLES TO BE REPLACED, TYP. ---- ROOF LINE TO BE MODIFIED, SEE ELEVATIONS ISSUE NO. DATE DESCRIPTION 01 9/24/20 DOB FILING 02 11/02/20 DOB RESUBMISSION TITLE ROOF DEMOLITION PLAN SEAL AND SIGNATURE DATE: 11/02/20 PROJECT#: 1922 HYATT RD RED ARC — H Ro yj� DRAWING BY: RD B CHECK BY: AV * I DRAWING NO: On DRAWING 0 SOF NE\� DM- 1 02 . 00 NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROJECT FOUNDATION PLAN LEGEND SOUTHOLD EXISTING CONCRETE FOUNDATION 0 TO REMAIN RESIDENCE 2000 HYATT RD. NEW CONCRETE FOUNDATION/PIER HOLD, NY 11971 NEW WOOD STRUCT. MEMBER ARCHITECT E R V ELIZABETH ROBERTS ARCHITECTS 168 7TH STREET 3C BROOKLYN, NY 11215 718 504 5488 -- NEW FOUNDATIONS, SEE 1/A-300 FOR SPECIFICATIONS 46'-8" F-7 r ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - -- NEW GRAVEL FILL co NEW FOUNDATIONS AT '> EXTENDED MECH. ROOM ABOVE, - - -- - - SEE 1/A-300FOR SPECIFICATIONS _ - �-- - �- ,:, �= ' .-,_.`., - — -- - - -- - - -- - - -- - - - - - - -- -- - - - - -- --- -- - - -� i ,. i -, I co Ti- - -- -- F f - NEW'' GRAVEL``, ,FILL' i I I I I 4'-11/2'. 1 -9Y2' . I I I I I I I I I I EXISTING FOUNDATIONS TO — — — — — — — – REMAIN I I I ri ` - - - - - - - -� N 8-1%4" I I I NEW FOUNDATIONS AT i � EXTENDED MECH. ROOM ABOVE, I SEE X/A-300 FOR SPECIFICATIONS I I I I I I NEW FOUNDATIONS AT EXTENDED DINING ROOM ABOVE, SEE 1/A-300 FOR - - - - - - - -- - - - - - 7 L _- _- - _ ___ -- ____ -- -- _- -__ T SPECIFICATIONS L 2X10 LEDGER ANCHORED TO - - - — - — — FOUNDATION WALL, SEE 1/A-300 14'-5" _ ISSUE . . C? 2X10@ 12" O.C., SEE 1/A-300 N0. DATE DESCRIPTION bo 01 9/24/20 DOB FILING 02 11/02/20 DOB RESUBMISSION NEW PIERS FOR NEW DECK I ABOVE, SEE 1/A-300 FOR SPECIFICATIONS — — _ 4-2X10 — — — _ bo 2X10 7 TITLE 7-9y2 - -- 7'-9y2"---- - - ---- -9/2 - --- T-9Y2" T-9Y2" 1 _7 NEW WOOD STRUCTURAL -- --- - MEMBERS FOR WOOD DECK 42'-1" ABOVE, SEE 1/A-300 FOR PROPOSED SPECIFICATIONS FOUNDATION PLAN -- ---- - ---- - - - -- ---- FOUNDATION PLAN \` �11 SEAL AND SIGNATURE DATE: 11/02/20 ED ARC,y PROJECT#: 1922_HYATT RD H RO ��� DRAWING BY: RD N CHECK BY: AV N� DRAWING NO: 9T�0F685y°� A-001 .00 NE NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROJECT LEGEND SOUTHOLD EXISTING TO REMAIN RESIDENCE NEW WALL GYP.BD. 000 HYATT RD. CONSTRUCTION SOUTHOLD, NY 11971 CM/SD NEW CARBON MONOXIDE & O SMOKE DETECTOR ARCHITECT E R b ELIZABETH ROBERTS ARCHITECTS 168 7TH STREET 3C BROOKLYN, NY 11215 718 504 5488 LINE OF NEW WOOD 1061 BATH -- NEW BATHROOM NEW WINDOW+DOOR HANDRAIL INSTALLED ' H ACCORDANCE L WALL TYPES PERGOLA ABOVE \ FIXTURES+ FINISHES I ASSEMBLY, SEE DOOR j R311.7.8 ' SCHEDULE NEW STAIRS � 46'-8" � l - --- 5"GYP. BOARD II I I $ ww --- ----------------- -- - -- ----------------------- --------- ----------------------- ' ---- -- ❑ ❑ - -❑ / -C ❑- --- -- - NEW WOOD STRUCTURE FOR PERGOLA 41'-3" l $"GYP. BOARD NEW WINDOW+ DOOR 9'-8y4„ 4'-10" 14'-0�2" 2X6 INTERIOR PARTITION: ___ _ 1 - --- - -- ASSEMBLY, SEE DOOR -+ CONCRETE DECK AND 18", 38", OR 52' MTL. STUD AS REQ'D, @ 16 O.C. 6 W/1 LAYER 5/8"GWB EACH SIDE, OR DUROROCK IN WET SCHEDULE - - -- - - 5'-p" PORCH STAIRS LOCATIONS. FILL W/ROXUL SAFE &SOUND INSULATION. \ i ,3; �j 107 2-2X10 HDR I , - - --- WOOD PORTICO 2-2X10 HDR 1 3. 2-2X10 HDR -- ----7-7%4" ( -- 3 3 - rn (- -UP9 bo 5 cV r - e GYP. BOARD - - - --- - - 3 -- - 1071 BEDROOM BLOCKING I 1� r, VARIES L HWH N NEW LAUNDRY APPLIANCES - --- -- BOILER 1` .- - ---- - -- NEW ENTRY DOOR -�' - HARDWOOD a' 1 I CM/SD _- \� 100 N = LOCATION 1051 BEDROOM - 1 ' - JAMB _ / TYP CASING 1081 MECHANICAL �I -- -- -- --- -- -----,� M � � � = I ------ ---- 2X6 INT. PARTITION FOR POCKET DOOR: i w r ---- —- - -- -- 100 ENTRY FOYER 1 5 MTL. STUD, 16 O.C. - Fa m _ „z @ W ii D 102 ICL. CL. 8 3W/ 1 LAYER 5/8”GWB EACH SIDE, OR DUROROCK IN WET LOCATIONS. i II I - FILL W/ROXUL SAFE &SOUND INSULATION. I 104 101 5'-0" 11 NEW NEW VERTICAL CEDAR PLANKSEXISTING OUTDOOR 106 [104 HALL 3, - SHOWER ENCLOSURE CM/SD T-2" CM/SD L _ M -- NEW CEDAR BREATHER TO REMAIN - 1 108 109 NEW 5"THK"ZIP SYSTEM"SHEATHING - - N°' os P C --- REF. G DW N CL. CL. 110 Lu O / - — --— NEW 3"CLOSED CELL SPRAY FOAM MILLWORK -- - NEW KITCHEN FIXTURES, r� j y INSULATION [1100 �3 -_ _ 15-9 -_ - APPLIANCES, + FINISHES - NEW OR EXISTING STUD j 3-2X10 HDR 3�, EXTERIOR PARTITION:- - -- -- 5 114 NEW a GYP. BOARD CONCRETE FLOORING NEW VERTICAL CEDAR PLANK SIDING THRU-OUT 1ST FLOOR EXISTING CHIMNEY TO CEDAR BREATHER 111 `c.� +--- - --- ' ---- s"THK"ZIP SYSTEM"SHEATHING x REMAIN, REBUILD SPRAY INSULATION (ENERTITE OR EQUAL) o `7 FIREBOX AND MANTLE NEW GYP AS REQ. N o I 1 O 13 DD NTNG RM. 102 KITCHEN 101 LIVING RM. AT INTERIOR IN WET LOCATIONS N N - - -- z" CEMENT BOARD -- RADIANT HEATING THINSET THRU-OUT 1ST FLOOR TILE/STONE , 71 113 ,3.,. GENERAL NOTE: 3F ALL SPRAY FOAM APPLICATIONS X10 HDR 27'-4" \ ARE SUBJECT TO 112 0 \ CONFORMANCE WITH R316.5. 13'-3" O o', I ISSUE \\ � SHINGLESCEDAR SEE 2/A-203 FOR (OPTIION: USE C DAR BR ATHER) -- STRUCTURAL NO. ©ATE DESCRIPTION NNI FRAMING OF OPENING 01 9/24/20 DOB FILING o "WINTERGUARD WATERPROOFING DECK 02 11/02/20 DOB RESUBMISSION - UNDERLAYMENT AT ALL AREAS OF ROOF. NEW WOOD DECK AND "2CONTINUOUS RIGID INSULATION � I I RAILING 5/8"THK SHEATHING. "ZIP SYSTEM" OR APPROVED EQUAL - EXISTING RAFTERS TO REMAIN WITH TITLE SPRAY FOAM INSULATION (ENERTITE 42'-3" ` OR EQUAL) ' I I BUILT-IN SEATING PROPOSED 1ST ---- ------ -J -- $" GYPSUM FLOOR PLAN ROOF: R,,,— NEW CEDAR SHINGLES ON PURLINS OVER WATERPROOFING UNDERLAYMENT OVER CONTINUOUS RIGID INSULATION OVER ZIP SYSTEM SHEATHING ( -FIRST FLOOR PLAN NEW GYPSPRAY AM INSULATION \ 1/4" = 1'-0" --- SEAL AND SIGNATURE DATE: 11/02/20 ,�� LED A/ �o PROJECT#: 1922_HYATT RD \��ETH po /J, DRAWING BY: RD � v .:a cin CHECK BY: AV 'p DRAWING NO: 0-868���Q- A-100.00 NE NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROJECT LEGEND SOUTHOLD EXISTING TO REMAIN RESIDENCE NEW WALL GYP.BD. 2000 HYATT RD. CONSTRUCTION SOUTHOLD, NY 11971 CM/SD NEW CARBON MONOXIDE & O SMOKE DETECTOR ARCHITECT E R b ELIZABETH ROBERTS ARCHITECTS 168 7TH STREET 3C BROOKLYN, NY 11215 718 504 5488 WALL TYPES 1202 WALK-IN CL. - $" GYP. BOARD � � I W w - - -- 2X6 INTERIOR PARTITION: $ GYP. BOARD NEW WOOD PERGOLA ^ 15", 35" OR 51" MTL. STUD AS REQ'D, 16 O.C. 8 8 2 @ W/ 1 LAYER 5/8"GWB EACH SIDE, OR DUROROCK IN WET ----- — — - ---- - - -- ---- --- — - — LOCATIONS. FILL W/ROXUL SAFE&SOUND INSULATION. —-- --- --_-- — --- -- - I R T-1" 1 . — 8"GYP. BOARD Y NEW CEDAR ROOF 3 , SHINGLES -- - 6r-Orr < 1 - ciiv �I(VM VARIES -- BLOCKING - T \ ii CM/SD co Ln --- --- �- - - HARDWOOD 412 �0 �\ / --11\- ------ ----- - --oma - --- NEW WOOD PORTICO, r JAMB 18 - \ SEE ELEVATION , EX. ROOF M TYP CASING 2X6 INT. PARTITION FOR POCKET DOOR: PITCH \\ 201 CM/SD 2 521 n MTL. STUD, @ 16 O.C. - - - 203 BATH --- - - ---.-.... - -- ; --- - 2 , r W/1 LAYER 5/8"GWB EACH SIDE, OR DUROROCK IN WET LOCATIONS. 0 -- 202 (.200 1 OPEN LOFT ,3 FILL W/ROXUL SAFE &SOUND INSULATION. O - O 200 DN co NEW NEW VERTICAL CEDAR PLANKS NEW CEDAR BREATHER 6 l^ NEW 5"THK"ZIP SYSTEM" SHEATHING o - -- -- --- -- $ ( BOOKSHELVES ti N _r r z - - � /BOOKSHELVES _w \ - - - NEW 3"CLOSED CELL SPRAY FOAM INSULATION NEW BATH M 7-2' 6'-1 r�loo \\ - _ FIXTURES+FINISH - -� NEW OR EXISTING STUD EXTERIOR PARTITION: ---- NEW 5"GYP. BOARD 3 NEW VERTICAL CEDAR PLANK SIDING Li CEDAR BREATHER Ji EXISTING CHIMNEY TO 8"THK"ZIP SYSTEM" SHEATHING REMAIN SPRAY INSULATION (ENE:RTITE OR EQUAL) 201 M. BEDROOM INTERIOR WOOD - - OPEN TO BELOW NEW GYP AS REQ. ' IN WET LOCATIONS SHUTTERS % 2"CEMENT BOARD t* THINSET \3 0 TILE/STONE N � 13'-7" c� _ FIL GENERAL NOTE: 3-2X10 HDR 3 ALL SPRAY FOAM APPLICATIONS - \ -- -- \ '\ ARE SUBJECT TO EXISTING BALCONY TO BE CONFORMANCE WITH R316.5. EXTENDED. NEW RAILING -- TO BE INSTALLED ---- - I -- - - — - - --- - - SEE 2/A-203 FOR o STRUCTURAL tn' � 9 - I 'I' FRAMING OF OPENING ISSUE - --- CEDAR SHINGLES ON PURLINS BALCONY i' NO. DATE DESCRIPTION (OPTION: USE CEDAR BREATHER) �— "WINTERGUARD"WATERPROOFING _ - =-_ _ 01 9/24/20 DOB FILING UNDERLAYMENT AT ALL AREAS OF101-91,— 10'-9" --- — 02 11/02/20 DOB RESUBMISSION *� ROOF. 2"CONTINUOUS RIGID INSULATION j I 5/8"THK SHEATHING. "ZIP SYSTEM"OR APPROVED EQUAL ` J i - -- - — EXISTING RAFTERS TO REMAIN WITH TITLE tee_ SPRAY FOAM INSULATION (ENERTITE OR EQUAL) O GYPSUM PROPOSED 2ND FLOOR PLAN R ROOF: NEW CEDAR SHINGLES ON PURLINS OVER WATERPROOFING UNDERLAYMENT OVER CONTINUOUS RIGID INSULATION OVER ZIP SYSTEM SHEATHING SECOND FLOOR PLAN r SPRAY FOAM INSULATION 1/4 - 11-01, 1 \ NEW GYP SEAL AND SIGNATURE DATE: 11/02/20 D ARC PROJECT#: 1922_HYATT RD F DRAWING BY: RD � v � ' N * * CHECK BY: AV Lo .A "X3868DRAWING NO: 3 Q� F0FrtN4 A-101 .00 NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROJECT LEGEND SOUTHOLD EXISTING TO REMAIN RESIDENCE NEW WALL GYP.BD. 2000 HYATT RD. CONSTRUCTIOIN SOUTHOLD, NY 11971 CM/SD NEW CARBON MONOXIDE & O SMOKE DETECTOR ARCHITECT E R d ELIZABETH ROBERTS ARCHITECTS 168 7TH STREET 3C BROOKLYN, NY 11215 718 504 5488 WALL TYPES yam- 8"GYP. BOARD -- - w Tf - - _ 5 - - --- _. -- - -2X6 INTERIOR PARTITION: s„GYP. BOARD 1 1S" 35.., OR 521.. 8 , s MTL. STUD AS REQ D, @ 16 O.C. W/ 1 LAYER 5/8' GWB EACH SIDE, OR DUROROCK IN WET LOCATIONS. FILL W/ROXUL SAFE &SOUND INSULATION. $" GYP. BOARD VARIES BLOCKING M I HARDWOOD � O 12 JAMB SII v 12450 I — TYP CASING a 2X6 INT. PARTITION FOR POCKET DOOR: '2 — - I 512" MTL. STUD, @ 16 O.C. W/ 1 LAYER 5/8"GWB EACH SIDE, OR DUROROCK IN WET LOCATIONS. l FILL W/ROXUL SAFE &SOUND INSULATION. NEW NEW VERTICAL CEDAR PLANKS NEW CEDAR BREATHER NEW 5"THK"ZIP SYSTEM" SHEATHING w NEW 3"CLOSED CELL SPRAY FOAM -- r� > /\ INSULATION - NEW OR EXISTING STUD EXTERIOR PARTITION: _ _ NEW 8"GYP. BOARD 3' NEW VERTICAL CEDAR PLANK SIDING CEDAR BREATHER ILI 12 p1= 8"THK"ZIP SYSTEM" SHEATHING 12 O' 7.5 �o SPRAY INSULATION (ENERTITE OR EQUAL) 5 03° 0'U °- NEW GYP AS REQ. IN WET LOCATIONS w a W CEDAR ROOF 2"CEMENT BOARD SHINGLES ON EXISTING 1 THINSET ROOF - ----- TILE/STONE GENERAL NOTE: -- - ALL SPRAY FOAM APPLICATIONS ARE SUBJECT TO - --- '` CONFORMANCE WITH R316.5. ISSUE ---- - CEDAR SHINGLES ON PURLINS (OPTION: USE CEDAR BREATHER) NO. DATE DESCRIPTION - - t_ "WINTERGUARD"WATERPROOFING - --- - 01 9/24/20 DOB FILING I UNDERLAYMENT AT ALL AREAS OF 02 11/02/20 DOB RESUBMISSION ROOF. ---- 2"CONTINUOUS RIGID INSULATION eve - 5/8"THK SHEATHING. "ZIP SYSTEM" OR APPROVED EQUAL EXISTING RAFTERS TO REMAIN WITH TITLE ` SPRAY FOAM INSULATION (ENERTITE OR EQUAL) PROPOSED ROOF `tet 5"GYPSUM PLAN ROOF: Ft NEW CEDAR SHINGLES ON PURLINS OVER WATERPROOFING UNDERLAYMENT OVER CONTINUOUS RIGID INSULATION OVER ZIP SYSTEM SHEATHING �", ROOF PLAN ) SPRAY FOAM INSULATION � � 1/4" NEW GYP SEAL AND SIGNATURE DATE: 11/02/20 c�RED qRc �eH O�y��� PROJECT#: 1922_HYATT RD Wv DRAWING BY: RD CHECK BY: AV N9 038683 DRAWING NO: T�OF NE`N'yo A-102 .00 NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROJECT EXISTING CHIMNEY CAP TO BE REPLACED - T.O_ROOF SOUTHOLD +25'-0" RESIDEINICE 2000 HYATT RD. SOUTHOLD, NY 11971 ARCHITECT E R V ELIZABETH ROBERTS ARCHITECTS ! EXISTING CHIMNEY TO %' II �� II 168 7TH STREET 3C REMAIN.WOOD I Ir----Tr----i�l BROOKLYN, NY 11215 SIDING ON CHIMNEY �� I� III II Ilr- EXISTING WINDOWS 718 504 5488 TO BE REPLACEDII II III II III II I III II III TO BE REMOVED, TYP. I II II III II III II II III II III REMOVE EXISTING ii ii ili ii it RAILING FROM II II ISI II lil BALCONY - II II ILL= _ll_=--J I II II L==----- PROJECT EXISTING CHIMNEY CAP TO BE REPLACED �\\ T.O. ROOF SOUTHOLD - - +25'-0" RESIDENCE 2000 HYATT RD. EXISTING ROOF SHINGLES TO BE SOUTHOLD, NY 11971 REPLACED,TYP. EXISTING KYLI ARCHITECT TO BE REMOVED,TYP. --- - -- - ----- �---- fir==_----�I Ir=__=== PROJECT SOUTHOLD EXISTING CHIMNEY RESIDENCE / CAP TO BE REPLACED ------C— 2000 HYATT RD. T.0. ROOF SOUTHOLD, NY 11971 a ARCHITECT E R V ELIZABETH ROBERTS ARCHITECTS 168 7TH STREET 3C BROOKLYN, NY 11215 718 504 5488 i -- ----- EXISTING EAVES TO BE MODIFIED,TYP. SEE r----� EXISTING WOOD Ir----�I PROPOSED ELEVATIONS II II SIDING TO BE li it REPLACED,TYP. EXISTING WINDOWS II II EXISTING MECH/STORAGE II II �� TO BE REMOVED, TYP. IL====J II II � ROOM TO BE EXTENDED, SEE PLANS \ 1 �— REMOVE EXISTING BALCONY SECOND FLOOR — +8'-10 1/2" I CJ I I I I I I EXISTING BAY WINDOWS i I I fuer,===_�___-,� TO BE REMOVED. ►I I I III it III I I r--------------------------------i � I ill II III _ I I I I I III II III II III II III o EXISTING STORAGE I I III II III SHED TO BE I I IIL---JL___JII ao DEMOLISHED - ---- -- - -i -- --- --- - t-�-I ---- i i-----------------------L REMOVE EXISTING EXISTING OUTDOOR I i I II DECK . ,. ii ' SHOWER TO REMAIN O FIRST FLOOR I I — -- — — — —— - -----------I I I - - — -- — — — — — — — -- -- --- —— — — -- i — i —— ------ ------------------------ly I I , I NORTH ELEVATION - DEMOLITION 1/4' NEW CHIMNEY CAP T.O. ROOF - +25'-0" — - cN ISSUE CEDAR SHINGLES AT Q MECH. ROOM ROOF --- -- t 6 jI z NO. DATE DESCRIPTION 01 9/24/20 DOB FILING \\\ a 02 11/02/20 DOB RESUBMISSION NEW WOOD PERGOLA \ -- - — I' — --- - - - - — ; NEW WOOD BALCONY WITH - -- --I �� WOOD +CABLE RAILING _SECOND FLOOR +8'-101/2" - - - - - - - - - -- TITLE - - I N 3 EXISTING + — NEW CEDAR PLANK ' SIDING 1TYP. —�---� I - PROPOSED NORTH NEW CONCRETE — -- — BUILT—IN SEATING AT —DECK+ STEPS DECK CORNER SEE PLAN ELEVATION FIRSTFLOOR +/-0.41 — — —I ---- --- — — --- — — NEW WOOD DECK WITH WOOD +CABLE mW r , — RAILING SEAL AND SIGNATURE DATE: 11/02/20 PROJECT#: 1922 HYATT RD ��RE�ARC DRAWING BY: RD �lv _ CHECK BY: AV r NORTH ELEVATION - PROPOSED 2 DRAWING NO: o386a�y°� A-202 .00 F NE NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO SALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS DRAWING IS ALTERED,THE:ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROJECT ----- - EXISTING CHIMNEY CAP TO BE REPLACED -- SOUTHOLDTO;_ROOF +26-0" RESIDEINCE EXISTING ROOF 2000 HYATT RD. SHINGLES TO BE SOUTHOLD, NY 11971 REPLACED,TYP. — i EXISTING CHIMNEY TO EXISTING EAVES TO SEE REMAIN. WOOD BE SIDING ON CHIMNEY ARCHITECT MODIFIED, TYP. PROPOSED ELEVATIONS TO BE REPLACED E R V ------- ---—-- _-/4-rI IIIiIIIIII-IIIIIirIi r�iILrIIIIII IIIIII-IIIIIIIiIIIi IIiIIIIIIII--IIIIIIIIiIrII ---3—i�—-----_ ---— -L1iIIIII—IIIIIII�IIIII------ ---- �IIIIIII--iT„IIIiIIIIIJ*�-II1IIiIIII ' -II iIIIIIIIIIII --�iIIIIIIIIIjIIIiIIIIIIlrIIIIIII IIIiIIIIII IIIIIIIILrIIII1IIIIIIIIIIIII— Ii—L 'J-1IIIIIIIJLI 1III1IIIIIIIIIII1 J�IIIIIIiIIIII-IIIIiIIiIIIIIIIIIIItIIIiI-III�---_-_-- --=_--_-�-+ IIIIiIIIIIIIIIIIII,IIIIiII'rIIIi IILIiIIIIIII _IIIIIIIIIIIIILIIIIIIIIL_IIIII_=_-I— PROJECT T.O. ROOF - - --- +26-0" - - - - - --- ---- - ---- ------- -- EXISTING CHIMNEY TO SOUTHOLD REMAIN RESIDENCE 2000 HYATT RD. SOUTHOLD, NY 11971 ARCHITECT co E R V ELIZABETH ROBERTS ARCHITECTS 168 7TH STREET 3C �61J� BATH2O1 M. BEDROOM BROOKLYN, NY 11215 718 504 5488 NEW WOOD PERGOLA - ---I __-_ --- EXIST. STUD WALL TO REMAIN - - - -- -- - -- - NEW WOOD+CABLE RAILING AT EXTENDED BALCONY - SECOND- 10 E ND FLOOR- f _ -- ---- - - - IJ I -" -- ---- -- - EXIST. 2X10 JOISTS i-I TO REMAIN 105 BEDROOM A - - 3-2X10 AT DOOR OPENING - REMOVE EXISTING WALL AND I _ LINTEL AFTER INSTALLATION i i - -- 2X6@16 STUD WALL o OF NEW EXTERIOR WALL - 4' SLAB ON GRADE 4"SLAB ON GRADE - -- i i --- -- - 00D J71 2X10 LEDGER ANCHORED NEW CONCRETE DOWEL TO EXIST. #4 DOWEL @ 16" DRILL AND I TO FOUNDATION WALL DECK+ STEPS - / FOUNDATION EPDXY TO EXIST. i i ;' - BUILT-IN SEATING AT DECK ICORNER, SEE PLAN — EXISTING SLAB ON GRADE FOUNDATION - FIRST FLOOR x NEW WOOD DECK -- ' +I-0'-0" (ECFV. 25.48') ' �. I _- 2X10 TREATED @ 12 I EXISTING SLAB ON GRADE -' J ------ 4-2X10 TREATED - * 103 DINING RM. 4"GRAVEL BASE _ #4@12 EW - EXISTING FOUNDATION I - -$" #4 12 EW APPROX. FIN. GRADE EXISTING FOUNDATION - @ Z 12"X 16"CONT. 12"X 16"CONT. . FOOTING / FOOTING19 , 4"GRAVEL BASE / / BOTTOM OF FOOTING 16" DIA.CONC. /,�' PIER @ 8'-0" MAX. TO MATCH EXISTING NORTH SECTION - PROPOSED 1/4"= 1'-0" -" T.O. ROOF _ -- -- - - EXISTING CHIMNEY TO REMAIN I EXISTING COLLAR TIES TO REMAIN,TYP. io - - - - ISSUE 2001 OPEN LOFT NO. DATE DESCRIPTION NEW WOOD PERGOLA 01 9/24/20 DOB FILING 02 11/02/20 DOB RESUBMISSION ih SECOND FLOOR - - +8'-10 1/2" -- - - - - -- - - -- - - - - ------ LIVING ---LIVING R TITLE 0 PROPOSED NORTH ' 107 BEDROOM04 HALL IF I NEW CONCRETE -- ---- ---- - --- BUILT-IN SEATING AT DECK+STEPS �— - DECK CORNER, SEE SECTIONS -"- ------ � - PLAN FIRST FLOOR --- +/- 0'-0"(ECFV. 25.48') - - _ NEW WOOD DECK WITH WOOD +CABLE RAILING SEAL AND SIGNATURE DATE: 11/02/20 aED ARC, PROJECT#: 1922_HYATT RD H RO6 DRAWING BY: RD C2\ NORTH SECTION - PROPOSED / 1/4"- 1'-0" -- - -" - -- CHECK BY: AV 0386$3 �0 DRAWING NO: FOF NE`N A-300.00 NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION. PROJECT SOUTHOLD RESIDENCE —" T.O_ROOF 2000 HYATT RD. �- - ,-- SOUTHO D NY 11971 +25 0 ARCHITECT E R V Q ��--- — ------ EXISTING COLLAR TIES TO ELIZABETH ROBERTS ARCHITECTS REMAIN, TYP. 168 7TH STREET 3C BROOKLYN, NY 111215 718 504 5488 m --- �...�._. sem. 201 M. BEDROOM 2001 OPEN LOFT —- SECOND FLOOR i��, — -- ---- -- — r \' 00 i - 031 DINING RM. 102 KITCHEN j 101 MNG RM. ............ . . . FIRST—FLOOR----.--- +1— IRSTFLOOR+/— 0'-0" (ELEV. 25.48) C WEST SECTION - PROPOSED 1/4 = 1'-0" ISSUE NO. DATE DESCRIPTION 01 9/24/20 DOB FILING 02 11/02/20 DOB RESUBMISSION TITLE PROPOSED WEST SECTION SEAL AND SIGNATURE DATE: 11/02/20 ED PROJECT#: 1922- HYATT RD qR �gETH R Cy/J. DRAWING BY: RD N CHECK BY: AV (!� 4 DRAWING NO: 9�F X38683 �0� � A'301 .00 OF N E� NOTE:IT IS A VIOLATION OF THE LAV\V FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANIY ITEM ON THIS DRAWING IN ANY WAY.IF ANY ITEM ON THIS DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED)BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION, DOOR SCHEDULE WINDOW SCHEDULE PROJECT NO. LOCATION DESCRIPTION SIZE (W X H X D) NOTES WINDOW OPENING NO. TYPE MANUFACTURER DESCRIPTION/SERIES GLASS U-FACTOR SHGC SOUTHOLD FIRST FLOOR -WIDTH HEIGHT i 100 FRONT ENTRY DOOR WOOD EXTERIOR DOOR 36"X 102"X 2" FRONT RESIDENCE 101 HALL 104 WOOD DOOR 27"X 84"X 1-3/4" W1A WESTERN WINDOWS ANODIZED ALUMINUM CASEMENT 54" 42" CARDINAL 366 29 .19 102 i BEDROOM 107 WOOD DOOR 32"X 84"X 1-3/4" W2 B WESTERN WINDOWS ANODIZED ALUMINUM, CASEMENT 24" 42" CARDINAL 366 .29 .19 2000 HYATT RD. --- - --- --- ------------ ---- ------ - - - --- SOUTHOLD, NY 11971 103 BEDROOM 107 ALUMINUM + GLASS DOOR/WINDOW ASSEMBLY 30"X 84"X 1-3/4" U-FACTOR= .29 SHGC = 19 W3 C WESTERN WINDOWS ANODIZED ALUMINUM, CASEMENT 45" 42" CARDINAL 366 .29 .19 104 HALL 104 WOOD DOUBLE DOORS (2)24 X 84 X 1-3/4 W4 D WESTERN WINDOWS ANODIZED ALUMINUM, FIXED 19 165-1/2' CARDINAL 366 .30 .24 ARCHITECT 105 BATH 106 WOOD DOOR 31"X 84"X 1-3/4" W5 E WESTERN WINDOWS ANODIZED ALUMINUM,AWNING 48" 48" CARDINAL 366 .30 .17 ----- --- - - ---- - - - --- ------------- - -------- E R d I 106 BEDROOM 105 WOOD DOOR 32"X 84"X 1-3/4" W6 F WESTERN WINDOWS ANODIZED ALUMINUM, CASEMENT 24" 42" CARDINAL 366 .29 .19 ------- -----------_ _-_- _-_ — ELIZABETH ROBERTS ARCHITECTS 107 BEDROOM 105 ALUMINUM +GLASS DOOR/WINDOW ASSEMBLY 30 X 84"X 1-3/4 U-FACTOR= .29 SHGC = .19 W7 F WESTERN WINDOWS ANODIZED ALUMINUM, CASEMENT 24 42' CARDINAL 366 .29 .19 168 7TH STREET 3C BROOKLYN, NY 11215 - -- --- ----- --------------- 108 BEDROOM 106 WOOD DOUBLE DOORS (2)21-1/2"X 84"X 1-3/4" W8 G WESTERN WINDOWS ANODIZED ALUMINUM, FIXED 204" 51-1/2" CARDINAL 366 .30 .24 718 504 5488 109 BEDROOM 106 WOOD DOUBLE DOORS (2)21-1/2"X 84"X 1-3/4" 110 DINING 103 WOOD DOOR 31"X 84"X 1-3/4" 111 KITCHEN 102 WOOD DOUBLE DOORS (2) 28"X 94-1/2"X 1-3/4" 112 DINING 103 ALUMINUM +GLASS FRENCH DOORS (2) 35"X 84"X 1-3/4" U-FACTOR= .28 SHGC = .17 113 LIVING RM 101 KITCHEN 102 - ALUMINUM + GLASS SLIDING DOORS (4) 52"X 104"X 1-3/4" U-FACTOR= .26 SHGC = .21 114 MECHANICAL ROOM 108 WOOD EXTERIOR DOORS (2) 30"X 90"X 1-3/4" SECOND FLOOR 200 OPEN LOFT 200 WOOD DOOR 34"X 84"X 1-3/4" 201 WALK IN CL 202 WOOD POCKET DOOR 30"X 84"X 1-3/4" 202 BATH 203 WOOD DOOR 34"X 84"X 1-3/4" 203 MASTER BEDROOM 201 ALUMINUM +GLASS FRENCH DOORS 34"X 84"X 1-3/4" U-FACTOR= .28 SHGC = .17 ISSUE NO. DATE DESCRIPTION 01 9/24/20 DOB FILING 02 11/02/20 DOB RESUBMISSION TITLE DOOR AND WINDOW SCHEDULES SEAL AND SIGNATURE DATE: 11/02/20 ED Ar? PROJECT#: 1922_HYATT RD C9� 0E?H ROe DRAWING BY: 1. " CHECK BY: DRAWING NO: 038683 0 A-400 . 00 OF NE`N NOTE:IT IS A VIOLATION OF THE LAW FOR ANY PERSON,UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY,IF ANY ITEM ON THIS DRAWING IS ALTERED,THE ALTERING ARCHITECT SHALL AFFIX TO HIS/HER ITEM THE SEAL AND THE NOTATION"ALTERED BY"FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH ALTERATION, AND A SPECIFIC DESCRIPTION OF THE ALTERATION.