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Home My WebLink About42201-Z �pt��gUFFO[q'co�y Town of Southold 6/11/2019 P.O.Box 1179 co 53095 Main Rd ©14h, p`r '4 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40443 Date: 6/11/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1585 Demarest Rd., Orient SCTM#: 473889 Sec/Block/Lot: 13.-2-7.10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/20/2017 pursuant to which Building Permit No. 42201 dated 12/1/2017 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: ONE FAMILY DWELLING WITH FRONT AND REAR COVERED PORCHES, OUTSIDE SHOWER AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Moss,Deborah of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0044 05-08-2019 ELECTRICAL CERTIFICATE NO. 42201 11/21/17& 1/3/19 PLUMBERS CERTIFICATION DATED 05-30-2019 Ppy Ha on A hoe Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • e SOUTHOLD, NY dol � Sao 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#: 42201 Date: 12/1/2017 Permission is hereby granted to: Moss, Deborah 153 Brewster Rd Massapequa, NY 11758 To: demolish existing dwelling and construct new single-family dwelling as applied for per DEC Non-Jurisdiction letter& SCHD approval. At premises located at: 1585 Demarest Rd., Orient SCTM # 473889 Sec/Block/Lot# 13.-2-7.10 Pursuant to application dated 10/20/2017 and approved by the Building Inspector. To expire on 6/2/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,049.20 CO -NEW DWELLING $50.00 DEMOLITION $843.70 Total: $2,942.90 Building nspector Form No 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following- A. For new building or new use: I 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: I 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 _ V" 1-1,-? New Construction: Old or Pre-existing Building: (check one) Location of Property: —'_�ji House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section /__ Block Lot Subdivision Filed Map. Lot: Permit No Date of Permit. Applicant Health Dept. Approval: Underwriters Approval Planning Board Approval: Request for- Tempora Certificate Final Certificate _ (check one) Fee Submitted $ IA apnttii atpre/� /� Certificate of Compliance .................. ...................._............. .............................. .................................... ......................... ......... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARI(AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 .................. ..................... ..... .......................... .................... .. . ................................. ......... CERTIFIES THAT Upon the application of Upon premises owned by Ross Brothers Construction Fred & Deborah Moss 425 Birch Hollow Drive 1585 Demarest Road Shirley, NY 11967 Orient , NY 11957 Located at: 1585 Demarest Road, Orient, NY 11957 Application Number#: 17-47490 Certificate#: 17-47490 Electrical License#: Section: 13 Block: 2 Lot: 7.10 Building Permit#: PENDING Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Service Equipment-Temporary Construction Pole A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 21 st day of November 2017 Name QTY GFI Receptacle-20 Amp, 120V 2 Duplex Receptacle-20 Amp, 120V 2 GFI Circuit Breaker-20 Amp, 120V 2 Power Panel - 100 Amp, 240V 1 Meter- 100 Amp, 240V 1 Service Feeder- 100 Amp, 240V 1 Service Disconnect- 100 Amp, 240V 1 Electrical Inspector: Robert Ceriello = E jo � APPROVED/�` I DV 2 7 2017... DING DM. TO OFS® ®LD This certificate is not valid unless raised seal is present. SOU��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 C00- P.O.Box 1179 ®C Southold,NY 11971-0959 ,c® ® �® roger.riche rt(W-town.so Litho Id.ny.us c®UiV�9� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- D Moss Address: 1585 Demarest Rd City- Orient St. New York Zip: 11957 Budding Permit#: 42201 Section: 13 Block- 2 Lot: 71 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA- ATR Electric License No: 43569-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 300a Heat gas Duplec Recpt 64 Ceiling Fixtures 16 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 14 Wall Fixtures 16 Smoke Detectors 4 Main Panel 2-15 A/C Condenser 2 Single Recpt 2 Recessed Fixtures 61 CO Detectors Sub Panel A/C Blower 2 Range Recpt 40a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt20a Emergency Fixtures Time Clocks Disconnect 2-15 Switches 56 Twist Lock Exit Fixtures 11 TVSS Other Equipment 3-combination smoke / co detectors, 4-paddle fans, 2-bath fans, 3-ft plug mold, gass cook top, range hood,6-drive way lights, 16 combination GFCI /ARC fault circuit breakers,3-ARC fault circuit breakers Notes. Inspector Signature: Date: January 3 2019 81-Cert Electrical Compliance Form As afxsnr • Town Ball Annex Telephone(631)765-1802 54375 Main Road ,F Fax(631)765-9502 P.O.Box 1179 , Southold,NY 11971-0959 �' n BUILDING DEPARTMENT JUN - 5 2019 TOWN OF SOUTHOLD r+ lsl'i ` TOWN OF SOLD' j .CERTIFICATION I i i Date; 5/30/19 Building Permit No. 42201 ; Owner: Fred & Deborah Moss (Please punt) r 'Plumber: Jimmy Hannon (Pleaseprint) 1 I certify that the solder used in the water supply system contains less than 2/10 of 1% i lead. a I (Plumbers Signature) Sworn to before me this 17- day of COLLEEN A.MONTRON Notary Public,State of New York 1 No.01 MO6132243 I Qualified in Suffolk County-_T�,�� Notary Public,. �, .bounty C ommission Expires August 22, x._^ l i 3 I! i 3 5 SO(jlyolo �y00UHff'I,a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [' FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMA S: vv& fvvt ()VII _Lal ov 4�y's ov.,zlo-o b".6 DATE / ! D INSPECTOR �f Lao l - Of SOUTyolo N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION IST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Se�oH d svr! �✓ ►&4w OPLJ /s py dd- v��-)wfo I - oi:-- vt VsP D f DATE INSPECTOR vv�1 OF SO�lyolo • yo ��'YOOUM'1,Nc� TOWN' OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [/FOUNDATION 1ST [ ] ROUGH PLEIG. [r ] UNDATION 2ND [ ] INSULATION FRAMING /,STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)(( II [ ] ELECTRICAL (FINAL) REMARKS. • � Qvv'a'..'o, ,Old U+V�> 0 f� v, (AyAa 14 o V/ c V�v 5z DATE INSPECTOR OE SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-16®2 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R MARKS: DATE INSPECTO I - hO��OF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] F AMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ �ICAULKING LECTRICAL (FINAL) CODE VIOLATION REMARKS: 1111 % Q� AA S y Off' awe, 44 yr DATE J� INSPECTOR SOUIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION a [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR qvv 0 OF 50U # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ A .ROUGH PLBG. [ ] FOUNDATION 2ND [ jlNSUL [ ] FRAMING /STRAPPING [W- FINA Nv [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: OpiS o GA ' 0 v- 6A ecip, vu- (,Rb& M%�6 RON- & f-Al - / 4 Ed� L SIV✓ ote- n4 -}o -&,& Oee--- DATE INSPECTOR DD r p air g3uam-,A (( JUN — 5 2019 a a e d a aa r- 1105 9Kontauk9fWfiway,Suite C, East Patchogue,New rk OF BCS J' 2(or 1-844-TOAW.LOT (631207--FOAW uvvw.SirToanLUot.com Greg Ross Ross Brothers Construction Date 2/15/18 Job Address: 1585 Demarest Rd Orient Phone number: 516 322 7619 Email: gregross@rossbrosconstruction.com Spray 7.5" of closed cell spray foam on the underside of roof sheathing with an R-value of R-51.75 Spray 2" of closed cell spray foam on first and second floor exterior walls, box beam and gable walls with an R-Value of R-13.8 Spray 2"of closed cell spray foam on basement ceiling and perimeter Rim joist with an R-Value of R-13.8 Spray low density foam around windows and doors and. Install fire caulking to code Thank you, Robert lannaccone President ��gTER�p Q�0 RT/eR i4 N� �, F YORE 7 5 2019 UN, T&T-INSULATION LLC. r 1090 WILLIAM FLOYD PKWY; o0 TOWN ' SHI,RLEY,,NY.11967 (631)390.9440 LICE kSt#27808=H CERTIFICATE OF INSULATION -dal JOB INFO DATE 017'INSTALLATION:- 42 "ATTIC kOdFiNG': EXTERIQR,VVALL$ TYPE INCHES TR4ALUE =TYPE INCHES R-VALUE OPEN CELL FOAM OPEWCtLL FOAM CLOSED CELLI FOAM CELL FOAM FIBERGLASS FIBERGLASS CELLULOSE CELLULOSE ' 7 7 CELLAR CEILING, CRAWL SPACE , TYPE INCHES 'R-VALUE 'TYPEINCHES' ' O.-VALUE .'OPEN CELL FOAM -OPEN CELL FOAM 4;LOSED"CELLfOAM _CLOSED CELL FOAM FIBERGLASS , FIBERGLASS CELLULOSE CELLULOSE BOX BEAM BASEMENT AND CRAWL SPACE:, L -FIRE-STOPCAU LKED`-TO-CODE DATE OF INSTALLATION: le FIR'E'ST6P,BLOC KED TO CODE DATeOF'IN STALLATION: g AIR 6EAL.SUBSTATE TO CODE DATE OF,INSTALLATION:, ? CERTIFY THAT THE RESIDENCE REFERENCEDrABOVE WAS INSULATED AS PER SIGNED PROPOSAL,BY BUILDER/HOME-OWNER,AND THE INSTALLATION WAS CONDUCTED IN'CONFORMANCETO APPLICABLE CODES AND STANDARDS AND REGULATIONS.' -RE I-A BERT I.& AUTHORIZED SIGNATURE NEW � HOME ENERGY SOLUTION INSPECTION. FORM � L t5-Y PSS S JUN - 5 2019 DATE 12 l- �. .�._ .._.-- •;•-: _;_-. _'•. ENERGY STAR APPLIANCES TO'�VN OF BUILDER men n M 6 s S` ❑ Refrigerator ° : Kwh C.V. Address 1 56S D—em Svc �" ❑ Dishwasher ❑ CW ❑ Oven PPM ICVa�� f�v� Q,n IJ Bath Fan CFM ERV �a+it CFM S P✓ S"t) Lot# Model ❑ Boiler AFUE PPM Orientation ❑.Furnace AFUE PPM Foundation: ❑ Slab ❑ Crawl YFull ❑ DHW ❑ Indirect. PPM Draft Fuel Type: ❑ Gas ❑ Oil ❑ Propane A/C Tons' SEER 2 #Systems Window U SHGC GSHP Tons BTU x"C I bo Zy G TESTS: CAZ TESTING: Blower Door 12C)':�CFM Base Test Draft @ Flue Ducts 1 st FL�2nd FL CFM Fan Simulated CFM Missing Gas Leak ❑ Y ❑ N Where Venting Type N S M Comments: s Va ist' S4,F+- t 5 3 `7 HES Representative Date Site Representative Date Note:The inspection resulttstatus represent the result of the inspection process only and does not reflect the final certification status. 1 1 • • • COMMENTS FOUNDATION(IST) FOUNDATION (21 _► AIMr Mum _ , i 9- G! [Mal ROUGH FRAMING& PLUMBING C� ' i"-JL'� a _� =moi ► __. II�►�/'.�._• ;, INSULATION 1 1' e i STATE ENERGY CODE toe W, I ffmlymnw. I ow �I ADDITIONAL COMMENTS �� . . I 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) 765-9502LkA61 � Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S D.E C. Trustees C.O. Application Examined 20 U D V Flood Permit D Single&Separate Storm-Water Assessment Form OCT 2 0 2017 Contact: Approved 20 Mail Disapproved a/c 11$>�mD��°a DEP'I'. p41110c- 119 OF 5O'." Phone: J — Expiration 20 spector APPLICATION FOR BUILDING PERMIT 11 Date , 20a 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. ig azure f pli ant,or name,if a corporation) (Mailing address of app cant) State whether applicant is owner, lessee gei t architec engineer, general contractor, electrician, plumber or builder 7� Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License'No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on w ich proposed work will be done: aK House Number Street Hamlet County Tax Map No. 1000 Section eo. ,3 Block' Lot �, / 1 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 ------ b. Intended use and occupancy O 3. Nature of work(check which applicable): New Building /� Addition Alteration Repair Removal Demolition Other Work (Description) ! 4. Estimated Cost _ 'Fee (To be,paid on filing this application) 5. If dwelling, number of dwelling units -��' ,Number of dwelling'units on-each floors If garage, number of cars 6'. If business, commercial or mixed occupancy, specify_nature-and extent of each type of use. Wj i 7. Dimensions of existing structures, if any: Front Rear D pth Height Number of Stories 2 �� Dimensions of same structure with alterations itions: Front Rear Depth Height Number of Stories 1 lJ I (� //-- I I P 8. Dimensions of entire new construction: Front 4 Rear v ' Depth t�19 0 Height Number of Stories 9. Size of lot: Front mzo Rear �� Depth 10. Date of Purchase 0 15 v Name of Former Owner 11. Zone or use district in which premises are situated — ro 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises/ Addressk gSa one No-5/6 6 -M Name of Architect Addres Phone No - Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or.a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REgUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_,k!,"-NO * 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—j,-"- IF Oi/IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: _ COL1dTY OF-- ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Aqczit (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day o20 /7 / DENISE A. NAVARRA d" / NOTARY PUBLIC-STATE OF NE Notary Public No. 01111A6191295 i r pplicant Buattfied-in Suffolk County My Commission Explresc:5__147-J_ZC) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region I SUNY 0 Stony Brook.50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F;(631)444-0360 www.dec.ny,gov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Deborah Moss 153 Brewster Road 'November 18, 2016 Massapequa, NY 11758 Re: Application-/#1-4738-04461/00002 1.585 Demerett.Road, SCTM 1000=43-2-7.1 , Dear Ms. Moss: Based on the information-you submitted, the Department of Environmental Conservation has determined that the property landward of thetop of bluff as shown on the survey prepared by Robert Brown dated 11/2/2016 is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the cu'rront Tidal Wetlands Land Use Regulations (6NYO kR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated-above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless-site conditions change. Please note that-this letter-does not relieve you of the responsibilityof obtaining any necessary,permits or approvals from other agencies or local,municipalities. Sincerely, I arkCarrara a/rara_ra� Permit Administrator cc: Robert Brown, Architect BOH-TW File Mi W RK Do pa rtiment of El Conservation Scott A. Russell ��° '� 5TFO]RMWA FIEIR. SUPERVISOR ' ( � � z M[A\�A\G]EM[]E1�T SOUTHOLD TOWN HALL-P.O.Box 1179 u 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold O� OCT 23 2317 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY! I( ❑ TAk Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. EU/B. Excavation or filling involving more than 200 cubic yards of material I within any parcel or any contiguous area. ❑ Site preparation on slopes which exceed 10 feet vertical rise to i! 100 feet of horizontal distance. ❑ Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Er-E-. Site preparation within the one-hundred-year floodplain as depicted 1, on FIRM Map of any watercourse. E 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 1. —T_ in-kind replacement of impervious surfaces. f 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. �C 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 wltFyour Building Permit Application. APPLICANT. (Property Owner,Design Professional.Agent,Contractor,Other) S'C•T.M. 1000 Date• Dwnct �. 1 a NA�9E. ( Section Block Lot FOR BUILDING DEPARTMENT USE ONLY*`*` Contact Information rr kpfnne I j Reviewed By: WAI 1.— — — — — — — — — — — — — , I Date: ' Property Address/Location of Construction Work: ; — — — — — — — — — — — — — — — — — Approved for processing Building Permit. �� JrJ� �� - ❑ —tormwatel Management Control Plan Not Regwred. ; .1w - Stormwater Management Control Plan is Required. (Forward to Engineering Department for Revie«J FORM " SMCP-TOS MAY 2014 APPLICANT S.C.T.M." 1000 s CHAPTER 236 (Property Owner.Design Professional.Agent,ODntractor,Other) dD k �3 2� 17, Stormwater Management Control Plan CHECK LIST NAME Stettin Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 1.v P". q Date: ol � The applicant must provide a Complete Explanation and/or Reason for not providing /7 dA l all Information that has been Required by the following Checklist! urc � I. A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations,Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. 0� c. Existing -Natural &Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(21 EROSION &SEDIMENT CONTR d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Shall includebut no be limited e. Limits of Clearing &Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 2 Intervals) 0(� g. Location of all existing & proposed structures, roads, Seeding of exposed and/of inactiv�e siqilq OLD driveways,sidewalks, drainage improvements& utilities. h Spot Grades& Finish Floor Elevations for all existing & O� proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 1. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). DRAINAGE INSPECTIONS ARE 1. Location of proposed concrete washout area(s). Contact TOS Engineering _ m. Location of all proposed erosion&sediment control measures. 00 Backfill OR Pr 2. Stormwater Management Control Plan must include Calculations showing that the drAinage has been installed that the stormwater improvements are sized to capture,store,and infiltrate O e. 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. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 s d. Leaching Structures (e. .infiltration basins,swales,etc.) _ **** FOR ENGiNEERI PAR USE ONLY Additional Information is Required. I "! Reviewed & � El Stormwater Management Control Plan is Not Complete. ® i — — — — — — — — — — — — — — — — — — — — A�provedBy: - - - Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. _ _ Date: FORM SWCP Check List -TOS MAY 2014 SQu' BUILDING DEPARTMENT-Electrical .� TOWN OF SOUTHOLD 1U D Town Hall Annex- 54375 Main Road�l Box 1179 Southold, New York 11971-0959 MAR 1 9 2018 Telephone (631) 765-1802 - FAX(631) 765-9502 roger.richertO-town.southold.nv.usTj, ;, .'11 1 � TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: _ 90Si IA?-6n Date: Company Name: T - C C 46- Name: AN sSo License No.: 4-55769 — MG email: fre%mfr; ;�c „� Address: Po xqx 5¢33 Poi -77e, Phone No.: 6 3 �3q '3 iD JOB SITE INFORMATION: (All Information Required) r- Name: Mb S Address: t5g6oAt-ST- Cross Street: 5c v uP hv! Phone No.: S)l 32Z 70 BIdg.Permit#: 422-0) email: 5f4r,,550 Fos5bms csasJ�-t�, cn,, Tax Map District: 1000 Section: Block: . Lot: -7, BRIEF DESCRIPTION OF WORK(Please Print Clearly) �50o SF gc"J GbvST�GTI�,tir NEw uND�32C,ZautiD S��.Ui� Circle All That Apply: Is job ready for inspection?: YES NO Rou hIn Final Do you need a Temp Certificate?: YES/(P Issued On Temp Information: (All information required) DlPh Service Size . 3 Ph Size: ©v A #Meters Old Meter# t1#Undetrgro!und - Fire Reconnect-.Flood Reconnect-Service Reconnected Underground Overhead Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION W W 82-Request for Inspection Formals ( ✓�' I ROBERT I. BROWN, ARCHITECT P.0 205 Bay Avenue Greenport,NY 11944 631-477-9752 (fax)631-477-0973 info@ribrownarchitect.com Transmittal - Date: To: l WL Thank you, Robert I Brown Architect PC Kenneth Stenger n at i o n a l g r i d Senior Supervisor Customer Fulfillment Department November 13, 2017 Deborah Moss 153 Brewster Road Massapequa, NY 11758 E-mail: DZM43 _AOL.COM ;GREGROSSO-ROSSBROSCONSTRUCTION COM National Grid WO#T102019808 Service Address: 1585 Demarest Road Orient, NY 11957 To Whom it May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. Thisphone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to-call is either the nationally sponsored"811", or the local number for NYC 1 LI area, 1-800-272-4480.This confirmation fetter of no active gas service line to the subject property does not relieve the excavator of making this "811"call. If you have any further questions, kindly contact me at 631-348-6150. Respectfully, Kenneth Stenger Senior Supervisor Customer Fulfillment Gas NY 1650 Islip Ave,Brentwood,NY 11795 T:631-348-6150 F.516-545-2333 kenneth.stenger@nabonalgrid.com www,naUonalgdd.com PSEG Long Island Building & Renovation Services Li Park Drive \Icl�file.NY 11717 PS E" fhn�k"-work/4'.Jam November 30, 2017 Ms. Karen Szczotka D 1EC[E0'VR 205 Bay Avenue D Greenport, New York 11944 DEC - 1 2017 Re: Electric Demolition Request BUILDING DEPT. 1585 DEMAREST ROAD, ORIENT, NEW YORK TOWN OF SOUTTHOLD Customer Project# 9-61447 Dear Ms. Szczotka: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building & Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carolyn Mackin Manager Building & Renovation Services PSEG-LI/am F.EL44.2' _ mom r EL 40.0' :3 i \ r PROVIDE Ba Bd COMMON ".111 AILIN EACH CN Or I•U4'■ 1 5 �� 20 GAC 91WP®BOOP O WAIL WAl1 1O WAl5)A>, i ~ `-• w/ WALL C rOUNDATION CONNCCDONS(fABlt 3 3B) I POR 120 MPN rA57CST WIND BPC®• ne Inch -- -MOOR • UPLIFT CONNECTION5 CONNECTIONS DETAIL FEB. 6, 2017 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY Of THE ARCHrrECr. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED 18'-0"MAX, C.to C. __--- U. LL. Robert I. Brown Architect, P.C. x U. j r� . s"14MN 20 Bax Ave. Greenport NY Ino@ribrownarchitect.com 631-477-9752 yob " PERSPECTIVE VIEW IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A 36" MINIMUM Z X Z - LICENSED ARCHITECT,TO ALTER ANY ITEM ON FENCE POST THIS DRAWING IN ANY WAY-ANY AUrHOR1ZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW WOVEN WIRE FENCE (6 x 6 - 10110 WWF) z FILTER CLOTH �v.p ARCy��, StoaE P�1.Brod RADF EMBED FILTER CLOTH MIN. 6" INTO GROUND Z 4" to NOTE: MAXIMUM DRAINAGE AREA EROSION &SEDIMENT CONTROLS 112 ACRE / 100 LINEAR FEET o. A w ll mai tamed ConstructiontEntr Ce,CLIENT/OWNER SECTION DETAIL Wweigacked S11t Fencing, stabilizatio & Seeding of exposed and/or inactive s ils.FRED AND DEBORAH SILT FENCE DETAILS moss SCALE:N= DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before PROJECTTITLE Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. NEW RESIDENCE CLIMATIC AND GEOGRAPHIC CRITERIA 1585 DEMAREST ROAD GROUND SNOW LOAD 20 P5F (PER FIG. F301 .2 (5) RCNY52015) ORIENT NY WIND SPEED 130 MPH (PER FIG. 8301.2 (4) RCNY52015) (PER 5ECT. 8301 .2(2) RCNY52015) SEI5MIC DESIGN CATAGORY B I°F (PER TABLE N 1 101.2) WINTER DE51GN TEMP X (PER FEMA MAP) FLOOD ZONE 36" FR05T LINE DEPTH DRAWING TITLE WEATt1ERING PROBABILffY SEVERE (PER FIG. 8301 .2(3)RCM^52015) SIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS- SITE PLAN DROOMS OTHER THAN SLEEPING 40 F51 (pEpTAI3LE 301.5 PCNY52015) 30 PSI (PERTABLE 301.5 RCNY52015) 5LEEPING ROOMS 0PER TABLE 301 .5 RCNY52015) ATTICS WITH LIMITED STORAGE 10 PP51 ATTIC5 WITHOUT STORAGE 40 P51 (PER TABLE 301.5 RCNY52015) SCALE STAIRS i' = 20' Sept- 30, 2017 APPROVAL OF STORMWATER MANAGEMENT DRAWING NO. CONTROL PLAN -To ode C 6 Date: It-z- 17 Approved by: 'yT � tiicy -0 6.5 S� 4.0 q ti 3� 79 3 43.7 5.7 T Sq OF OF e ` 4.0 5.7 / 41.7 \ � p 4S�, 41.3 6 40 F� �� F- 8 o REVETMENT 414 c 0 2- xI '�iqA AgST o,- Cr A/0 FyQ�q �'�,�40. 1 20 \ z N0 O p 22 ® \ /� z I Ess"q1�10 38.8 3 0 rrl rr x40.8 83 4 \ � 40.7 �8 r.0 = I o \ CD D 40- 1 I 41.3 x Qo 0 OD D I \ uNi(f) x40.6 � I _ 42.3 d CONSTRUCTION 6. x - - - �j ,rr► x41• DEBRIS BARRIER I c, � I ~x41.5 � N z I P LEACH G 41.8 / / 43.3 moi n II `TJ on \FreC x42.9 I c� o M U! XP NSI P TK/ \ t3:1 ti N Fn�zANO C-) o ST LE / - PPROX. OCATION m n CA 10 43' T---JI-T NG SEPTIC SYSTEM �' NOTE: APPDXIMATE _ ANDONED IN ZON 3 '- --- r - �4 LOCATION OF NEW - -- -- `/ /- ---- ---- - - -- - 42.3 BURIED 5O0GAL / / / / / x / / / , // / ' 1 I AGE ZO 4 x LP-GAS TANK. _ _ '��/�j / / 150 F MIN. ', i ' / / � ' ' I cn Tj ROM WELL N � /�Ei�EVA IOtI'44-2' / /O,RAINAGe ZC N�j � D PAI G z 14' - �'//\ \ \ \ = (. LOCAT ION (�{� Fri ZO , , / \ \\\ .\ `DRAI I ,n 1S BASED ON SURVEY �'- --__= /� _- GE ZON 2 m = 1 EW WATER SERVI Q\ LINE NEW WELL LINE c / SETBACK I \ TE: PROPOSED ' \ 'ROXIMATE SEPTIC SYSTEM \ CONCRETE :ATION FOR 1000-13-2-7.9 I WASHOUT AREA \ N PER INFORMATinki FROM w °o - N\ I = w \ NEW GRAVEL,',---" I \ w U)I DRIVEWAY 0 0 m i APgOX. L T)ON Z- \' Backfill acing Locking C. V Pool 11LtheCleahx To Gatle So Send Sepla,Tank allon Main Beiltling FFEL 442' 40 SOA ed�� n �� qeV U EEL 394' IE EL 400' LM Ij.1 r 1`? 89'�gl 4'S R35PVC ��ce. /� ' y Wasl Lane -1� Pilch Y Inch VA�+S)• Y C Baffle-/ PerF f ® • �govW �O ��"� N 4'SDR3SPVC We we Line 6+L �� ,��q_ 71e. ®��+, \z./�1r Q �ee(X WATER ENCLOUNTERED AT 9V BELOW GRADE ach-lB Inch per Foot SCALE NTS 8 6 �g�©�j�i� 9 20 SAF ��c�eG6`��r� SEPTIC SYSTEM DIAGRAM L NT � i avj evi TEST HOLE DATED 4/14/201 G keV 6' DARK BROWN LOAM OL �8 6 5Sq p/F 0 s 20 B y BROWN 51LTY 5ANO 5M �� Fq 79 2 O O ' �� Tt� 5® Rp I GREY SILT ML la CCOPjAC� t 34 Vp 1t+1 p1 5 7 `prrY] ��t"y�1 j BROWN SILTY SAND j ` '^"{y'"t',�m.r+^ >m"""..+� WITH GRAVEL SM 43 7 2301 .-. E pF 9 �y,,,,�„a.,,A.,., 4 0 BROWN AND PALE BROWN — 51LTY 5AND 5M 57 � 3G a \ PALE BROWN FINE SAND 5M ) \ 400, 41 7 / ) WATER IN PALE BROWN FINE SAND 5 / / 1 Cq<F�ogpps / 41 3 8 VETMENT FR O 1 Z 1¢ . WATER ENCOUNTERED d CO OS/ �� 16 N \ BELOW 5URFACE \/ ✓/ 0 18 x gpASTgNy 19� ?0 P \ 1 yoT< �, qZ 40 1 24 0_ \ BASED ON SURVEY BY Il � pJ meq_ �F A�. 26 NATHAN TAFT CORWIN III () Jl1 FE,+E.I; CCU'11C'f zi7°vF� ION FO � � LAND SURVEYOR �n �'°� TR 38 g 32 DATED �Rh.1•i ��A PRO VS �7)O NL� 36 � 15 AUGUST, 2015 Z� REr NCE 5CTM 1000-13-02-7 10 I x40 8 Sp4ZLE FA L , 40 7 3B \ y 433 x \ R-80,EXISTING NONCONFORMING r OCT 6Z0, l�©• 1 AREA 49,959 SF I�T� m r�M �...r- x / 1 3G ACRES 0 -'0 Try N 1 _ \ ALLOWED COVERAGE 20 0% �Dc ��•L� sc� "O „OOit3 40 6 \ EXISTING COVERAGE 5 0% �� j:O Z ( ��Iil°Nl rP+t ®F �y x \ PROPOSED COVERAGE \ QY �'t"�O�hu (� ur-A,V's FRI ��'I{ pfa,TL 42 3 2,729 SF=5.5% 6 0�ccil SETBACKS �. CONSTRUCTION / 1 \FRONT YARD 50 FT b Q1 ) 41 DEBRIS BARRIER SIDE YARD 20 FT MINIMUM(ONE S(DE) 40 IT c-1 �)x 1 _ _ 1 EAR YARD O MINIMUM TOTAL C' ) 'tom I C/1 r j• �1� x41 5 -� - -- — 438a / _ - 3 3 --- – IAPPROX LUC`ATION LEACHI G P '; _ / \ 429 10F EXISTING In , 15ANITARY SYSTEM TBNK/ C \ BASED ON SURVEY sv m 41 ) XP NSI P t 1 X \\\(\ C O �\ BY OTHERS / c o� (� I / PPROX ,+LOCATION j pq`� Lo (ST(ST H L / _ ' / �XL�STT�NG SEPTIC SYSTEM _ -'`n O CA�i10�1 43 / \TO B ANDONED �_x42 3 ) N ,; OTE APPDXIMATE -%- ' / r �oBa E zo + 1 x - I APPROX LOCATIOI`%/ OCATION OF NEW / �1 1 nh > r OF HOUSE BA5EVON SURVEY URIED 500GAL 1 _ --- _ �)'_-5" I / BY OTHERS P-GA5 TANK MIN �,- ;r Tp N c z EFm F R ELEvv�10 _4/4,2 50'FROM WELL 1� / DRaNACE z E+2 �! \ y \` -- - o o s g� ob1N \ (—RAI E 20N 2 �R NnC�ZO �1 \I �� f, 000-13-2-7 7 APPROX LOCATION N- El �\ ent ae4a� X54 OF HOUS BASED ON SURVEY F^ ING WATER SERVICE BY OTHE / 5 [-1 EW WATER SERVI �1t�/ , / LINE FROM EXISTING WELL AT f QM NEW WELL pb�' apGe iV{,j�jv ' BOTTOM OF RIGHT OF WAY Lill D INAGE CALCULATIONS \ ZO E I GG8 0 5F x 0 17= 1 13 G CF REQD l \ / SETBAC p-ir' \\ 1 / �� PR VIDE(1)8'DIA x 3'G"D DRYWELL= 147 8 CF VO Z NE 2 759 0 51'x 0 17 = 129 0 CF REQD 'N TE PROPOSED ` ( / ` N/ PROVIDE(1)8'DIA x 3'G"D DRYWELL= 147 8 CF LJ _5---- CONCRETE I w \ WASHOUT AREA I` 1 / \ "(7J SONE 3 55G 0 5F x 0 17=99 G CF REQD \ APPROXIMATE SEPTIC SYSTEM I o ' ` ` /X'\ \ //PROVIDE(1)8'DIA x 3'G"D DRYWELL= 147 8 CF \ LOCATION FOR 1000-13-2-7 9 ¢ m NEW GRAVEL--" \ J ZONE 4 5G2 0 SF x 0 17=95 5 CF READ \,A5 PER INFORMATION FROM DRIVEWAY w / / D PROVIDE(1)8'DIA x 3'G"D DRYWELL= 147 8 CF OWN m I j O ml APPIPDX 1_*4 ON �EX LNG WE FOP PE O OFIL STOCKPILE AREA / \ m \ / O.BE J� \ I P ➢ i BA DO N W WELL T E 1000-13-2-7 9 I, — — — — — — q 0.0 0°LA L A N �fi, ` pF PpvEM��j N/01 LEZARI _ _--'"/SCALE: I " =30 ^ ' I� 2� E FOP FE .2�'20 P -- �; goo, \ S - RAIZ _- - ®\ NIOIF CORP \ \ @T ISAVICLAT@ONOFTHE t�aED,aRc T P� REALTY _- �—,, Rob\ert 1. BrOWTI-M fOR�. FOR PERSON, UNLESS ACTING UNDER THE Architect, P.C. WRFC-TION OF LICEMSED E IDENCE � C ��c� �,�� t - 1 20 Bay Ave. Greenport NY j�►1�0M 6 F99S DIR,AV ING 4 1585 DEMAREST ROAD info@rib ownarchitect.com � �'�� '`ANY A THORIZE� f ORNT, NY Al-TE-11P.-MON MUST BE /`'� q \�34A QQ� "~ APPROXIMATE WELL LOCATION 1 1 631-477-91752 NOTED,ED, SE�'--LEE),AND NE�� FOR 1000-1.3-2-7 9 AS PER scale: 1 \= 30 � -C ��'� D p�,� ��O�Dgg�� G WELL SURVEY REV DEC G, 1994ranua O 201] R�*v. August 31 2017 Rev. Sept. 28 201'7 girt T E�T'IE LARV " -AND INFORMATION FROM JJ 3 > > > t REScheck Software Version 4.6,3 Compliance Certificate Project New Construction Energy Code: 2015 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,760 ft2 Glazing Area 21% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1585 Demarest Road Fred and Deborah Moss Robert I. Brown Orient, NY 11957 205 Bay Ave Greenport, NY 11952 631-477-9752 info@ribrownarchitect.com Compliance: 17.1%Better Than Code Maximum UA: 480 Your UA: 398 Maximum SHGC: 0.40 Your SHGC: 0.26 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Wall 1: Wood Frame, 16"o.c. 1,755 28.0 0.0 0.050 66 Window 1: Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.26 Window 2:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.26 Window 3:Wood Frame:Double Pane with Low-E 13 0.300 4 SHGC: 0.26 Window 4: Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.26 Window 5: Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.26 Window 6:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC; 0.26 Window 7: Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC; 0.26 Window 8: Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.26 Window 9:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.26 Window 10:Wood Frame:Double Pane with Low-E 19 0.300 6 SHGC: 0.26 Window 11:Wood Frame:Double Pane with Low-E 10 0:300 3 SHGC: 0.26 Project Title: New Construction Report date: 10/26/17 Data filename: C:\Users\Ryan\Documents\REScheck\moss.rck Page 1 of 11 Gross Area Assembly cavity U-Fa or UA or Door 1: Solid 24 0.500 12 Door 2: Glass 24 0.300 7 SHGC: 0.26 Door 3: Glass 24 0.300 7 SHGC: 0.26 Door 4: Glass 49 0.300 15 SHGC: 0.26 Door 5: Glass 49 0.300 15 SHGC: 0.26 Door 6: Glass 49 0.300 15 SHGC: 0.26 Door 7: Glass 49 0.300 15 SHGC: 0.26 Door 8: Solid 20 0.500 10 Wall 2: Wood Frame, 16"o.c. 1,141 28.0 0.0 0.050 46 Window 12:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.26 Window 13: Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.26 Window 14:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.26 Window 15:Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.26 Window 16: Wood Frame:Double Pane with Low-E 14 0.300 4 SHGC: 0.26 Window 17:Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.26 Window 18: Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.26 Window 19: Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.26 Window 20:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.26 Window 21:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.26 Window 22:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.26 Window 23:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.26 Window 24:Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.26 Window 25: Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.26 Window 26: Wood Frame:Double Pane with Low-E 16 0.300 5 SHGC: 0.26 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 1,537 35.0 0.0 0.028 43 Ceiling 1: Cathedral Ceiling 1,214 50.0 0.0 0.021 25 Ceiling 2: Flat Ceiling or Scissor Truss 323 50.0 0.0 0.026 8 Project Title: New Construction Report date: 10/26/17 Data filename: C:\Users\Ryan\Documents\REScheck\moss.rck Page 2 of 11 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in RES ck Version 4 6.3 and to comply w' h the mandatory re u'rem nts isted in the REScheck Inspection Checklist. I Na "e-Title Si P� 1.a?0 �`� Datue�� S'TX 1634A �pQ� F OF NE`N Project Title: New Construction Report date: 10/26/17 Data filename: C:\Users\Ryan\Documents\REScheck\moss.rck Page 3 of 11 0 REScheck Software Version 4®6.3 Inspection IIsi IM Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section,. r Pians Veri#ied Held"Verified Pre-inspectiibn/PIan.Review,, Complies? - Comments/Assumptions Se lte'q:lU Vbil e` . ' Value 103.1, Construction drawings and ❑Complies Requirement will be met. :.[ 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the building envelope.Thermal []Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and []Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 30211 Heating and cooling equipment is Heating- Heating: ❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]z on loads calculated per ACCA Cooling: Cooling: ❑Not Observable j Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2, Medium Impact(Tier 2) --F3—[Low Impact(Tier 3) Project Title: New Construction Report date: 10/26/17 Data filename: C:\Users\Ryan\Documents\REScheck\moss.rck Page 4 of 11 < `1',.;,_L,,.--.— . ..Layf..,.y �'�a7 i;J'; •!`.7:1;'^r?rk':!`4mi.. 2t'..a ... ,SectlOni� }'" •>� '4`.«i}t�sa<F "'t,z�r _ ..lre,i _ F"'. `,;E;w'ppr ;✓`}.; ..�T.•"� #' Founeiat[®n;`ins?ecx�an . ' Ca lies''" ;a.'t'= Coniiiinents/AssS"um tiions i�•..Ni ..z,. ,ir>• '.S;.r;.x ,•4' %'r.;ro.. 4.`is a`. „r.Yfi?,`` ...`l>,.;, b,'L', i4„�';a 303:2.1;; ` A protective covering is installed to ❑Complies Reouirement will be met. [FOTh]Y' protect exposed exterior insulation LEIDoes Not and extends a minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403:9;... .x`Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. installed. ([]Does Not .h []Not Observable I❑Not Applicable I I Additional Comments/Assumptions: 11 High Impact(Tier 1) 11,2,1 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title; New Construction Report date; 10/26/17 Data filename: C:\Users\Ryan\Documents\REScheck\moss.rck Page 5 of11 #•, y Dramin :'rd_c ' 1a9�lcuefifisgitivl�-,-' .. ;3 :e1`S`Vsi?a1.lrearet'f�e,Se'etl6n. irs' d' sC..®mments//ssumptionsg/RP iq , rnspecton poes, eq.1�,'�i;�.<3•' 402,1.1, Door U-factor. U- U ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values [FR1]1 ❑Not Observable U _ _ ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- v U- v ❑Complies See the Envelope Assemblies 402.3,1, average). ❑Does Not table for values. 402.3.3, ❑ 402.3.6, Not Observable 402.5 ❑Not Applicable [FR2]1 [R41 303.1.3 are de termined intaccordan eproducts ^s;,<;=; µM{ Y ❑Complies Requirement will be met. 1 ❑Does Not �} with the NFRC test procedure or ;",r - i>�xrqYyS� •�r }`��i'u _`„ \J t, h ti:i`3 ?'s�5,*. Yr ,xt•i't"-YS i. taken from the default table. ;,` = ;i$ s3 >Y `; k $"?« [:]Not Observable r :� r ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier " :'R.t gig"`;x; `i'!°' s`1 ` ' ' ":,tl : °..,,M.; :;;. ❑Complies Requirement will be met, (FR23]1 installed per manufacturer's , ' `:' ,'y^4. ;''• a? ❑Does Not tKr'.-.{`t... Instructions. l h;'r F '3 ui Ny4�, _,,;7,t,6oJa,•';<*,w,µM�::, 'iElNot Observable ❑Not Applicable 'r 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable limits. 402,4:5 '' IC-rated recessed lighting fixtures' ❑Complies Requirement will be met. [FR16]? sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa, Y ❑Not Observable ' []Not Applicable 403.2.1 Supply and return ducts in attics „_- ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ [:]Not Observable R-6 where< 3 inches.Supply and " return ducts in other portions of []Not Applicable the building insulated >= R-6 for ," , diameter>= 3 inches and R-4,2 " for< 3 inches in diameter. 403:3.3:5 Building cavities are not used as []Complies Requirement will be met. 015]3 ducts or plenums. ❑Does Not • „❑Not Observable ❑Not Applicable 403,4.- HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [Fft17]z above 105 QF or chilled fluids ❑Does Not below 55 °F are insulated to >_R- 3 ❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC r'° ❑Complies Requirement will be met. [FR2411 piping. <❑Does Not C� []Not Observable ❑Not Applicable 403:5.3, Hot water pipes are insulated to R- R- ❑Complies Requirement will be met. [FR18]2 >R-3. ❑Does Not Via) ❑Not Observable ❑Not Applicable 403:6• Automatic or gravity dampers are =... '' ❑Complies Requirement will be met. [FR1'9]z, installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 11 Low Impact(Tier 3) Project Title: New Construction Report date: 10/26/17 Data filename: C:\Users\Ryan\Documents\REScheck\moss.rck Page 6 of 11 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: New Construction Report date: 10/26/17 Data filename: C:\Users\Ryan\Documents\REScheck\moss.rck Page 7 ofll li Peal Re#q:ID ta4' :Insu@anon;l n s`p ection�i`"< u :x`,;;n a+ F'':.Yi'.,e'S,ladbia%=x�slereified.'C,,:- Paris Verifed r N i.r;C.ltoa'rm' piies?Val '' •C;i,a"m-'r` 'e' ra'ts/Assumji, ti"Ons" 303;1'' All installed insulation is labeled #,,:;°>g=: ^; ;'s ' + ' r' }}}y' `° `''`' 7'-`° ` y�'f�.• ;,.. r~�:;r_fl,a�; ,..-�;[]Complies Requirement will be met. IN13 or the installed R values . „,1 k '`5` '`” ��. ''�.�,� � � '� a" •F� Does Not provided. . p tT?. Not Observable #:,,i; j;v.S. j ^."a.,.5v;, ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Cornplies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable l0 ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2,7 manufacturer's instructions and Doe Not ❑ s [IN2]1 in substantial contact with the r a„ S' u ` • r a ° °`("" ".^ ' underside of the subfloor, or floor `is 4,- r1`` �M= "❑Not Observable ,x ,mak:'' ',a;.3, :-c.s;a`,.. �a{'Gi.u`"...:..,` framing cavity insulation is in tit??at?y dsg try3T = ❑Not Applicable contact with the top side of xz' `t. ,:a z 'Jr;ar;$Va; 'fl;• '•jet ',' ' sheathing, or continuous F:^, :u.; ';.; .,,;k.k aa)::„•', ; ^';'•uy,,.r ,a, insulation is installed on the underside of floor framing and extends from the bottom to the x=' ' 't�=.{,r•�€=+ .�'-}'°:-"�°`�i•- a"::�"�� top of all perimeter floor framing members. ''{- 402.1,1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402,2,5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood QDoes Not table for values, 402.2.6 wall insulation on the wallEJMass p Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). E] Steel ❑ Steel QNot Applicable 303.2 Wall insulation is installed per b ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not []Not Observable []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1 2, Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: New Construction Report date: 10/26/17 Data filename: C:\Users\Ryan\Documents\REScheck\moss.rck Page 8 of 11 .Section Ptans'lterifieid= "Field-llerifietl T Fireai inspectioi►`Provisioris.A`. Compiles? Comments/Assumptions 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, Wood ❑ Wood ❑Does Not table for values. 402.2.2, �] Steel E] Steel ❑Not Observable 402.2.6 [Fill' ❑Not Applicable ❑Clies om Re uirement will be met. 303.1.1.1, Ceiling insulation installed per p' q 303.2 manufacturer's instructions. . ❑Does Not [FI211 Blown insulation marked every . = 300 ft2. ^.' • ,. ❑Not Observable ❑Not Applicable 402:2:3 Vented attics with air permeable ' ' `e LLV' omplies Requirement will be met. �sd [FI2212insulation include baffle adjacent ' ❑Does Not to soffit and eave vents that extends over insulation. -]Not Observable :µ°. •❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI311 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI1711 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403,2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [FI411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [FI2711 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test;Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g, across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w=g,across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ❑Complies Requirement will be met. [FI2411 by manufacturer at<=2%of ?- ❑Does Not design air flow. ❑Not Observable ❑Not Applicable '403,1.1` Programmable thermostats ❑Complies Requirement will be met. [F,19]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to []Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies Requirement will be met. [FI1012 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies Requirement will be met. [1711112 systems have automatic or ❑Does Not accessible manual controls. []Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,3 Low Impact(Tier: 3) Project Title: New Construction - Report date: 10/26/17 Data filename: C:\Users\Ryan\Documents\REScheck\moss.rck Page 9 of 11 .J.�.1` ;Jr•:, .fir. �';..o3dS.x; zi+i;•:'xgr.�yy' i�?':s -:- 5 rr.•C"�'A i',:'ti' tv:3':,kG,t .•ii. -•,t:" r'.:a� _ �.r,-:. i:PrJ�C�io ..t.i3ny.+3:''' .,''�i,,r-,t';.+ .,,Y-i",t4 .•fSAa`t .,�f. ,•,'hyt>„,7 �., s..�...r� ,rt.: �.t', '"`d,"�"��irY t, ...—.—,-_., t•{;i.,- t... ?;:.t?Eah,v- �o]`,aecf:: ,r}FE�� ,lS�rifre�t§.,,:%�� ;=�;'�,:,''-` �•':' >��;. �;y,' r•,. " ' # `0166`1,inspection,P'royist0ns' :�.°t' .., :v, '''�.,'.s;•r[:, ComuComments/Assure`tions' =,t�{ � �1�'wa)iNF�;�t (.,, .: .,ir.. - v :}•' .�!`��C�/y.ii2t'- .,s1:s." 'i -H.ii a.,. ;r,„� 'u.*'Y+tEx;. r.n qy�:�d:' t;s'j, "�c•.p.;rt: r:sr1 -�' ,) - _ F 's E” ,-. -.., .s,+.,... .Y .,:.'--r•w':: ,;,3.,. § ^.r:;;h id7`,J,°x�.;SiYLiA^�K,,.xiJ:.' 7!'^ „,>}{z,r 't 403:6:1'" All mechanical ventilation system )" ,E ;;-)r, tl'a • JPx�! f"k.'''';,', s'"' rpl„ q: w:,r ;.; .l❑ om lies Requirement will be met. fans not art of tested and listed "� 'i:i'* s'` ,,;� ,x ";`' '� „k. °' P `� •,�,z��,t� ” .kZ +�•�.;� J•`f� ❑DOeS Not ,, '•r.; HVAC equipment meet efficacy €_,�`^ _ r ;;• 'q: ?'' G �. 4 ❑IVotCbservable and airflow limits, ❑Not Applicable •,'7�:�+*. .rli`,�i�r"�... �� -�ta?,.i•?ia��,�,;.�;A , 4:sPP 403 2i,;,-4�, Hot water boilers supplying heat j,;?" ;w ;t "'`:_ ? ;1` ;{s Ar{' ❑ P qCom lies Re uirement will be met. r �1 -'tai r� �[F126F: a;y through one-or two-pipe heating };L��4$x �;('(Nixt; 'i e tits.{ ❑ r.. ,. z lr.. f•°``. ,�' Does Not systems have outdoor setback ; , ; , u'• '''',z' control to lower boiler water Pik' ,;�*��pr��4�� °��a r3P��a" � ❑Not Observable =J,temperature based on outdoor � ❑�Iot Applicable ^�twi Y N } .{n. iR�yY;a).'}:tj.q��y'. s^�.p�a±t�.t_y;j temperature. a 't >,s1A.q?' ,r, t .s.A;iR^,;t;'etfr'tc#..;, K,'a 4'03.5;:1,1"'. Heated water circulation systems ',stt rt;; ;;: , ': !S;uacYrr'°,') '{�<�^"; N ❑Complies Requirement will be met, di:.,tx;Ga�'w5;:;q;'�r74;ti;, �'x �id`,tfr34rt3�,z �il�'.�<'f"'':•'t [FI28]?=-' have a circulation um The r'° ^ c ,' � ?'" z�k?.t^:, . �a '❑ pump. ;]c r :1j "_:. 4� Does Not system return pipe is a dedicated ] F `;h'❑Not Observable return pipe or a cold water supply M, n-?.r•�• f ,;$ z ❑Not Applicable pipe. Gravity and thermos- syphon hermos-s hon circulations sterns are not present.Controls for r ,y t;.'Y:.. •„ Y circulatinghot waters stem rY.rBV�;,,d,Y.' � ...:< pumps start the pump with signal �t :'r'ers? c4'a •i. i. , ``• ^°-_ ^r :rM1for hot water demand within the .° ' ra :;.f.:=' -'p,'``,^";t' ". f;•'z' w;i";�. ''ti t G��y��,-'�+.�i�'.r 7 t.�,ran(ti r s.v'�� ,•.�zfp�§:r'� occu anc Controls ..,t�sYS ih9r y ffJt i.: 2F Via. Yd riv automatically turn off the pump when water is in circulation loop is at set-point temperature and "`^ no demand for hot water exists. 403,5x1:2', Electric heat trace systems ❑Complies Requirement will be met, [F12912, comply with IEEE 515.1 or UL '7 Y" ❑Does Not 515. Controls automatically ❑Not Observable adjust the energy input to the ” heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403:5:2 ' Water distribution systems that ❑Com lies Requirementuirement will be met. ❑Does Not['F130.I have recirculation pumps that PUMP water from a heated water " supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the :: i''' v. _: - • ' pump and limit the temperature of the water entering the cold 8 f• water piping to 104°F. 403.54:•-•. Drain water heat recovery units A . - ~ '"; ❑Complies Requirement will be met. [FI311? ;tested in accordance with CSA , ❑Does Not B55.1. Potable water-side ❑Not Observable pressure loss of drain water heat recovery units < 3 psi for '' ❑Not Applicable individual units connected to one i.F or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for ' individual units connected to three or more showers. ` 404.1 75%of lamps in permanent ❑Complies Requirement will be met. [F16]' fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage F9=_, ;[]Not Observable lighting, ❑Not Applicable 404:1,1 Fuel gas lighting systems have ,• t. ❑Complies- Requirement will be met, [F12313- no continuous pilot light. r ' " ❑Does Not 4 ❑Not Observable r ❑Not Applicable 1 High Impact(Tier 1) ~.2 Imedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: New Construction Report date: 10/26/17 Data filename: C:\Users\Ryan\Documents\REScheck\moss..rck Page 10 of 11 F;Inal;Inspection I'�ovlssoris: Plaets\( rifi `_ i'3�1/ ri 9 Com091e§7 Cmmment�3ZAs rumptio& 6 Itetl:ID. 4013. Compliance certificate posted. °,; :"i!st?. ,:rS;`x,! , .k<< I�Complies Requirement will be met. `, E]DoesNot ,'c .Y. ,.• >. "#„,::, []Not Observable ❑Not Applicable .,t "' -i6' .'".'w,`.r'ti. •��+:....3r....rsrrY.+..fry..r. 303.3 Manufacturer manuals for ❑Complies Requirement will be met. GF.118]3• mechanical and water heating =` `Y='%u,„;., 'Y'° N ,; `” : ❑Does Not systems have been provided. a, +` .,-,,t; ;; • :. �. Y. .. u-x•,_ :..: e:» r c ,;-,; .,:,yd' -]Not Observable }: ;;-. :..,, .�<; , h..• : ,. :d,`,;;.,.. ¢f -.: =❑Not Applicable Additional Comments/Assumptions. t l i I , i i I , 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 10/26/17 Data filename: C:\Users\Ryan\Documents\REScheck\moss.rck Page 11 of11 r :..:.:. Efficiency rii • • a - e Above-Grade Wall 28.00 Below-Grade Wall 0.00; Floor 35.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Window 0.30 0.26 Door 0.30; 0.26 Heating System: Cooling System: Water Heater: Name: Date: Comments i; ., Moss' Residence HVAC Load Calculations Fred„&,Deborah Moss 1585 bemarest Road 1'Orient, NY I' A I URN Ira 6L 01 � I smawrukL WxrIVA-CHVAC LoADs ` I ,a I r �i -Prepared By: .;� John J Condon, PE Condon Engineering, PC 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 " Saturday, February 17,2018 (Ir. r IIT " Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. i, f Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 1 Uir Page 2 Project Report General Pro'ect Information Project Title: Moss Residence Designed By: John J. Condon, PE Project Date: Friday, February 17, 2018 Client Name: Fred& Deborah Moss Client Address: 1585 Demarest Road Client City: Orient, NY 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 Dry Bulb Wet Bulb Rel.Hum Rel,Hum Dry Bulb Difference Winter: 10 9 n/a 30% 70 25.24 Summer: 83 71 56% 50% 75 30 Check Fi ures Total Building Supply CFM: 1,400 CFM Per Square ft.: 0.506 Square ft. of Room Area: 2,766 Square ft. Per Ton: 1,053 Volume(ft'): 25,343 Building Loads Total Heating Required Including Ventilation Air: 35,053 Btuh 35.053 MBH Total Sensible Gain: 22,787 Btuh 78 % Total Latent Gain: 6,466 Btuh 22 % Total Cooling Required Including Ventilation Air: 29,253 Btuh 2.44 Tons(Based On Sensible + Latent) 2.63 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACOA approved Manual J and Manual D 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:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering + Moss 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 System2 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 Duct Sizinq 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: 0.127 AC/hr 0.060 AC/hr ------ --- - -- --- - 53 CFM -- 25 CFM -- --- Infiltration Actual: 0.127 AC/hr 0.060 AC/hr Above Grade Volume: X 25.343 Cu.ft. X 25.343 Cu.ft. 3,208 Cu.ft./hr 1,521 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 53 CFM 25 CFM Total Building Ventilation: 66 CFM 66 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: 0.110 AC/hr(23 CFM), Construction:Tight, Fireplaces: 2, 7 CFM, Tight Summer Infiltration Specified: 0.060 AC/hr(13 CFM), Construction: Tight ---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: 0.110 AC/hr(23 CFM), Construction:Tight Summer Infiltration Specified: 0.060 AC/hr(13 CFM), Construction:Tight Ruct Load_Factor_Scenorios.for S, stem 1 Attic Duct Duct Surface From No. Type _ Description _Location Ceiling , _ Leakage _ _ Insulation Area T MDD 1 Supply Basement - 0.06 8 380 No 1 Return Basement - 0.06 8 141 No C:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Page 4 Load Preview Report Net Rec ft s Sen Lat Net Sen Htg Sys Act Scope Ton Ton /Ton Area 1 Gain Gain Gain Loss CFM CFM CFM Budding ( 2 44 i 2 63 i 1,053} 2,7661 22,787; 6,466{_29,253 35,053; 1,400: 1,400' 1,400 System 1 144 i 156; 904; 1,408; 14,013, 31258' 17,272! 20,094; 700; 700, 700 Supply Duct Latent i i 2371 237 Return Duct $ ! 0 i 138 138_j 2241, j Humidification - ( -' - - -. _- .J -- - 522 Zone 1 ; 5 1,408 14,013 1 _2,883 J 16,896 I 19,348 700' 700, 700 -- - - - - - - ---- - - - -- -- g - i - _ I l' 1,483 j 7,714 f 4,109 149 311 311 1-Kitchen 103 -- ,- �-µ---_I.-- 259`---6,231 £ _ _ ___ _ 2-Living Room 104 510 3,186; 850 i 4,036! 5,325 193 159' 159 3-Entry Foyer 101 i 128 857; 301 887} 2,966 107 43 43 - - - --- - --- l- --�' - - 4-Powder Room _ 481 48 21i 69; 634` 231 21 2 5-StairHall 109 I 811 119; 12 131j 657` 24 6 6 i 6-Laundry 108 j ( t ___641 640; 121 652; 683, 25' 32� 32 7-Mudroom 107 72 i 353 8-Stud 34' 387! 1,822 66' 18 18 - ----1-- ----I-_.- --�• - -I- ---- I - 247( 2,5801 441 3,021 3,150 1141 129' 129 System 2 1 00 1071 1,270 I 1,358( 8,774 3,208 11,982 14,959 7.00 700.1 700 Ventilation i i 232 1,351 t 1,183_; 1,738 I Humidification --� - - ---- ------- ------ �--• --;------ j- - I -- ------_.� -1,523!1 - , - Zone-1 j ! 1,358 i 8,542 1,857¢ 10,399 11,698} 700; 700, 700 - - - - - - ;- 9-Master Bedroom ( 432( 2,259 502! 2,761 ; 3,399' 203 j 185 F 185 , - 10-Master Bath 202 601 46 13; 591 297! 18, 4 4 11-Bedroom#2 ! ? 180! 1,6031 420? 2,023 1,148' 69, 131 131 12-Bedroom#3 ; j i 165 1,592; 419! 2,011: 1,099, 66 130 130 - - 13-Bedroom#4 i _i 1 1801 1,603; 42- 0! 2,023' 1,148 69 131 , 131 14Hallway207 I i 169' 8771 38#' 915' 1,697 102 72, 72 f -t,---- --- - - - - --- - --- - - --- - 15-Bathroom 206 72i 201( 16, 217: 526; 31: 161 16 16-Attich Mechanical Room i 100 j 362 j _29! 3911 2,384 r 143} 30, 30 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Page 5 Duct Size Preview Room or Source Min Maximum Rough Design SP Duct Duct Htg Clg Act Duct Duct Name Velocity Velocity Factor L/100 Loss Veloaty Length Flow Flow Flow !ze System 1 ? Supply Runouts Zone 1 - 3 I 600' 7001 00055{ 0 08, 005668 ; 5721 ; 5! 5 1-Kitchen 103(SR-100,SR-110, F 60011 7001 00055 0 08 i 005668 572 1 = 5' ! 5 SR-120,SR-130) TMDD ! 008 007155 5721 600' 700} 00055 600 7001 00055! 008 0.08004 i 5721 + 16 311 311 i 5 - �- 5 2-Living Room 104(SR-140, 600 I 900' 0.0055 0 08 i 007523 ± 586 7 12, 5 TMDD ! $ 193 159, 159 i SR-150) 600 i 900 t 0 0055 0 08, 0 07523 , 586 7 1, 12' 5 3-Entry Foyer 101(SR-170) TMDD _ 600; 9001 00055 0 081 022665 I 8761 12, 107 43 43' 3 4-Powder Room(SR-160) TMDD # 600 i 900 i 0 0055 0 08 -0 0006$ 40 7 1 12 23 I �I 21 3 --- -- - - -- - - - 5-Stair Hall 109(SR-180) TMDD i 6001 900!__O 0055 j 0 08 l 0 00478 122 2 12 24, 6, 61 3 7-Mudroom 107 SR-200 .TMDD 600 - - - 900 ^0 0055 _ 08 004055 366 7( 12 25 32, 321 3 6-Laundry 108 SR-190 j TMDD l 600+ 900 i 0 005_5{ 0 0 08 0 12619 s _ 651 9 12 _ry ( ) I 8-Study(SR-210,SR-220) i TMDD 600 900 00055 I 0081 0 13194} 733.4 12; 4 I 600 900, 00055 1 0.08 0.13194 733__4 12 114 129 129; 4 Other Ducts in System 1 Supply Main Trunk(ST-100) j TMDD 1 600, 900 0.0003; 008 I 006502 1 721 5` 699 701 701 10.14 RT-100 ]TMDD 400 r 700 j 106051 0 08 007585 ] 610 9 4; 700 700 700 11x15 RR-100 1 TMDD { 4001 7001 00051 00 003548 i 572 7 16': 350 350 350 8x11 RR-110 i TMDD 400 i 700; 0 005! 0 08; 0-02365 572 7 3' 350 350 350' 8x11 - - — ST-110 TMDD 600; 9001 00003 1 008 001627 • 641.8'. 12, 148 312 I 312• 7x10 ST-120 ;TMDD t 6001 900' 00003; 0.08' 636 0 0_867 1 5 12 551 389' 389; 8x11 System 2 _ , Supply Runouts Zone 1 9-Master Bedroom(SR-290, 600 i 9001 00055 + 0 08 1 010146 t 6821 12S ; 5 SR-300) (TMDD } 600 1 9001 00055 1 0.08; 0 10146 i 6821 i 12, 203 185 185 i 5 10-Master Bath 202 S Built-In ? 4501 750 i _0 01 0 1! I 43 i i 18 4 4 1--4 -'- — - r-- ------ -`— -- -- 11-Bedroom#2(SR-280) ;TMDD i 600 1 900( 0 0055 0 08( 0 08959 667 2 12; 69 131 131 1 6 12-Bedroom#3(SR-270) _:TMDD 600 900; 0 0055 0 08, 008824 1 662.1 ! 12- 66 130 130! 6 13-Bedroom#4(SR-260) !TMDD i 600 900 0.0055 i 0.08 j 0.08959 . 667 2i 12. 69 131 1.31 ; 6 =- - ' y ( ) •TMDD 600° 900. _0 0055 1' 0 08! 0 14307 ' 1 8251 8; 102 72 72! 4 14-Hallway 207 SR-250 ' _1 - ----- -- � ` I -- -- - 1 15-Bathroom 206(SR-240) ;TMDD ( 6001 900, 0.0055; 008 0.02643 32.61 8: 31 761 16: 3 16-Attach Mechanical Room =TMDD 600! 900' 00055 0081 0.07694 61121 5' 143 30 30; 3 (SR-230) I 1 - Other Ducts in System 2 -- Supply Main Trunk(ST-130) TMDD 1 6001 900 00003 1 008 014331 7159 1 551 684' 696' 696, 10x14 - , ----- - ---x'- -`-- - - ---- -- i - - RT-110 I TMDD { 4001 7_00 i 0 005; 0.08 00902! 610.9 l 25• 700 700 700, 1.1x15 RR-120 ;TMDD { 4001_ — 7001 0 005, 008 i 0 01754 i 458 7, 5; 0 0 172 6x9 RT-120 j TMDD 400 1 700) 0 0053 008 i 006531 1 53551 12' 357 357 357! 8x12 RR-130 ;TMDD ', 400 l 700; 0 005; 0 08J 001733 j 456 L 5 0 =6 171 6x9 RR-140 l TMDD 1 400 i 700{ 0 005' 0 08 1 0 01754 i 45871 5 0��0� 172` 6x9 RR-150 I TMDD ( 400, 700; 0 005 y 0 081 0 0307 i 493 3 i 16, 0 l_._�1 185 6x9 Summary System 1 Heating Flow- 700 Design Friction Rate: 0.126 TEL Return: 150 Cooling Flow: 700 Total Cumulative SP Loss- 0.49 TEL Supply: 238 4 - _ - - - - --- -- - --- -- - ---- - - - - - - - - - - - --- - - Fan ESP: 0_49Device SP Loss: 0 TEL Total. 3884 Fan SP Available: 049 Return Loss Added to Supply: 0.111 System 2 Heatinq Flow. 700_ Design-Friction Rate 0 097 TEL Return: 250.2 Cooling Flow: 700 Total Cumulative SP Loss: 0.473 TEL Supply- 2372 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering ON Moss Residence Mattituck NY 11952 Page 6 Duct Size Preview cont'd Summary Fan ESP: 0.473 Device SP Loss:_ 0 TEL Total- 487.4 Fan SP Available- 0 473 Return Loss Added to Supply: 0.186 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 0 Page 7 Tabular Manual D Ductsize Grid - System' 1 Ducts Room Feeds Flow Diam Wid Hei Vel Zones El System 1 -System 1 D Supply El ST-100 1 701 129 10 14 721 0 ST-110 1 312 9.1 7 10 642 SR-100 Kitchen 103 1 78 5 39 5.5 572 SR-110 Kitchen 103 1 78 5 3.9 5.5 572 SR-120 Kitchen 103 1 78 5 3.9 5.5 572 SR-130 Kitchen 103 1 78 5 3.9 5.5 572 0 ST-120 1 389 10.2 8 11 636 SR-140 Living Room 104 1 80 5 3.9 5.5 587 SR-150 Living Room 104 1 80 5 3.9 5.5 587 SR-160 Powder Room 1 2 3 12.4 3.3 41 SR-170 Entry Foyer 101 1 43 3 2.4 3.3 876 SR-180 Stair Hall 109 1 6 3 2.4 3.3 122 SR-190 Laundry 108 1 32 3 2.4 3.3 652 SR-200 Mudroom 107 1 18 3 2.4 3.3 367 SR-210 Study 1 64 14 131 44 733 SR-220 Study 1 64 4 3.1 4.4 733 D Return D RT-100 700 14 11 15 611 RR-100 1350 102 8 11 573 RRA 10 350 10.2 8 11 573 C:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 0 Page 8 Tabular Manual D Ductsize Grid - System 2 Ducts Room Feeds Flow Diam Wid Hei Ve Zones El System 2-System2 8 Supply 0 ST-130 1 696 12.9 10 14 716 SR-230 Attich Mechanical Room 1 30 3 2.4 3.3 611 SR-240 Bathroom 206 1 16 3 24 33 326 SR-250 Hallway 207 1 72 4 3.1 44 825 SR-260 Bedroom#4 1 131 6 4.7 6.6 667 SR-270 Bedroom#3 1 130 6 4.7 6.6 662 SR-280 Bedroom#2 1 131 16 4.7 16.6 667 SR-290 Master Bedroom 1 93 5 39 5.5 682 SR-300 Master Bedroom 1 93 5 39 5.5 682 6 Return 0 RT-110 700 14 11 15 611 RRA 20 172 18 6 9 459 RRA 30 171 8 6 9 456 El RT-120 357 10.7 8 12 536 RR-140 172 8 6 9 459 RR-150 185 8 16 19 1493 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Page 9 Tabular Manual D Ductsize Data - Duct System 1 - Supply ---Duct Name, etc. Type Roughness Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot _Sizin ._ _____._ . _ _CFM_. _. _.. Area : SP.Avail_ _ SPL.Cumul_ ---Duct Name: ST-100, Fitting: 1-F1, Effective Length: 95.4 Trunk 0.0003 12.9 721 0.003 Up. Fan 72 10 0.068 0.062 Rect 5.0 14 90.4 0.065 Nearest Inch 701 20 0.313 0.176 ---Duct Name: ST-110, Fitting: 3-A, Effective Length: 19.2 Trunk 0.0003 9.1 642 0.010 Up: ST-100 72 7 0.085 0.006 Rect 12.0 10 7.2 0.016 Nearest Inch 312 34 0.297 0.193 ---Duct Name: ST-120, Fittings:3-A,8-131A,8-131A, Effective Length: 120.1 Trunk 0.0003 10.2 637 0.009 Up: ST-100 72 8 0.072 0.078 Rect 12.0 11 108.1 0.087 Nearest Inch 389 38 0.227 0.263 ---Duct Name: SR-100,Supplies: Kitchen 103, Fittings: 4-G,8-A3, 13-A, Effective Length:26.7 Runout 0.0055 5 572 0.011 Up: ST-110 72 3.9 0.212 0.046 Rnd 5.0 5.5 21 7 0.057 Nearest Inch 78 6.5 0.240 0.249 ---Duct Name:SR-110,Supplies: Kitchen 103, Fittings:4-G,8-A3, 13-A, Effective Length: 26.7 Runout 0.0055 5 572 0.011 Up: ST-110 72 3.9 0.212 0.046 Rnd 5.0 5.5 21.7 0.057 Nearest Inch 78 6.5 0.240 0.249 ---Duct Name: SR-120,Supplies: Kitchen 103, Fittings: 4-G,8-A3, 13-A, Effective Length:33.7 Runout 0.0055 5 572 0.025 Up: ST-110 72 3.9 0.212 0.046 Rnd 12.0 5.5 21.7 0.072 Nearest Inch 78 15.7 0.226 0.264 ---Duct Name:SR-130, Supplies: Kitchen 103, Fittings:4-G,8-A3, 13-A, Effective Length:37.7 Runout 0.0055 5 572 0.034 Up: ST-110 72 3.9 0.212 0.046 Rnd 16.0 5.5 21.7 0.080 Nearest Inch 78 20.9 0.217 0.273 ---Duct Name: SR-140,Supplies: Living Room 104, Fittings:4-G,8-A3, 13-A, Effective Length: 33.7 Runout 0.0055 5 587 0.027 Up: ST-120 72 3.9 0.223 0.048 Rnd 12.0 5.5 21.7 0.075 Nearest Inch 80 15.7 0.151 0.338 ---Duct Name:SR-150, Supplies: Living Room 104, Fittings: 4-G,8-A3, 13-A, Effective Length: 33.7 Runout 0.0055 5 587 0.027 Up: ST-120 72 3.9 0.223 0 048 Rnd 12.0 5.5 21.7 0.075 Nearest Inch 80 15.7 0.151 0.338 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial,HVAC Loads , �^ Elite Software Development,Inc. , Condon Engineering \ Moss Residence Mattituck NY 11952 *.��JJ// Page 10 Tabular Manual D Ductsize Data - Duct S stem 7 - Supply cont'd ---Duct Name,etc. Type 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:SR-160,Supplies: Powder Room, Fittings: 4-G,8-A3, 13-A, Effective Length: 19.6 Runout 0.0055 3 41 0.000 Up: ST-120 72 2.4 0.003 0.000 Rnd 12.0 33 7.6 0.001 Nearest Inch 2 94 0.226 0.264 ---Duct Name: SR-170,Supplies: Entry Foyer 101, Fittings:4-G, 8-A3, 13-A, Effective Length: 22.9 Runout 0.0055 3 876 0.119 Up: ST-120 72 2.4 0.989 0.108 Rnd 12.0 3.3 10.9 0.227 Nearest Inch 43 9.4 0.000 0.490 ---Duct Name:SR-180,Supplies: Stair Hall 109, Fittings:4-G,8-A3, 13-A, Effective Length:21.4 Runout 0.0055 3 122 0.003 Up: ST-120 72 2.4 0.022 0.002 Rnd 12.0 3.3 9.4 0.005 Nearest Inch 6 9.4 0.222 0.268 ---Duct Name: SR-190, Supplies: Laundry 108, Fittings: 4-G,8-A3, 13-A, Effective Length: 22.8 Runout 0.0055 3 652 0.066 Up: ST-120 72 2.4 0.553 0.060 Rnd 12.0 3.3 10.8 0.126 Nearest Inch 32 9 4 0.100 0.389 ---Duct Name: SR-200,Supplies: Mudroom 107, Fittings:4-G,8-A3, 13-A, Effective Length: 22.5 Runout 0.0055 3 367 0.022 Up: ST-120 72 2.4 .0.180 0.019 Rnd 12.0 3.3 10.5 0.041 Nearest Inch 18 9.4 0.186 0.304 ---Duct Name: SR-210,Supplies: Study, Fittings:4-G,8-A3, 13-A, Effective Length: 28.2 Runout 0.0055 4 733 0.056 Up: ST-120 72 3.1 0.469 0.076 Rnd 12.0 4.4 16.2 0.132 Nearest Inch 64 12.6 0.095 0.395 ---Duct Name: SR-220, Supplies: Study, Fittings: 4-G,8-A3, 13-A, Effective Length:28.2 Runout 0.0055 4 733 0.056 Up: ST-120 72 3.1 0.469 0.076 Rnd 12.0 4.4 162 0.132 Nearest Inch 64 12.6 0.095 0.395 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. Summa Number of active trunks: 3 Number of active runouts: 13 C.\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads .Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Page 11 Tabular Manual D Ductsize Data - Duct System 1 - Su I contV Summa Total runout outlet airflow: 701 Main trunk airflow: 701 Largest trunk diameter: 12.9 ST-100 Largest runout diameter: 5 SR-100 Smallest trunk diameter: 9.1 ST-110 Smallest runout diameter: 3 SR-160 Supply fan external static pressure: 0.490 Supply fan device pressure losses: 0.000 Supply fan static pressure available: 0.490 Runout maximum cumulative static pressure loss: 0.490 SR-170 Return loss added to supply: 0.111 Total effective length of return(ft.): 150.0 RRA 00 Total effective length of supply(ft.): 238.4 SR-170 Overall total effective length (ft.): 388.4 RR-100 to SR-170 Design overall friction rate per 100 ft.: 0.126 (Available SP x 100/TEL) System duct surface area(Scenario 1): 245.4 (Not linked to duct load) Total system duct surface area: 245.4 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential.&Light Commercial HVAC Loads Elite Software Developmentjnc. Condon Engineering Moss Residence Mattituck NY .11952 Pa e 12 Tabular Manual D Ductsize Data - Duct S stem 2 - Supply --=Duct Name, etc. ... -Type Roughness. 'Diameter Velocity SPL,Duct Upstream'° Temperature :Width Loss/1 Q0 SPL.Fit Shape Length Height ,FIt.Eq.Len SPL.7ot Sizin _ CFM Area SP.AVail SPL.Cumul ---Duct Name:ST-130, Fittings: 8-B1A, 1-F1, Effective Length:213.0 Trunk 0.0003 12.9 716 0.037 Up: Fan 72 10 0 067 0.106 Rect 55.0 14 158.0 0.143 Nearest Inch 696 220 0.143 0.330 ---Duct Name:SR-230,Supplies:Attich Mechanical Room, Fittings: 4-G,8-A3, 13-A, Effective Length: 15.8 Runout 0.0055 3 611 0.024 Up: ST-130 72 2.4 0.487 0.053 Rnd 5.0 3.3 10.8 0.077 Nearest Inch 30 3.9 0.066 0.406 ---Duct Name: SR-240,Supplies: Bathroom 206, Fittings:4-G,8-A3, 13-A, Effective Length: 18.4 Runout 0.0055 3 326 0.011 Up: ST-130 72 2.4 0.144 0.015 Rnd 8.0 3.3 10.4 0.026 Nearest Inch 16 6.3 0.117 0.356 ---Duct Name:SR-250,Supplies: Hallway 207, Fittings: 4-G,8-A3, 13-A, Effective Length: 24.2 Runout 0.0055 4 825 0.047 Up: ST-130 72 3.1 0.591 0.096 Rnd 8.0 4.4 16.2 0.143 Nearest Inch 72 8.4 0.000 0.473 ---Duct Name: SR-260,Supplies: Bedroom#4, Fittings:4-G, 8-A3, 13-A, Effective Length: 39.9 Runout 0.0055 6 667 0.027 Up: ST-130 72 4.7 0.225 0.063 Rnd 12.0 6.6 27.9 0.090 Nearest Inch 131 18.8 0.053 0.419 ---Duct Name: SR-270,Supplies: Bedroom#3, Fittings: 4-G,8-A3, 13-A, Effective Length: 39.9 Runout 0.0055 6 662 0.027 Up: ST-130 72 4.7 0.221 0.062 Rnd 12.0 6.6 27.9 0.088 Nearest Inch 130 18.8 0.055 0 418 ---Duct Name:SR-280,Supplies: Bedroom#2, Fittings:4-G,8-A3, 13-A, Effective Length:39.9 Runout 0.0055 6 667 0.027 Up: ST-130 72 4.7 0.225 0.063 Rnd 12.0 6.6 27.9 0.090 Nearest Inch 131 18.8 0.053 0.419 ---Duct Name:SR-290,Supplies: Master Bedroom, Fittings: 4-G,8-A3, 13-A, Effective Length: 33.8 Runout 0.0055 5 682 0.036 Up: ST-130 72 3.9 0.300 0.065 Rnd 12.0 5.5 21.8 0.101 Nearest Inch 93 15.7 0.042 '0.431 ---Duct Name: SR-300,Supplies: Master Bedroom, Fittings:4-G,8-A3, 13-A, Effective Length: 33.8 Runout 0.0055 5 682 0.036 Up: ST-130 72 3.9 0.300 0.065 Rnd 12.0 5.5 21.8 0.101 Nearest Inch 93 15.7 0.042 0.431 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,dnc. Condon Engineering Moss Residence Mattituck NY 11952Pa a 13 Tabular Manual D Ductsize Data - Duct System 2 - Supply cont'd ---Duct Name,etc: Type Roughness DiameterVelocity SPL-,Duct Upstream = Temperature Width- •Loss/100 - SPL.Fit' Shape Length Height F.it.Eq.Len SPL.Tot Sizing. r .. CFM.' _ Area I .SP.Avail` SPL:Cumul 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. Summa Number of active trunks: 1 Number of active runouts: 8 Total runout outlet airflow: 696 Main trunk airflow: 696 Largest trunk diameter: 12.9 ST-130 Largest runout diameter: 6 SR-260 " Smallest trunk diameter: 12.9 ST-130 Smallest runout diameter: 3 SR-230 Supply fan external static pressure: 0.473 Supply fan device pressure losses: 0.000 Supply fan static pressure available: 0.473 Runout maximum cumulative static pressure loss: 0.473 SR-250 Return loss added to supply: 0.186 Total effective length of return(ft.): 250.2 RR-150 Total effective length of supply(ft.): 237.2 SR-250 Overall total effective length (ft.): 487.4 RR-150 to SR-250 Design overall friction rate per 100 ft.: 0.097 (Available SP x 100/TEL) System duct surface area(Scenario 1): 326.6 (Not linked to duct load) Total system duct surface area: 326.6 C:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM ` C:\...\Moos.rhA Saturday, February 17. 2O1O. 10:2DAM Rhvac-Residential&Light Commercial HVAC Loads dC Elite Software Development,Inc. Condon Engineering �■ �� " Moss Residence Mattituck NY 11952 W,.,1�' Pa a 15 Tabular Manual D Ductsize Data - Duct S stem 2 - Return ---Duct Name, etc. Type Roughness 'Diameter Velocity SPL.Duct Upstream Temperature Width Loss/100 SPL.Fit Shape Length Height Fit.Eq.Len SPL.Tot Sizin - CFM. - Area SP.Avail SPL.Cumul ---Duct Name: RT-110, Fittings: 10-A, 5-H1, Effective Length: 132.0 Trunk 0.005 14 611 0.017 Up: Fan 72 11 0.068 0.073 Rect 25.0 15 1070 0.090 Nearest Inch 700 108.3 -0.096 0.186 ---Duct Name: RR-120, Fittings:3-A,6-I, Effective Length: 21.3 Runout 0.005 8 459 0.004 Up: RT-110 72 6 0.082 0.013 Rect 5.0 9 16.3 0.018 Nearest Inch 172 12.5 -0.078 0.018 ---Duct Name: RT-120, Fittings: 10-A,5-H1, Effective Length:85.8 Trunk 0.005 10.7 536 0.009 Up: RT-110 72 8 0.076 0.056 Rect 12.0 12 73.8 0.065 Nearest Inch 357 40 -0.031 0.121 ---Duct Name: RR-130, Fittings:3-A,6-I, Effective Length:21.3 Runout 0.005 8 456 0.004 Up: RT-110 72 6, 0.081 0.013 Rect 5.0 9 16.3 0.017 Nearest Inch 171 12.5 -0.079 0.017 ---Duct Name: RR-140, Fittings: 3-A,6-I, Effective Length:21.3 Runout 0.005 8 459 0.004 Up: RT-120 72 6 0.082 0.013 Rect 5.0 9 16.3 0.018 Nearest Inch 172 12.5 -0.013 0.018 ---Duct Name: RR-150, Fittings: 3-A,6-I, Effective Length: 32.4 Runout 0.005 8 493 0.015 Up: RT-120 72 6 0.095 0.016 Rect 16.0 9 16.4 0.031 Nearest Inch 185 40 0.000 0.031 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. Number of active trunks: 2 Number of active runouts: 4 Total runout outlet airflow: 700 Main trunk airflow: 700 Largest trunk diameter: 14 RT-110 Largest runout diameter, 8 RR-120 Smallest trunk diameter: 10.7 RT-120 C:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 1W Page 16 Tabular Manual D Ductsize Data - Duct System 2 - Return cont' Summa _ Smallest runout diameter: 8 RR-120 Runout maximum cumulative static pressure loss: 0.031 RRA 50 Return loss added to supply: 0.186 Total effective length of return (ft.): 250.2 RRA 50 System duct surface area(Scenario 1): 225.8 (Not linked to duct load) Total system duct surface area: 225.8 _Notes...._ Rhvac is an ACCA approved Manual J and Manual D 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:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Page 17 Tabular Manual D Ductsize - Pressure Changes Graph - System 1 Pressure Changes Through Route with Highest Static Pressure Loss 05 04 D E 0.3-- F 3 02-- 0 1 201 a` A 0.0 G B -0.1-- C -0 2 a Static Pressure Available $ Velocity Pressure --6 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-100 0.000 0.020 B RT-100 -0.035 -0.012 C [Fan Entrance] -0.111 -0.088 D [Fan Exit] 0.378 0.411 E ST-100 0.313 0.346 F ST-120 0.227 0.252 G SR-170 0.000 0.047 C:\...\Moss.rh9 Saturday, February,17, 2018, 10:29 AM Rhvac-Residential.&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering ' Moss Residence Mattituck NY 11952 tel! Pae 18 Tabular Manual D Ductsize - Pressure Changes Graph - System 2 Pressure Changes Through Route with Highest Static Pressure Loss 04 0.3 E 02 F 3 c 01 5 N N d IL` A 0.00 G B -01-- C -0.2 D t Static Pressure Available — 0 Velocity Pressure a 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-150 0.000 0.015 B RT-120 -0.031 -0.013 C RT-110 -0.096 -0.073 D [Fan Entrance] -0.186 -0.163 E [Fan Exit] 0.286 0.318 F ST-130 0.143 0.175 G SR-250 0.000 0.042 C:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Pae 19 Total Building Summgy Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 4A-2w-d: Glazing-Double pane low-e(e =0.20 or less), 551 11,572 0 5,115 5,115 sliding glass door, a=0.20 on surface 3,wood frame, outdoor insect screen with 50% coverage, u-value 0 35, SHGC 0.35 4A-2w-d: Glazing-Double pane low-e(e =0.20 or less), 61.9 1,300 0 1,288 1,288 sliding glass door, a=0.20 on surface 3,wood frame, u-value 0.35, SHGC 0.35 11D: Door-Wood -Solid Core 44.8 1,047 0 332 332 R27 F+B:Wall-Frame, Custom, 2"cc+ R15 batt 2356.4 5,233 0 436 436 18A1-46c: Roof/Ceiling-Roof Joists Between Roof Deck 1521.8 2,192 0 694 694 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-46 closed cell 2 Ib.spray foam,7.5 inches in 2 x 8 joist cavity, 1 inch on joist R31 F+B: Floor-Over enclosed crawl space, Custom, 2" 1407.8 2,309 0 308 308 closed cell+ R19 batt 19A-Otp: Floor-Over enclosed crawl space, No insulation 230 1,652 0 220 220 on exposed walls,sealed or vented space, passive, no floor insulation,tile or vinyl Subtotals for structure: 25,305 0 8,393 8,393 People: 16 3,200 3,680 6,880 Equipment: 1,021 9,130 10,151 Lighting: 0 0 0 Ductwork: 2,444 375 559 935 Infiltration:Winter CFM: 53, Summer CFM: 25 3,521 519 223 742 Ventilation: Winter CFM:66, Summer CFM: 66 1,738 1,351 232 1,583 Exhaust:Winter CFM: 66, Summer CFM: 66 Humidification(Winter)5.58 gal/day: 2,045 0 0 0 AED Excursion: 0 0 570 570 Total Building Load Totals: 35,053 6,466 22,787 29,253 Check Fi ures _ Total Building Supply CFM: 1,400 CFM Per Square ft., 0.506 Square ft. of Room Area: 2,766 Square ft. Per Ton: 1,053 Volume(ft3): 25,343 [Building Loads Total Heating Required Including Ventilation Air. 35,053 Btuh 35.053 MBH Total Sensible Gain: 22,787 Btuh 78 % Total Latent Gain: 6,466 Btuh 22 % Total Cooling Required Including Ventilation Air: 29,253 Btuh 2.44 Tons(Based On Sensible + Latent) 2.63 Tons(Based On 75%Sensible Capacity) Notes_ Rhvac is an ACCA approved Manual J and Manual D 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:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Pa a 20 Building Pie Chart Floor 11% Humidification 6% Ventilation 5% Roof 6% Infiltration 10% Wall 15% Ductwork 7% Door 3% Glass 37% Floor 2% Roof 2% AED Excursion 2% Wall 1% Ventilation 5% Infiltration 3% Ductwork 3% Glass 22% ' E t Door 1% Equipment 35% People 24% C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software-Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 1 Ut Pacle 21 System 1 System 1 Summary Loads Component Area Sen. Lat Sen Total Component tion Quan Loss` Gain Gain Gain 4A-2w-d: Glazing-Double pane low-e(e=0.20 or less), 362.2 7,608 0 3,096 3,096 sliding glass door, a=0.20 on surface 3, wood frame, outdoor insect screen with 50%coverage, u-value 0.35, SHGC 0.35 4A-2w-d: Glazing-Double pane low-e(e=0.20 or less), 45.8 962 0 998 998 sliding glass door, a=0.20 on surface 3,wood frame, u-value 0.35, SHGC 0.35 11 D: Door-Wood -Solid Core 38.5 901 0 286 286 R27 F+B: Wall-Frame, Custom, 2"cc+ R15 batt 1398 3,105 0 256 256 18A1-46c: Roof/Ceiling-Roof Joists Between Roof Deck 164 237 0 75 75 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-46 closed cell 2 Ib.spray foam,7.5 inches in 2 x 8 joist cavity, 1 inch on joist R31 F+B: Floor-Over enclosed crawl space, Custom, 2" 1407.8 2,309 0 308 308 closed cell + R19 batt Subtotals for structure: 15,122 0 5,019 5,019 People: 8 1,600 1,840 3,440 Equipment: 1,021 6,242 7,263 Lighting: 0 0 0 Ductwork 2,444 375 559 935 Infiltration:Winter CFM: 30, Summer CFM: 13 2,006 262 112 374 Ventilation:Winter CFM:0, Summer CFM:0 0 0 0 0 Humidification(Winter) 1.42 gal/day : 522 0 0 0 AED Excursion: 0 0 241 241 System 1 System 1 Load Totals: 20,094 3,258 14,013 17,272 Check-Figures ------ - _ __ I - - --j _ . - .. Supply CFM: 700 CFM Per Square ft.: 0.497 Square ft. of Room Area: 1,408 Square ft. Per Ton: 904 Volume(ft'): 12,811 S stem_Loads, - - Total Heating Required Including Ventilation Air: 20,094 Btuh 20.094 MBH Total Sensible Gain: 14,013 Btuh 81 % Total Latent Gain: 3,258 Btuh 19 % Total Cooling Required Including Ventilation Air: 17,272 Btuh 1.44 Tons(Based On Sensible + Latent) 1.56 Tons(Based On 75%Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D 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:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC'Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Page 22 S stem 2 Sy stem2 Summary Loads Component Area Sen Lat Sen Total Descri ption Quan Loss Gain Gain__ Gain 4A-2w-d: Glazing-Double pane low-e(e =0.20 or less), 188.8 3,964 0 2,019 2,019 sliding glass door, a=0.20 on surface 3,wood frame, outdoor insect screen with 50%coverage, u-value 0.35, SHGC 0.35 4A-2w-d: Glazing-Double pane low-e(e =0.20 or less), 16.1 338 0 290 290 sliding glass door, a=0.20 on surface 3,wood frame, u-value 0.35, SHGC 0.35 11 D: Door-Wood -Solid Core 6.2 146 0 46 46 R27 F+B:Wall-Frame, Custom, 2"cc+ R15 batt 958.3 2,128 0 180 180 18A1-46c: Roof/Ceiling-Roof Joists Between Roof Deck 1357.8 1,955 0 619 619 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-46 closed cell 2 Ib.spray foam, 7.5 inches in 2 x 8 joist cavity, 1 inch on joist 19A-Otp: Floor-Over enclosed crawl space, No insulation 230 1,652 0 220 220 on exposed walls,sealed or vented space, passive, no floor insulation,tile or vinyl Subtotals for structure: 10,183 0 3,374 3,374 People: 8 1,600 1,840 3,440 Equipment: 0 2,888 2,888 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 23, Summer CFM: 13 1,515 257 111 368 Ventilation:Winter CFM: 66, Summer CFM: 66 1,738 1,351 232 1,583 Exhaust:Winter CFM: 66, Summer CFM: 66 Humidification(Winter)4.15 gal/day : 1,523 0 0 0 AED Excursion: 0 0 329 329 System 2 System2 Load Totals: 14,959 3,208 8,774 11,982 Check Figures -- --- - — ---- --- - - - Supply CFM: 700 CFM Per Square ft.: 0.516 Square ft.of Room Area: 1,358 Square ft. Per Ton: 1,270 Volume(ft'): 12,532 System Loads _ _ Total Heating Required Including Ventilation Air: 14,959 Btuh 14.959 MBH Total Sensible Gain: 8,774 Btuh 73 % Total Latent Gain: 3,208 Btuh 27 % Total Cooling Required Including Ventilation Air: 11,982 Btuh 1.00 Tons(Based On Sensible + Latent) 1.07 Tons(Based On 75% Sensible Capacity) Notes _ Rhvac is an ACCA approved Manual J and Manual D 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:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering IdLXMoss Residence Mattituck NY 11952 fir' Page 23 Manual S Performance Data - System 1 - System 1 Loads and Desi n Conditions_ Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 14.013 Outdoor Wet Bulb: 71 Latent Gain: 3.258 Indoor Dry Bulb: 75 Total Gain: 17.272 Indoor RH: 50 Load SHR: 0.81 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 20.094 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.7 Indoor RH: 30 Supply Airflow: 700 E ui ment_Performance Data at System Design Conditions Cooling: Model Type: Standard Air Conditioner, Model:24ANB724A"031"+FV4CNF002L, Nominal Capacity: 24.000, Manufacturer: CARRIER AIR CONDITIONING Interpolation Results: Percent Load ofLoad Sensible Capacity: 0.000 14.013 0% Latent Capacity: 0.000 3.258 0% Total Capacity: 0.000 17.272 0% Heating: Model Type: Natural Gas Boiler, Model: ECO 155, Nominal Capacity: 143.000, Manufacturer:WEIL-MCLAIN Results: Percent Load ofLoad Heating Capacity: 143.000 20 094 712% C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering MR Moss Residence Mattituck NY 11952 V Page 24 Manual S Performance Data - System 2 - S stem2 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 8.774 Outdoor Wet Bulb: 71 Latent Gain: 3.208 Indoor Dry Bulb: 75 Total Gain: 11.982 Indoor RH: 50 Load SHR: 0.73 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 14.959 Indoor Dry Bulb: 70 Entering Dry Bulb: 67.7 Indoor RH: 30 Supply Airflow: 700 Equipment Performance Data at System-Desin Conditions Cooling: Model Type: Standard Air Conditioner, Model:24ANB724C*031*+FV4CNF002L, Nominal Capacity:24.000, Manufacturer: CARRIER AIR CONDITIONING Interpolation Results: Percent Load of oa Sensible Capacity: 0.000 8.774 0% Latent Capacity: 0.000 3.208 0% Total Capacity: 0.000 11.982 0% Heating: Model Type: Natural Gas Boiler, Model: ECO 155, Nominal Capacity: 143.000, Manufacturer:WEIL-MCLAIN Results: Percent Load ofLoad Heating Capacity: 143.000 14.959 956% C:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Page 25 Detailed Room Loads - Room 1 - Kitchen 103 (Average Load Procedure General_ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.2 ft. System Number: 1 Room Width: 16.0 ft. Zone Number: 1 Area: 259.2 sq.ft. Supply Air: 311 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 7.9 AC/hr Volume: r 2,359 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 7 CFM Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Clg Lat Sen -Description- _ .___. _ _. Quantity- _ Value._ _HTM Loss HTM --Gain Gain N-Wall-R27 F+B 16 X 9.1 97.6 0.037 2.2 217 0.2 0 18 S-Wall-R27 F+B 16 X 9.1 109.6 0.037 2.2 243 0.2 0 20 W-Wall-R27 F+B 16.2 X 9.1 137.6 0.037 2.2 306 0.2 0 25 N-GIs-4A-2w-d shgc-0.35 100%S 48 0.350 21.0 1,008 8.5 0 410 S-GIs-4A-2w-d shgc-0.35 0%S(3) 36 0.350 21.0 756 18.0 0 648 W-GIs-4A-2w-d shgc-0.35 0%S 9.8 0.350 21.0 206 35.7 0 350 Floor-R31 F+B 16 X 16.2 259.2 0.032 1.6 425 0.2 0 57 Subtotals for Structure: 3,161 0 1,528 Infil.:Win.:7.2, Sum.: 3.0 439 1.088 477 0.062 62 27 Ductwork: 471 249 AED Excursion: 107 People:200 lat/per, 230 sen/per: 2 400 460 Equipment: 1,021 3,860 Room Totals: 4,109 1,483 6,231 E ui ment Cooling Loads-.--- Continuous oads ._ _ Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load Item Name _ _ _ -_.•____Btuh _._ . Btuh_ ._ Output per Hour Btuh B.tuh Coffee maker-brewer 1331 717 100 25 333 179 Cooking range with hood- 0 0 100 100 0 0 four burners on high heat Crock pot-high heat 444 239 100 50 222 120 Toaster 3532 392 100 10 353 39 Dishwasher 4096 1433 100 25 1024 358 Microwave 4949 1732 75 25 928 325 Refrigerator or freezer- 16 1000 0 100 100 1000 0 cubic feet Total 3860 1021 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads ;Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Pa a 26 Detailed Room Loads - Room 2 - Living Room 104 (Average Load Procedure General _ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 28.0 ft. System Number: 1 Room Width: 18.2 ft. Zone Number: 1 Area: 509.6 sq.ft. Supply Air: 159 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.1 AC/hr Volume: 4,637 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.: 6 CFM Actual Summer Infil.: 2 CFM Item Area -U- Htg 'Sen Clg Lat Sen -Description . _ _-Quantity __.Value HTM _ ._ Loss _ __ _ ..HTM___ Gain___. Gain_ N-Wall-R27 F+B 29 X 9.1 119.9 0.037 2.2 266 0.2 0 22 W-Wall-R27 F+B 2 X 9.1 18.2 0.037 2.2 40 0.2 0 3 S-Wall-R27 F+B 8 X 9.1 72.8 0.037 2.2 162 0.2 0 13 N-GIs-4A-2w-d shgc-0.35 100%S 144 0.350 21.0 3,024 8.5 0 1,230 (3) Floor-R31 F+B 18.2 X 28 509.6 0.032 1.6 836 0.2 0 111 Subtotals for Structure: 4,328 0 1,379 Infil.:Win.: 5.9, Sum.: 2.5 355 1.088 386 0.062 50 22 Ductwork: 611 127 AED Excursion: 55 People:200 lat/per, 230 sen/per: 4 800 920 Equipment: 0 683 Room Totals: 5,325 850 3,186 Equipment Coolin Loads Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load [Ite:mMame _. . ____Btuh-------- _ Btuh _ _ Out ut_ er_Hour- _. Btuh Btuh Color television 683 0 100 100 683 0 Total 683 0 C:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM n Rhvac-Residential&Light.Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss-Residence Mattituck NY 11952 PNq_27 27 Detailed Room Loads - Room 3 - Entry Foyer 101 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 1 Room Width: 16.0 ft. Zone Number: 1 Area: 128.0 sq.ft. Supply Air: 43 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.2 AC/hr Volume: 1,165 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.: 3 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen, Clg - Lat Sen Descrition„____.______..____._ _.____Quantit __.._�._Value__._ S-Wall-R27 F+B 19 X 9.1 100.9 0.037 2.2 224 0.2 0 19 E-Wall-R27 F+B 4 X 9.1 18.9 0.037 2.2 42 0.2 0 3 E-Door-11 D 2.5 X 7 17.5 0.390 23.4 410 7.4 0 130 S-GIs-4A-2w-d shgc-0.35 100%S 72 0.350 21.0 1,512 8.5 0 615 (3) Floor-R31 F+B 16 X 8 128 0.032 1.6 210 0.2 0 28 Subtotals for Structure: 2,398 0 795 Infil.:Win.:3.5, Sum.: 1.5 209 1.089 228 0.062 30 13 Ductwork: 340 34 AED Excursion: 15 Room Totals: 2,966 30 857 Equipment Coolin Loads Continuous Continuous Output -Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load [Item Name _ Btuh _Btuh Output per Hour _ _Btuh _ Btuh Color television 683 0 100 100 683 0 Miscellaneous Equipment =683— 0 _ 100 100 -683 _ 0 Total 0 0 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 D Pa a 28 Detailed Room Loads - Room 4 - Powder Room (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 6.0 ft. System Number: 1 Room Width: 8.0 ft. Zone Number: 1 Area: 48.0 sq.ft. Supply Air: 2 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.3 AC/hr Volume: 437 cuff 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 -U- Htg Sen Clg Lat Sen _Description _ _ ._.___ ._.__ _ _ _ --Quantity _ Value. HTM _.Loss___ HTM _____Gain Gain S-Wall-R27 F+B 8 X 9.1 72.8 0.037 2.2 162 0.2 0 13 W-Wall-R27 F+B 8 X 9.1 72.8 0.037 2.2 162 0.2 0 13 Floor-R31 F+B 8 X 6 48 0.032 1.6 79 0.2 0 10 Subtotals for Structure: 403 0 36 Infil.:Win.:2.4, Sum.: 1.0 146 1.085 158 0.062 21 9 Ductwork: 73 2 AED Excursion: 1 Room Totals: 634 21 48 Equipment Coolin Loads Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load Item_Name _ Btuh _ Btuh output- --per Hour Btuh ., Btuh Color television 683 0 100 100 683 0 Miscellaneous Equipment _ -683 0 100 _ 100 _ _683 0_ Total 0 0 C:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Page 29 Detailed Room Loads - Room 5 - Stair Hall 109 Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.5 ft. System Number: 1 Room Width: 9.5 ft. Zone Number: - 1 Area: 80.8 sq.ft. Supply Air: 6 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.5 AC/hr Volume: 735. 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.: 1 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen _Description___ Quantity Value HTM _. Loss __`__HTM ----Gain- Gain. S-Wall-R27 F+B 9.5 X 9.1 77.7 0.037 2.2 172 0.2 0 14 S-GIs-4A-2w-d shgc-0.35 100%S 8.8 0.350 21.0 184 8.6 0 75 Floor-R31 F+B 9.5 X 8.5 80.8 0.032 1.6 132 0.2 0 18 Subtotals for Structure: 488 0 107 Infil.:Win.: 1.4,Sum.: 0.6 86 1.087 94 0.058 12 5 Ductwork: 75 5 AED Excursion: . 2 Room Totals: 657 -12 119 E ui ment Cooling Loads Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load Item Name Btuh Btuh Output per Hour Btuh Btuh Color television 683 0 100 100 683 0 Miscellaneous Equipment-_____ -683 0 _100 100 _-683 _ 0_ Total 0 0 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Pa a 30 Detailed Room Loads - Room 6 - Laundry 108 (Average Load Procedure General _ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.5 ft. System Number: 1 Room Width: 7.5 ft. Zone Number: 1 Area: 63.8 sq.ft. Supply Air: 32 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 3.3 AC/hr Volume: 580 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.: 1 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description-- _. _ _ —_.—_ _Quanfl _ Value __ _HTM . Loss__ __HTM _'Gain Gain E-Wall-R27 F+B 2 X 9.1 9.5 0.037 2.2 21 0.2 0- 2 S-Wall-R27 F+B 7.5 X 9.1 68.2 0.037 2.2 152 0.2 0 13 E-GIs-4A-2w-d shgc-0.35100%S 8.8 0.350 21.0 184 8.6 0 75 UP-Roof-18A1-46c 8.5 X 4 34 0.024 1.4 49 0.5 0 16 Floor-R31 F+B 7.5 X 8.5 63.8 0.032 1.6 105 0.2 0 14 Subtotals for Structure: 511 0 120 Infil.:Win.: 1.4, Sum.: 0.6 86 1.087 94 0.058 12 5 Ductwork: 78 26 AED Excursion: 11 Equipment: 0 478 Room Totals: 683 12 640 Equipment Coolin Loads Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load ,Item-Name __Btuh -_- _____Btuh `- Output.- _ _ per Hour_,_ Btuh __Btuh Vented clothes dryer- 10 1707 0 50 50 427 0 percent to space Clothes washing machine- 205 0 50 50 51 0 ---- 10 percent to space----— -- --- ---- ------ -- --— -- ---- Total 478 0 b C:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,-Inc. Condon Engineering Moss Residence Mattituck NY 11952 Page 31 Detailed Room Loads - Room 7 - Mudroom 107 Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 9.0 ft. System Number: 1 Room Width: 8.0 ft. Zone Number: 1 Area: 72.0 sq.ft. Supply Air: 18 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.6 AC/hr Volume: 655 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.: 4 CFM Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity- Value HTM Loss HTM Gain Gain S-Wall-R27 F+B 9 X 9.1 73.2 0.037 2.2 162 0.2 0 14 E-Wall-R27 F+B 8 X 9.1 51.8 0.037 2.2 115 0.2 0 10 N-Wall-R27 F+B 9 X 9.1 81.9 0.037 2.2 182 0.2 0 15 E-Door-11 D 3 X 7 21 0.390 23.4 491 7.4 0 156 S-GIs-4A-2w-d shgc-0.35 100%S 8.8 0.350 21.0 184 8.6 0 75 UP-Roof-18A1-46c 9 X 8 72 0.024 1.4 104 0.5 0 33 Floor-R31 F+B 8 X 9 72 0.032 1:6 118 0.2 0 16 Subtotals for Structure: 1,356 0 319 Infil.:Win.:3.9, Sum.: 1.6 237 1.086 257 0.059 34 14 Ductwork: 209 14 AED Excursion: 6 Room Totals: 1,822 34 353 Equipment Coolin' Loads Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load Item Name Btuh Btuh Output--- per Hour _ Btuh Btuh Vented clothes dryer- 10 1707 0 50- 50 427 0 percent to space Clothes washing machine- 205 0 50 50 51 0 10 percent to space Miscellaneous Equipment -4780 _ 100 ___--100 -478 _ _-- _ —_ Total 0 0 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. -Condon Engineering Moss Residence Mattituck NY 11952 Pa a 32 Detailed Room Loads - Room 8 - Stud (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 14.5 ft. System Number: 1 Room Width: 17.0 ft. Zone Number: 1 Area: 246.5 sq.ft. Supply Air: 129 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 3.4 AC/hr Volume: 2,243 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.: 5 CFM Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Cig Lat Sen Description Quantit Value -- HTM Loss HTM Gain Gain N-Wall-R27 F+B 17 X 9.1 82.7 0.037 2.2 184 0.2 0 15 E-Wall-R27 F+B 14.5 X 9.1 132 0.037 2.2 293 0.2 0 24 N-GIs-4A-2w-d shgc-0.35 100%S 72 0.350 21.0 1,512 8.6 0 616 (4) UP-Roof-18A1-46c 14.5 X 4 58 0.024 1.4 84 0.5 0 26 Floor-R31 F+B 17 X 14.5 246.5 0.032 1.6 404 0.2 0 54 Subtotals for Structure: 2,477 0 735 Infil.:Win.:4.7, Sum.: 2.0 287 1.088 312 0.059 41 17 Ductwork: 361 103 AED Excursion: 44 People:200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 1,221 Room Totals: 3,150 441 2,580 Equipment Coolin Loads Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use: Used ° Load Load Item Name -_ Btuh- Btuh _ Output per Hour Btuh Btuh Color television 683 0 100 100 683 0 Computer an_d_monitor ___ _ 1536 0 35 100 _ __ __538 0 Total 1221 0 M C:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC-Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Pa a 33 Detailed Room Loads - Room 9 - Master Bedroom Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 16.0 ft. System Number: 2 Room Width: 27.0 ft. Zone Number: 1 Area: 432.0 sq.ft. Supply Air: 185 CFM Ceiling Height: 8.4 ft. Supply Air Changes: 3.1 AC/hr Volume: 3,629 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 19 CFM Percent of Supply.: 10 % Actual Summer Vent.: 17 CFM Percent of Supply: 9 % Actual Winter Infil.: 9 CFM Actual Summer Infil.: 5 CFM Item, Area -U- Htg; Sen Clg Lat Sen" Description Quantity,, Value HTM" Loss• HTM Gain. Gain N-Wall-R27 F+B 16.5 X 6.6 63.9 0.037 2.2 142 0.2 0 12 W-Wall-R27 F+B 21 X 8.4 176.4 0.037 2.2 392 0.2 0 33 S-Wall-R27 F+B 27 X 6.6 162.1 0.037 2.2 360 0.2 0 30 N-GIs-4A-2w-d shgc-0.35 100%S 45 0.350 21.0 945 8.5 0 384 (3) S-GIs-4A-2w-d shgc-0.35 0%S(2) 16.1 0.350 21.0 338 18.0 0 290 UP-Roof-18A1-46c 16 X 27 432 0.024 1.4 622 0.5 0 197 Subtotals for Structure: 2,799 0 946 Infil.:Win.:9.1, Sum.: 5.0 464 1.294 600 0.095 102 44 Ductwork: 0 0 AED Excursion: 87 People:200[at/per, 230 sen/per: 2 400 460 Equipment: 0 722 Room Totals: 3,399 502 2,259 FE7quiment Coolin Loads` 'Continuous' Continuous• Output Output Average Percent- Sensible Latent Sensible„ Latent In-Use Used Load. Load, Item Name Btuh Btuh Out utZ per Hour ".-Btuh Btuh Color television 683 0 100 100 683 0 Desk radio or clock radio 52 0 75 100 39 0 Total 722 0 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Page 34 Detailed Room Loads - Room 10 - Master Bath 202 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number. 2 Room Width: 6.0 ft. Zone Number: 1 Area: 60.0 sq.ft. Supply Air: 4 CFM Ceiling Height: 8.4 ft. Supply Air Changes: 0.4 AC/hr Volume: 504 cu.ft Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 4 CFM Percent of Supply.: 45 % Runout Duct Size: 4 in. Actual Summer Vent.: 0 CFM Runout Air Velocity: 43 ft./min. Percent of Supply: 9 % Runout Air Velocity: 43 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.003 1n.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area =U- Htg Sen Clg Laf Ben Description Quantity Value HTM Loss• HTM Gain Gain N-Wall-R27 F+B 6 X 7.5 45 0.037 2.2 100 0.2 0 8 W-Wall-R27 F+B 2 X 7.5 15 0.037 2.2 33 0.2 0 3 UP-Roof-18A1-46c 10 X 6 60 0.024 1.4 86 0.5 0 27 Subtotals for Structure: 219_ 0 38 Infil.:Win.: 1.2, Sum.: 0.6 60 1.300 78 0.100 13 6 Ductwork: 0 0 AED Excursion: 2 Room Totals: +• 297 13 46 E ui _ment,Coolin _Loads°__ ____ Continuous Continuous Output Output Average Percent Sensible Latent Sensible, Latent In-Use Used Load Load 'Item,Name. _ _Btuh _ _ Btuh _ _Output per Hour Btuh. Btuh Color television 683 0 100 100 683 0 Desk radio or clock radio 52 0 75 100 39 0 Miscellaneous Equ_ipment______ -722 0 _ 100 _100 _ -722 _0 Total 0 0 C:\...\Moss.rh9 Saturday, February 17, 2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Pa a 35 Detailed Room Loads - Room 11 - Bedroom #2 (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: - 1 Room Length: 15.0 ft. System Number: 2 Room Width: 12.0 ft. Zone Number: 1 Area: 180.0 sq.ft. Supply Air: 131 CFM Ceiling Height: 10.4 ft. Supply Air Changes: 4.2 AC/hr Volume: 1,872 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Percent of Supply.: 5 %. Actual Summer Vent.: 12 CFM Percent of Supply: 9 % Actual Winter Infil.: 2 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen- Clg Lat Sen Descri tion. Quantity Value HTM Loss HTM Gain Gain N-Wall-R27 F+B 12 X 7.7 62.4 0.037 2.2 139 0.2 0 12 N-GIs-4A-2w-d shgc-0.35100%S 30 0.350 21.0 630 8.5 0 256 (2) UP-Roof-18A1-46c 15 X 12 180 0.024 1.4 259 0.5 0 82 Subtotals for Structure: 1,028 0 350 Infil.:Win.: 1.8, Sum.: 1.0 92 1.299 120 0.097 20 9 Ductwork: 0 0 AED Excursion: 62 People:200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 722 Room Totals: 1,148 420 1,603 E ui ment Coolin Loads-', Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use , Used Load Load Item Name _ __Btuh Btuh Output _ per-Hour _ Btuh _ Btuh Color television 683 0 100 100 683 0 Desk radio or clock radio 52 0 75 100 39 0 Total 722 0 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 1W Page 36 Detailed Room Loads - Room 12 - Bedroom #3 Average Load Procedure General . Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.0 ft. System Number: 2 Room Width: 11.0 ft. Zone Number: 1 Area: 165.0 sq.ft. Supply Air: 130 CFM Ceiling Height: 10.4 ft. Supply Air Changes: 4.6 AC/hr Volume: 1,716 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Percent of Supply.: 5 % Actual Summer Vent.: 1-2 CFM Percent of Supply: 9 % Actual Winter Infil.: 2 CFM Actual Summer Infil.: 1 CFM Item- Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-R27 F+B 11 X 7.7 54.7 0.037 2.2 121 0.2 0 10 N-GIs-4A-2w-d shgc-0.35 100%S 30 0.350 21.0 630 8.5 0 256 (2) UP-Roof-18A1-46c 15 X 11 165 0.024 1.4 238 0.5 0 75 Subtotals for Structure: 989 0 341 Infil.:Win.: 1.7, Sum.: 0.9 85 1.299 110 0.094 19 8 Ductwork: 0 - 0 AED Excursion: 61 People:200[at/per, 230 sen/per: 2 400 460 Equipment: 0 722 Room Totals: 1,099 419 1,592 Equipment Coolin Loads__ - Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load EltemName Btuh Btuh Output per Hour Btuh Btuh Color television 683 0 100 100 683 0 Desk radio or clock radio 52 0 75 100 39 0 Total 722 0 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence" Mattituck NY 11952 ' Page 37 Detailed Room Loads - Room 13 - Bedroom #4_LAvera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.0 ft. System Number: 2 Room Width: 12.0 ft. Zone Number: 1 Area: 180.0 sq.ft. Supply Air: 131 CFM Ceiling Height: 10.4 ft. Supply Air Changes: 4.2 AC/hr Volume: 1,872 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Percent of Supply.: 5 % Actual Summer Vent.: 12 CFM Percent of Supply: 9 % Actual Winter Infil.: 2 CFM Actual Summer Infil.: 1 CFM Item Area ' -U= Htg Sen C14 Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-R27 F+B 12 X 7.7 62.4 0.037 2.2 139 0.2 0 12 N-GIs-4A-2w-d shgc-0.35 100%S 30 0.350 21.0 630 8.5 0 256 (2) UP-Roof-18A1-46c 15 X 12 180 0.024 1.4 259 0.5 0 82 Subtotals for Structure: 1,028 0 350 Infil.:Win.: 1.8, Sum.: 1.0 92 1.299 120 0.097 20 9 Ductwork: 0 0 AED Excursion: 62 People:200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 722 Room Totals: 1,148 420 1,603 Equipment Coolin _Loads _ Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load Item Name Btuh _ Btuh -_ Output __ per Hour Btuh Btuh Color television 683 0 100 100 _ 683 0 Desk radio or clock radio 52 0 75 100 39 0 Total 722 0 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM r I i Rhvac"-Residential&Light Commercial HVAC Loads Elite-Software Development,Inc. Condon Engineering WOW Moss Residence Mattituck NY 11952 l Page 38 Detailed Room Loads - Room 14 - Hallway 207 (Average Load Procedure General _ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.5 ft. System Number: 2 Room Width: 22.5 ft. Zone Number: 1 Area: 168.8 sq.ft. Supply Air: 72 CFM Ceiling Height: 10.4 ft. Supply Air Changes: 2.5 AC/hr Volume: 1,755 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 10 CFM Percent of Supply.: 13 % Actual Summer Vent.: 7 CFM Percent of Supply: 9 % Actual Winter Infil.: 3 CFM Actual Summer Infil.: 2 CFM Item Area _U_' Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain- S-Wall-R27 F+B 22.5 X 7.7 128.2 0.037 2.2 285 0.2 0 24 S-GIs-4A-2w-d shgc-0.35 0%S(3) 45 0.350 21.0 945 16.1 0 726 UP-Roof-18A1-46c 7.5 X 22.5 168.8 0.024 1.4 243 0.5 0 77 Subtotals for Structure: 1,473 0 827 Infil.:Win.:3.4, Sum.: 1.9 173 1.293 224 0.092 38 16 Ductwork: 0 0 AED Excursion: 34 Room Totals: 1,697 38 877 ! .E_ ui ment Coolin _Loads ____ Continuous Continuous. Output Output Average Percent Sensible Latent Sensible Latent In-Use - Used 'Load Load Item-Name _ __ Btuh _ Btuh_ Output per Hour - Btuh Btuh Color television 683 0 100 100 683 0 Desk radio or clock radio 52 0 75 100 39 0 Miscellaneous Equipment =722 _0 100 100 _ -722 0 Total 0 0 r i I I i I C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM i Rhvac-,Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 " Page 39 Detailed Room Loads - Room 15 - Bathroom 206 (Average Load Procedure 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: 16 CFM Ceiling Height: 10.4 ft. Supply Air Changes: 1.3 AC/hr Volume: 749 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Percent of Supply.: 18 % Actual Summer Vent.: 2 CFM Percent of Supply: 9 % Actual Winter Infil.: 1 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value- HTM Loss HTM Gain Gain S-Wall-R27 F+B 9.5 X 7.7 64.4 0.037 2.2 143 0.2 0 12 ' S-GIs-4A-2w-d shgc-0.35 0%S 8.8 0.350 21.0 184 16.1 0 141 UP-Roof-18A1-46c 8 X 9 72 0.024 1.4 104 0.5 0 33 Subtotals for Structure: 431 0 186 Infil.:Win.: 1.4, Sum.: 0.8 73 1.299 95 0.096 16 7 Ductwork: 0 0 AED Excursion: 8 Room Totals: 526 16 201 E ui ment-Coolin _Loads__ .-- _ . ___ _._ _ _ _ _-- Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load Item Name __ _ _ .,_ Btuh_ _ _: _ . -Btuh__ _._ __ Output_--_ perHour Btuh__ Btuh Color television 683 0 100 100 683 0 Desk radio or clock radio 52 0 75 100 39 0 Miscellaneous Equipment _ _ -722 _ 0 100 _ 100 _ _-722 _- 0 Total 0 0 i I - C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM i j Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering 9011LFZ Moss Residence Mattituck NY 11,952 We Page 40 Detailed Room Loads - Room 16 -Attich Mechanical Room (Average Load Procedure General - - - -- - - - ---- -- - - - - - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 4.4 ft. System Number: 2 Room Width: ' 23.0 ft. Zone Number: 1 Area: 100.1 sq.ft. Supply Air: 30 CFM Ceiling Height: 4.4 ft. Supply Air Changes: 4.1 AC/hr Volume: 435 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 13 CFM Percent of Supply.: 45 % Actual Summer Vent.: 3 CFM Percent of Supply: 9 % r Actual Winter Infil.: 3 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain N-Wall-R27 F+B 12.5 X 1.2 8.8 0.037 2.2 19 0.2 0 2 S-Wall-R27 F+B 12.5 X 1.2 15 0.037 2.2 33 0.2 0 3 E-Wall-R27 F+B 23 X 4.3 100 0.037 2.2 222 0.2 0 19 N-Door-11 D 2.5 X 2.5 6.2 0.390 23.4 146 7.4 0 46 UP-Roof-18A1-46c 4.3 X 23 100 0.024 1.4 144 0.5 0 46 Floor-19A-Otp 23 X 10 230 0.368 7.2 1,652 1.0 0 220 Subtotals for Structure: 2,216 0 336 Infil.:Win.:2.6, Sum.: 1.4 130 1.292 168 0.092 29 12 Ductwork: 0 0 AED Excursion: 14 Room Totals: 2,384 29 362 E ui ment-Coolin _.Loads — - - - - - Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load Item Name_ _ _ _Btuh_ _-_Btuh _ - Output per Hour Btuh _ Btuh Color television 683 0 100 100 683 0 Desk radio or clock radio 52 0 75 100 39 0 Miscellaneous Equipment_ -722 0 100_ 100 =722 _ 0_ i Total 0 0 f� I f I ' C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM 1 - Rhvac-Residential&Light Commercial HVAC Loads . Elite Software Development,Inc. Condon Engmeenng Moss Residence Mattituck NY 11952 Pa a 41 System 1 Room Load Summar Htg Min Run Run Cig Cig Min Act Room Area Sens Htg Duct Duct Sens Lat Cig Sys NQ-Name SF _ Btuh CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Kitchen 103 259 4,109 55 5,5,5,5 - 6,231 1,483 284 311 2 Living Room 104 510 5,325 71 5,5 - 3,186 850 145 159 3 Entry Foyer 101 128 2,966 40 3 - 857 30 39 43 4 Powder Room 48 634 8 3 - 48 21 2 2 5 Stair Hall 109 81 657 9 3 - 119 12 5 6 6 Laundry 108 64 683 9 3 - 640 12 29 32 7 Mudroom 107 72 1,822 24 3 - 353 34 16 18 8 Study 247 3,150 42 4,4 - 2,580 441 118 129 j Humidification 522 Duct Latent 237 Return Duct 224 0 138 System 1 total 1,408 20,094 259 14,013 3,258 639 700 System 1 Main Trunk Size: 10x14 in. Velocity: 721 ft./min Loss per 100 ft.: 0.068 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. Fcooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons— _._ Split- Btuh_ Btuh _ _ __ Btuh NetRequired: 1.44 81%/ 1'9% 14,013 3,258 17,272 Recommended: 1.56 75%/25% 14,013 4,671 18,684 Actual: 2.00 75%/25% 18,000 6,000 24,000 Equipment-Data j Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: ECO 155 24ANB724A*031* Indoor Model: FV4CNF002L Brand: WEIL-MCLAIN CARRIER AIR CONDITIONING Description: Natural Gas or Propane Boiler Efficiency: 95.1 AFUE 16.5 SEER Sound: 0 0 Capacity: 143,000 Btuh 24,000 Btuh Sensible Capacity: n/a 18,000 Btuh Latent Capacity: n/a 6,000 Btuh AHRI Reference No.: n/a 9188235 i I i I C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Moss Residence Mattituck NY 11952 Page 42 S stem 2 Room Load Summar 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 432 3,399 50 5,5 - 2,259 502 103 185 10 Master Bath 202 60 297 4 '1-4 4346 13 2 4 11 Bedroom#2 180 1,148 17 6 - 1,603 420 73 131 12 Bedroom#3 165 1,099 16 6 - 1,592 419 73 130 13 Bedroom#4 180 1,148 17 6 - 1,603 420 73 131 14 Hallway 207 169 1,697 25 4 - 877 38 40 72 15 Bathroom 206 72 526 8 3 - 201 16 9 16 16 Attich Mechanical 100 2,384 35 3 - 362 29 16 30 Room Ventilation 1,738 232 1,351 Humidification 1,523 System 2 total 1,358 14,959 172 8,774 3,208 389 700 System 2 Main Trunk Size: 10x14 in. Velocity: 716 ft./min Loss per 100 ft.: 0.067 in.wg Duct size results above are from Manual D Ductsize except where indicated otherwise. 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. ' Indicates duct sized with Rhvac's built-in duct sizing rather than with Manual D Ductsize. Coolin S stem_Summa __._ Cooling Sensible/Latent Sensible Latent Total —_..____Btuh_____..._._ _ _,..._Btuh_ u...,�_._ -.._____Btuh_ Net Required: 1.00 73%/27% 8,774 3,208 11,982 Recommended: 1.07 75%/25% 9,624 3,208 12,832 Actual: 2.00 75%/25% 18,000 6,000 24,000 Equipment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: ECO 155 24ANB724C*031* Indoor Model: FV4CNF002L Brand: WEIL-MCLAIN CARRIER Description: Natural Gas or Propane Boiler Efficiency: 95.1 AFUE 16.5 SEER Sound: 0 0 Capacity: 143,000 Btuh 24,000 Btuh Sensible Capacity: n/a 18,000 Btuh Latent Capacity: n/a 6,000 Btuh AHRI Reference No.: n/a 9394640 C:\...\Moss.rh9 Saturday, February 17,2018, 10:29 AM S \\\ SSS N, O• o I \ F C \ LA041, G �v �N 4..0 \ .t� �\ icy \\ 79 O . 4 '?;4 ,ROS�� ♦ `\`�� LA ` ♦♦♦ 41.3 ,��\\�`.:\\\\```_````=_'� '� STONE REVETMENT CIO 00 m 3 38 SURVEY OF PROPERTY ;oX40.1 SITUATE o* �0 ✓ ORIENT gi o mA TOWN OF SOUTHOLD X41.2 ✓ _ SUFFOLK COUNTY, NEW YORK ^% tz - - " /X" ?I. b S. C. TAX No. 1000- 13-02-7. 10 X Ali ✓ N C,< ; i t'N SCALE 1 "=40' me � � �✓ AUGUST 19, 2015 ENCLOSED ✓ Na FEBRUARY 1 , 2015 TOPO BLUFF 43.6 [ i4 �� AREA = 49,959 sq. ft. n 143.4 p 10 FILL�,o 1 14.fi� OIL CAP X42.3 ��-. I ° X X� 43y� (TO TIE LINE) 1 .147 AJC. HOUSE 24.4' I ME � � • 1 STOR& GARAGE m NOTES: 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM IZ 1 'a CS. BRICK �20' �o EXISTING ELEVATIONS ARE SHOWN THUS:M m BRICK &STEPS CONC. STEPS •°.a f STOOP 1 EXISTING CONTOUR LINES ARE SHOWN THUS: ------s----- rn I �1 �Bu1�G ENVEEO�--yam z• �a, � N 1 NI �� 10090. w I W� Ln 1 0l ° tr 1 FOONO PIPE .p I Lit J 9 A0 00 + I EDGE OF PAVEM'E� . PIPE W H �4o•p0' I: S -77 20 E EAL11 CORP '' t•o� �o PJ14 R N ''50.9' WAY 4n,LEGA"_ T Q5 as PAGE '2 LALALE7Arll 25. p E0 FIT &PCECELIA FouNo CONC• MON N I Z I �pESCR1BED ro I� FpONO MON• Ij CONC• 0 If 1 I 1 1 1 I I 1 I 1 Coll OMOSS EN J PJH R/ALTY CORP 1 ' 1 1 \y rn_ f^ Hyl O N 1 W �O 1 Y 1 I N N J \O 1 N 811'1 7'00" _ 52.00' W N PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED �S>'4S, BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 00„ FOR SUCH USE BY THE NEW-YORK-STATE-LAND /1 TITLE ASSOCIATION. �� o yr r;14 ` 4�t `11< 00. 1 X I� S. Lic. No. 50467 0 o g UNAUTHORIZED ALTERATION OR ADDITION Nathan Taft Corwin iii THIS SURVEY IS A VIOLATION OF �{ % SU I SECTION 7209 OF THE NEW YORK STATE v C71 t-1 EDUCATION LAW. p I COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND S EMBOSSED SEAL SOHA'LL INOTDBEECONS DERED p\�9 TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. 9 o ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. b IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout 236'± LENDING O D O 235,± TOTHE ASSIGNEES OF LENDING INSTII— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. \ THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS MAIN ROAD (S,R, 2 5/ AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 S \\\ SSS \ 0' ' � F o � 0 \ \ \ y'Sr O I `\OS�O'FO \ kqT� \ R SCq� Cp $b 4FSl Hpr/p gRO 1 Ie cy \\\ \9`0 irgppSq 0j- 3' D Hs D 6y' ' OP \` JAN 2 2018 LA 3 � � TOWrI OF SOUTHOLD ` ♦♦ � STONE REVETMENT ♦♦♦ OF N u! ) ♦♦ O m SURVEY OF PROPERTY z ) � v cl o a ) ` !♦♦ o SI T UA TE � ,p0.1� �m ♦♦ ORIENT rLn TOWN OF SOUTHOLD x t_1 SUFFOLK COUNTY, NEW YORK S. C . TAX No. 1000- 13-02-7. 10 SCALE 1 "=40' mui AUGUST 19, 2015 7R761 31, / r N FEBRUARY 1 , 2015 TOPO BLUFF "�m-I m / j a� JANUARY 21 , 2018 FOUNDATION LOCATION F� 1 1 �z / I1' 422—'1 — >1 ^' . u — I 18.0' o 44 `!8.5 1 P CONCRETE FOUNDATION AREA = 49,959 sq. ff. N top foundation EI. 44.1' I 1 180, a (TO TIE LINE) 1 .147 (]C. IZ 1 4751 w 19.5' 8.5' 1= m I 20.1' a 1 1 N m 1 1 I I 20, ,p Ilm NOTES: �1 ZD. 1 1 1 J 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 1 T EXISTING CONTOUR LINES ARE SHOWN THUS: gU11 DING Im 00 00 1 1 � 1 1 1 F I o 1 10p 1 1 ' 140 � I 1 W 1 f 140•p0 EpGE OF Pp,NEME� FOP W 0 �o" EREALTY CORP PJH N �3 0195 25. RIGHeER 5346 PA EE 7E PARpEL A�LEZAI�I. FOUND IN DEED & CEC \ SCRIBED GONG 0 1 0 1 FOUND 1� CONG• MON C 1 � 1 1 1 1 1 1 1 FOUND SON EN LONG OD 1 a N/DICORP ItD ` PJH REALTY 1 1 \Z 0 i `Ln �N 1 1_0UN \ UA 0)O •O 1 Y i \N N 1 O \� N 81.17'00" 152.00' W PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED `�S�srS, BY THE L.I.A.L.S. AND APPROVED AND ADOPTED bo . FOR SUCH USE BY THE,,NEW YORK.STATE LAND TITLE ASSOCIATION. `' \ Q, Cl APXI ., w 00, N.Y.S. Lic. No. 50467 o Io TOATHISORIZED SU SURVEY ISETION OR AVOLAT0N OF ION Nathan Taft Corrin III %h I SECTION 7209 OF THE NEW YORK STATE Irl �x EDUCATION LAW. Land Surveyor p COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED o`�7 TO BE A VALID TRUE COPY. "j CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. 9 t1 o ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. o Is PREPARED, AND ON HIS BEHALF TO THE `B o TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout 236'± LENDING INSTITUTION LISTED HEREON, AND 235'± TO THE ASSIGNEES OF THE TUUTION CERTIFICATIONS ARE NOT LENDIITRAN FEIRABLE. PHONE (631)727-2090 Fax (631)727-1727 MAIN ROAD (s,R 2 5\ THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS 1 AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O, Box 16 / ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 jz' N—CEIVED 01 SUFFOLK COUNTY DEPARTIN7_1 4T OF HEALTH SERVICES L4 N ,rin . C. �ISTRVCTED WORKS FOR r,—CC 0 </V SINGLE FA! ILY RESICIENCE a t 0 2010 H.S.RcF.N0. 9 10 th occ been 'rhp Sp.,A,-jCe disposal and%sTt_r sunny t?01�1!tn et I fOn h3" ell -1 11 and/or certified by this Deparl ent rOILIera-perciesandbundto 'C4Z F e'6 4S.." be satisfactaq FOR A KAXIMU, BEDROOMS. P0, 44 7,9, 94; 0 r D nD 4, 0 e Craig Knepper, P.E., Chief jj?PY 1 4 r 3 1 9 f�qg p Was 01� Un SUBJECT TO COVENANTS & RESTRICTIONS' LIRER 422 TOWN OF SO IOS .4cx STONE REVETME PAGt 401. OA, (R. m SURVEY OF PROPERTY SITUA TE ORIENT �\ clyTOWN OF SOUTHOLD " SUFFOLK COUNTY, NEW YORK 0 LEACHING POOL S. C. TAX No. 1000- 13-02-7. 10 )-z 0, tsl SCALE 1 =40' t' Ij---SAN KEPTIC AUGUST 199 2 01 5 T FEBRUARY 1 , 2015 TOPO BLUFF I FAD JANUARY 21 , 2018 FOUNDATION LOCATION CAS VALVE B i ELECTRIC44.4 FEBRUARY 13, 2019 FINAL SURVEY OUTLET ROOF OVER OUTSIDE C� STONE PORCH ��SHOWER APRIL 16, 2019 ADD WELL TIE DISTANCES CONC,WALL AROUND 18.. 44.5 AREA = 49,959 sq. ft. TE, To BASF C�i 8.6 BASEMENT S MENT SLATE ENTRANCE 2 STORY FRAME HOUSE i� WALK ELECTRIC Ui b. (TO TIE LINE) 1 .147 CC. PANEL 2.5.IS 1&0, P 0 - 6. O�—SLATE (2) 47.64:6',,, P L4 19 C1 ri IN SAND UNITS m00 -A ROOF �'t ROOF OVER STONE PORCHF On )m OVERHANG 53.0' -4 D C 4. ' I SEPTIC SYSTEM & WELL TIE MEASUREMENTS 4 PORCH PORCH UNDERGROUND PORCH PORCH 1UROPANEm1 CORNER A CORNER N] CORNER CORNERFD] TANK ER 0 4> 00 SEPTIC TANK COV 0056' 29' COVE O. LEACHING POOL 66' 49' COVER ip FOU WELL 72.5' 1 FOP Z V D \,N N 'IT A0.00 77"23'Zo bTIOIF CORP 10* Pj14 REALTY rT 10 4r FAI�VIZ LALP-11 jRIGjIT OF Pplr 25' OB01 CELIA LALFZ; IN OtED 8C CE C014C. (D F0111111MON. "llic. FOU140 T4 co rj/o/-FY CORP I)JI, READ LAC-) C) 0 4-0 cr� % Ln tj 152.00- W PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND bo ' TITLE ASSOCIADOW-- IP 00- 2Q, zo � N.Y.S. Lic. No. 50467 : C� C, t-1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF Nathan Taf t Corwin III SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING -ALand Surveyor z' r�'8 THE LAND SURVEYOR'S INKED SEAL OR -�p k,� I EMBOSSED SEAL SHALL NOT BE CONSIDERED t-1 I TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. 00 ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. 0 m IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND 236'± 235'± TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 ---- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS MAIN ROAD (S .R. 25) THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 Z rTFB PRECAST CONCRETE ISSUES/REVISIONS TRAFFIC ^/ BEARING SLAB. O S\' CRASS SHOULDER vv 0 AREA. TYPICAL RIDGE 4.0 SO, 40 GRADE GRADE RIDGE TENSION STRAP J2•SPACING wSl �G, 111 - ti ALLOW"HOLDDOWN - (11 1111 INSTALLATION N J F30- ORNBCTED T TRA N FrR TO So .J�..�:/'2'� 4„Y•i TRANSFER SHEAR _ V a IDGE RD - (2)1 Gd COMMON O [NDWALL Oti 4/4,, /\ - a®®®® J q J"O 1313 ®®® ,00Pe�P Dewqu / CLEAN SAND& WOOD BEAM PER WICM SBC TABID 2.4 51 ALL L \p 00®®® GRAVEL �D� PROVIDING G M 8D COMMON NNL9 L1 S ®®®® IN EACH END OF I-1/4.20 GAGE STRAPS CORNER VV /'� FOR 120 MPH FA5TE5T MND 5P®. T �U O S•gAME'TER><(VAPoES) 79 f^'9A A f LEACHING`RNG. CR055 SECTION END VIEW HOLDDOWN 6. ' `p I/p/�� H -ROUND AS NEED® 1/2'=1'�' ll ,l[J� �` WATER TEST HOLE DATED 4/14/201 G 111 =11111 A �� CLEAN SAND&GRAVEL 6, DARK BROWN LOAM OL M'9jQ 0.5' �8 6.5 SgNO 4.0 r-0-IYfn. ro-Dm. ra-MIR. BROWN SILTY SAND 5M __1 e�C J'n 9 O Typical Section @ Leaching Pools - - OGREY SILT ML Scab:"."TS O 3 �' PROVIDE 8.8d COMMON NAIL5 IN EACH END Or 1-1/4•. N .�� ION Backfill Leaching L- AT GAGES TRAP FONNECTION(TABRCONNEC7M- BROWN 51LTY SAND Locking Casting ATR 120Mf rASTMT%WID(TABP3.3B)WPCM-1995 3 FOR 120 MPH FASTEST WIND SPEED 5.7 WITH GRAVEL 5M Pool with Clea To Grade Main Building 43 7 Sand 8' Q1 1000 Gallon Tp 23'0' -septic Tank F OF 4.0 F.F.EL 44.2'6 = ^l CfjPF BROWN AND PALE BROWN El= ¢ - 51LTY5AND SM EEL 39.4' FLOOR 57 � � 36.0' IE EL 40.0' _ \ PALE BROWN FINE SAND 5M \ 1 E EL 3..8' =L 41 7 \ 4o.a IE EL 8.9' J `° 4• 4" SDR 35 PVC PROVIDE8z8d COMMONNML5INEACHBNDOFI-1/4•. C. 0 WALL TO FOT ND TION OCONNECNON5 frABLP 3.3S)AND / 6 WATER IN PALE BROWN FINE SAND 5P LID Wast Line FOR 120 MPH FASTB5T WMD SPEED. I F'4nnr.O sT 4'-0. M 48.01 11 Pitch %4 1nchq4 � 41.3 ENTFO per Foot 14 w, WATER ENCOUNTERED 40 -H I Flcw Baffle 4„ �1 OFRp A p 16 1 v BELOW SURFACE l�8' .MOST FLOOR X4 .4 MqA OgSS/ON F 6� 18 . \ N I P/;Tq� yq �F'�40.1 22 0 OTO FR ZgRO 24 BASED ON SURVEY BY: S N 26 NATHAN TAFT CORWIN III °. �4" SDR 35 PVC Waste Line N �O �� 28 C� LAND SURVEYOR WATER ENC'LOUNTERED AT 40' BELOW GRADE Pitch- %$ Inch per Foot 0 6,, 4,, 4S 38.8 32 DATED SCALE: NTS 34 19 AUGUST, 2015 UPLIFT CONNECTIONS z� 1 \8`3 38 SCTM: 1000-13-02-7. 10 SEPTIC SYSTEM DIAGRAM o� x40.8 40.7 � CONNECTIONS DETAIL R-80, EXISTING NONCONFORMING SCALL '= ,'/21V' Q=-1 41.3 x \ OCt. 27, 2017 1 O =� 1 AREA: 49,959 SF Sept. 30, 201'7 -n � x40.1 \ I .3G ACRES r*►� m NAILING SCHEDULE FEB. 6, 2017 NOTE: EXISTING ALLOWED COVERAGE: 20.0% (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR LO 1 HOUSE TO BE x40.6 EXISTING COVERAGE: 5.0% ONE AND TWO FAMILY DWELLINGS 2017 5BC HIGH WIND EDITION) 00D DEMOLISHED AND I PROPOSED COVERAGE: THESE PLANS ARE AN INSTRUMENT OF SERVICE JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING N Ln REMOVED. 2,729 SF = 5.5% AND ARE THE PROPERTY OF THE ARCHITECT. - CP v x42• ROOF FRAMING INFRINGEMENTS WILL BE PROSECUTED J � �� 6 SETBACKS RAFTER TO TOP PLATE (TOE-NAILED) 3 PER RAFTER 2017 ALL RIGHTS RESERVED CONSTRUCTION FRONT YARD: 50 FT CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER J015T rn1 SIDE YARD: 20 FT MINIMUM (ONE SIDE) CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP W 41 DEBRIS BARRIER 1 40 FT MINIMUM TOTAL CEILING JOIST LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP n x ^ _ _ _ EAR YARD: GO FT RIDGE STRAP(EACH END) 2 PER TIE 8--o.MAX c.toa �I BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END -------- C' 41.5 RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END x WALL FRAMINGGRADE U. 0 TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT N =W Robert I. Brown O \ 41.8 /3 3 CZ �APPROX. Co ATION TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-I Gd JOIST EA.SIDE 1�/ j f m =U. Architect, P.C. �\ / � � STUD TO STUD (FACE NAILED) 2-1 Gd 24"O.C. F� 4 f ry �F f Y• . s-M -n LEACH G P / 42.9 1OF EXISTING HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES '� 20S BayAve. Greenport NY r Z -1 iI $� 1 x ti TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4, 2xG, 2x8 �O� in IO@ibroWnarchiteCt.com 0 e tm AN ITARY SYSTEM L' '�, � \ BOTTOM PLATE TO FLOOR J015T, BAND JOIST, O � m T�(NK/ \ \O IBASED ON SURVEY END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT �� 631-477-9752 p U, XP NSI BY OTHERS FLOOR FRAMING PERSPECTIVE VIEW fT► I JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST ^ _n PPROX. OCATION �� I \ BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END IT IS A VIOLATION OF THE LAW FOR ANY PERSON, `_, ri ST L x1,�rT G SEPTIC SYSTEM t+ BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END 36" MINIMUM 2 x 2 UNLESS ACTING UNDER THE DIRECTION OFA `V CA IO `43 J TQ B AND SEPTIC "� t� N BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK FENCE POST LICENSED ARCHITECT,TO ALTER ANY ITEM ON 42.3 N I LEDGE STRIP TO BEAM (FACE-NAILED) 3-1 Gd EACH JOIST THIS DRAWING IN ANYWAY.ANY AUTHORIZED x \ JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER J015T WOVEN WIRE FENCE ALTERATION MUST BE NOTED,SEALED,AND z 3 NOTE: APPDXIMATE z 4 APPROX. LOCATIO BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PER J015T (6 x 6 - 10 110 WWF) DESCRIBED IN ACCORDANCE WITH THE LAW. LOCATION OF NEW OF HOUSE BASE ON SURVEY BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-1 Gd PER FOOT B 'URIED 500GAL _ _ __ '- BY OTHERS FILTER CLOTH LP-GAS TANK. MIN. - - - 0 4 .21 � � ROOF SHEATHING 1 50' FROM WELL i 1 z 4 I n 5TRUCURAL PANELS 8d (TABLE 3.8) SCOP a SFV D ARCy� ❑ / DIAGONAL BOARD SHEATHING E �t;5 FIT I.g�'O TSO Ii 2 Q / I OxG"OR I'x8" 2-8d PER SUPPORT I x 10"OR WIDER 3-8d PER SUPPORT EMBED FILTER CLOTH GDF MIN. 6" INTO GROUND F I I '_ H _ CEILING SHEATHING L m / ___1 z z = p GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD 4" _ 1 \ m Z � WALL SHEATHING NOTE: s�A o�� z \ \ 1 / 1000-13-2-7.7 5TRUCURAL PANEL Sd (TABLE 3.9) MAXIMUM DRAINAGE AREA Ewy 0 FIBERBOARD PANELS 1/2 ACRE / 100 LINEAR FEET APPROX. LOCATION �? / 7/1 G' Sd 3"EDGE/G'FIELD OfHOU BASED ON SURVEY / m 0 EW WATER SERVI LINE ( / EXISTING WATER SERVICE 25/32" 8d 3"EDGE/G"FIELD BY OTHER F QM NEW WELL 1 LINE FROM EXISTING WELL AT GYPSUM WALLBOARD 5d cooler5 7"EDGE/ 10" FIELD SECTION DETAIL CLIENT OWNER \,\ BOTTOM OF RIGHT OF WAY HARDBOARD 8d (rABLE 3.9) PAKTICALBOARD PANELS Sd (TABLE 3.9) SILT FENCE DETAILS FRED AND DEBORAH / OO N011 ` - DIAGONAL BOARD SHEATHING D (NAGE CALCULATIONS I NG"OR 1'x8' 2-8d PER SUPPORT SCALE:PITS 1 co < / ZO E 1: GG8.0 SF x O.17 = 113.6 CF REQD. I'x 10" OR WIDER 3-8d PER SUPPORT MOSS PR VIDE (1) 8'DIA x 3'G"D DRYWELL = 147.8 CF FLOOR SHEATHING 5TRUCURAL PANELS PROJECT TITLE I = \ Z NE 2: 759.0 SF x O.17 = 129.0 CF READ. I"OR LESS 86:1G"EDGE/ 12"FIELD TE: PROPOSED N PROVIDE (I) 8'DIA x 3'G"D DRYWELL = 147.8 GF GREATER THAN I"I \- I Od G"EDGE/G'FIELD CONCRETE \ DIAGONAL BOARD SHEATHING NEW RESIDENCE w WASHOUT AREA I k f� ONE 3: 586.0 SF x 0.17 = 99.6 GF READ. I'xG" OR 1'x8' 2-Sd PER SUPPORT CLIMATIC AND GEOGRAPHIC CRITERIA ROVIDE (1) 8'DIA x 3'G"D DRYWELL = 147.8 CF I N 10"OR WIDER 3-8d PER SUPPORT GROUND SNOW LOAD 20 PSF (PER FIG. R301.2 (5) RCNY5201 5) 1 g DEMAREST ROAD APPROXIMATE SEPTIC SYSTEM I o \ 5 5 LOCATION FOR 1000-13-2-7.9 m W GRAVE \ ZONE 4: 562.0 5F x 0.17 = 95.5 CF READ. WIND SPEED 130 MPH (PER FIG. 8301.2 (4) RCNY52015) ORIENT NY N'-,A5 PER INFORMATION FROM z W / \ DRIVEWAY: PROVIDE (1) 8'DIA x 3'G"D DRYWELL = 147.8 CF SEISMIC DESIGN CATAGORY B (PER SECT. 8301.2(2) RCNYS2015) W m Q / WINTER DE51GN TEMP I I*F (PER TABLE N 1 101.2) O'N\ I j 01 APP OX. L T10 STEEL EDGING TH ING WE FOP 0 I- OF OIL ST CtC�IL ARER" RCA BASE A BE PE FLOOD ZONE X (PER FEMA MAP) FROST LINE DEPTH 3G" 2" OF 8' GRAVE03 / BA DO WEATHERING PROBABILITY SEVERE (PER FIG. 8301.2(3)RCNY52015) DRAWING TITLE \ J \ NWELL DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) I ROOMS OTHER THAN SLEEPING 40 PSI (PER 30 PE TABLE 1 .5 RCNY52015) SITE PLAN SLEEPING ROOMS 30 PSI (PER TABLE 301 .5 RCNY52015) 1000-13-2-7.9 CA - - - 40 00 L AN ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 301 .5rRGNYS201 5) ' v ATTICS WITHOUT STORAGE 10 P51 ? Mj��u reg vEM� Q�AL /F p I STAIRS 40 PSI (PER TABLE 301 .5 ReNY520 t�7 1 °I° of PP N� E ZA SCALE: 1 " = 30 ' f �-' EpGE �� W I Z - ?1)1 22 JANUARY, 2019 SCALE i' = 20' oNo 0 RV �, . - . Z0 E F P11'E ��0 2� 2 P / 019 N -7n I 1 DRAWING NO. I ` e \ 14'00 � --� - _ ,•i I N�(")IF CORP ISSUES/REVISIONS INSI CATION 5CHWUL� FOUNDATION WA115- 2" PIGID IN51]L,AT EXTEMOP PFPIMFTFP OF FOUNDATION WALL5. jol lo 15T FLOOD J015T5- 2" CLOSED CELL SPLAY FOAM WITH P-22 BATT IN51LATION, TOTAL P-29 ol 6-611 2ND FLOOD J015T5 s 2" CL05FD CFLL 5PPAY FOAM j 10 WITH P-22 BATT IN5I.LATION. TOTAL P-29 I'-6" 15'-O" I'-6" 2'-1" 2'-1" EXSPIOP WA15¢ 2" CLO5FD CFLL 5PPAY IN FOAM INSLL.WITH P-I513ATT,INSILATION. TOTAL- P-24 POOF PAFTI;P5 s 11/2" CL05W CELL 517PAY FOAM INSLLATTON P-50 LINE OF 5TEP5 ABOVE -5EF FIP5T FLOOD PLAN-TYPICAL v fl 8" THICK POUPED CONMTI CUPI3(MIN. 3'-O" BELOW GPADE) AT PEPIMETEP OF PA-T110-TYPICAL, 7 L — J — J L — A L J • ' `'� 8" THICK POUPEt7 CONMTE CUPI3(MIN, 16" x 16" CONC.PLK,PIFP5 ON 2'-6" x '5'-0" BELOW CAM) AT PFPIMFTEP OF 2'-6 x V-0" t2EEP FOOfIN65-TYPICAL 16" x 16" CONIC.PLK,PIFP5 ON 2'-6 x PA110-TYPICAL O 2'-6 x 1'-0" MFP FOMN65-TYPICAL COMP HOLI70WN513Y'51MP50N' 12" THICK POUPFt7 COMMS FOUNDATION COPNEP Hat2OWN5 C3Y'51MP50N' MODEL # H12Q8-511753 Or,EQUAL WA15 9'-411 HIGH WITH 2" THICK NX &1 MODEL # HO08-5953 QP EQUAL t:• 8' INSTALL A5 PFP MANLY. 130AM INSILATION ON EXTEMOP INSTALL A5 PEP MANLY. CP 5PECIFICATTON5-TYP, 5PECIFICATION5-TV. O GAL DKYWELL FO N . . OCT 2], 201] QN . Sept. 12, 2017 -i — — — — — TOP OF WALL A — — — — — — — — NEP HOLDOWNS 6Y'SIMPSON' • ►•- FEB. 21, 2017 ' :• ' ' :. ':: . FEB. 6 201 d 4° ABOVE GRADE I � � I •• ^— —►— �•' INSTALL A5 ITP MANLY, 7 up 13r @ 17'-6" II'-O" II'-O" 10'-fl" 10'-�}" " 7'-10" ' 8° 12T @ ( AF SPFCIFICAT10N5-TYP, 9-1/21 ' I I •: THESE PLANS ARE AN INSTRUMENT OF SERVICE•. '' 3 I/2" dia.STEEL LALLY 3 II/2" dia.511;EL LALLY - AND ARE THE PROPERTY OF THE ARCHITECT. �, COLUMNS ON 36" X 36" X 12" COLUMNS ON 36" X 36" X I2" I ' I INFRINGEMENTS WILL BE PROSECUTED N �: SULANT3 VATED ` I U OFFP CONCkETE FOOTINGS OEff CONCPFIF FOOTINGS - _ I :,. I • I 2017 ALL RIGHTS RESERVED :: N (TYPICAL) F <TNPICAL) N �, �p yr '• I x I I(2) I-3/�}" XII-7/8" 2,OE MICP LAM L - - - - - I - �'• I I N Q FLU5H WITH JO ST5 - - - - I I I LINE OF PATIO AND 51fP TO GPAt2F BELOW I I I I 8 THICK POUVED CONC. - FON WN.L59'--4" NIGH -:..•'•::. • ..,... ...: �, .•.,. . . .. - Robert I• Brown BASEMENT WITH 2" C3L THICK llF I A• ': N � I �.' 1301LEP WA11;P A �-�'SINK 4" POUPFD CONCPFII;%A13 `. '—, -..•----.. 130APD IN51LATION ON Architect, P.C. d I 00 AMP NANDI Ft? FJFCT OVEP 6 MIL.VAPOP 6APPIFP O FXIEPIOP I I FC)P IstF lil MP WITH 6" X 6" W.W.M.WINF. N 20S Ba Ave. Green ort NY LFCTPIC PANEL U I I ro I I 1nT0@r brownarchitect.com I — — — — — — — — — — — _ _ Iz- 631-477-9752 ► .• _ • 3'-8" . :• .:, . .•. . • : . . :r (Z)I 1-5/4"XII-7/8" 2.OE ML LVL _ — — — — — — — — 8" THICK POUPED CONCPETE FOUNDATION x O FLUIH WITH J015T5 - - x p x N \ I ED WN-L5 9 -h" HIGH WITH 2" THICK BLUE T I - - 8 x `° f30APD IN5 LATTON ON EXT EMOP — _ .• IT IS A VIOLATION OF THE LAW FOR ANY PERSON, MOPPED FLOOD JOIST SILF C SEE I t N N ; yp ,;- ►: UNLESS ACTING UNDER THE DIRECTION OF A DETAIL DWG.N0. ) TYPICAL , v ►. - LICENSED ARCHITECT,TO ALTER ANY ITEM ON • .�(2) I-3/4" X I I-7/8" 2.OE� - - - - - THIS DRAWING IN ANY WAY.ANY AUTHORIZED e- - - ►: •-• i► ;: .►, ► * • '.' . .. ' + PETAING CLp3 FOP ALTERATION MUST BE NOTED,SEALED,AND COPNFP HOLDOWN513Y'51MP50N' ;. :. ;.. : L LVL ( ►• :. : _ ., • ,. . .• •�►:',; ,:, . r., PATIO/LANDING = DESCRIBED IN ACCORDANCE WITH THE LAW. LUSH WI JOISTS MODEL # HOQ8-SD53 OP FQUAL IN5TALL — —, — r— — — — — — — — — — — — — A5 PEP MANLY.5PFCIFICATION5-TV. COPNEP NOLDOWN513Y'SIMP O _ gn I I !' 12" THICK POLIVEt2 CONCPETE FOUNbAfl O MODEL # NOQB-SCJ53 OP EQUAL O EGD AFS � � ' -I � -1 — — — — — — — — — — — — WALLS 9 -�} HIGH WITH 2 THICK l3LI,CE INSTALL AS PEP MANUF. � �S�CaT I•e Cy�� I ( I :'• ;' : • - :.►rr :, . •: 130APD INSlLAT10N ON EXTEPIOP. OPOPPED TO f3EAP FLOOD JCh5T5-SEE DETAIL 5PECIFICATION5-TYP, •� ;y.. � . r. ... ; I"i=fj —:t 16" x 16" CONC.NX PIFP5 WITH C3PICK t. 16" x 16" CONC.NX PIFP5 ON 2'-6" x COPNEP HOWOWN5 PY'51MP5ON' VENEEP ON 2'-6" x 2'-6" x P-0" MEP 2'-6" x V-0" MEP FOOTINC45-TYPICAL - ° N MODEL # HOQB-5D53 OP FQLIAL N FOOTIM65-TYPICAL _ INSAL A5 PEP MANUF, r _ r _ r _ r 5PECIFICATY . 4 NV CLIENT/OWNER 8" THICK P01.l�D 5'-0"6OWGPAf2E) AT FRED AND DEBORAH PEPIMETEP OF PA110- E> mossTYPICAL EQ. 10'-1O" 101-9" 4.-811 3'-2" 7'-1 O" 7'-10" " 7'-2" 1'-q'1 NOTE: f30TTOM OF ALL POMN65 5HN.L M 2'-0" (MINIMUM)AI30VF PROJECT TITLE 8'-211 181-0" 20'-1" 19'-6" 81-611 3''O" -O' GPOUNn WASP AND BEAD ON W15TIM19 SOIL NEW RESIDENCE le NOTE: 1585 DEMAREST ROAD BOTTOM OF ALL FOOTIN65 SHALL ORIENT NY 13F V-0'' (MINIMUM)BELOW NOTE; EXI5TING 6PAI2E AND MAP ON PPOVIDE DOLME MICPOLAM FLOOD J015T5 UM215Tl.I [9 SOIL UN7CP ALL PAPALFLL PAP]ITTON5 AND AT 5TAIP DRAWING TITLE M U N DAT I O N/DAS E M E NT PLAN OPENINGS. SCALE: 4" = I'-o" FOUNDATION PLAN DEC 22, 2017 SCALE 1/4" DRAWING NO. ISSUES/REVISIONS IN91LMON 5CHRAJ,� FOUNDATION WALL5- 2" PIGI19 IN51L.AT MOM MVIMFTEI?OF FOUNDATION WALL5. 15T FLOOR J015T5- 2" CL05F9 CALL 5PP-AY FOAM WITH P-22 BATT IN1 LLA110N. TOTAL P-29 2ND FLOM_10155- 2" CL05ED CELL 5MY FOAM WITH P-22 BATT INSILATION. TOf&P-29 EXTFOM WALL5- 2" CL05FD CELL SPRAY IN FOAM IN51L.WITH P-15 BATT,IN51LMON. TOrAI. - P-24 I5'-0" I'-6" 2''I" 13'-q" 2--l" 8'-6" WOF IZAFT IP5- -7112" CL05W ML SPLAY FOAM 10 IN5I1ATION I:-50 IO" cOMP051TE 5QUAPF COLUMNS WITH TUSCAN CAP&BA5F BY'l-10AG, POW AND PAW 2 COAV5-TYPICAL p C 3) 13/" X 9Y" 2,01:MICPaAM LVL nN C 3) 1 V/" X 9/2" 2.OE MICPCtAM LVL - GI�EP GI P nN o N (5) 13/" X 9Y2" 2.OF MICPOLAM LVL 10" cOMP05is 50M COLUMN5 WITH GI�EI: o PATIO p TUSCAN CAP&BA5F BY'H,B,&G'. POW STONE PAVEPS 0M 5MV BA5E 19N1 o � ANI?PAW 2 COAt5- IC& O p - cp ii cD ,L = 0 x x --` OD = 0 0 0 0 Q N 2 2 OCT of O 7 7 ` - 6 � -� O - D , ouT oo , n s o R � I 2 ISept. 12, 2017Y�-�AB GAs = FII�rLALI INS 5 1z t71llCT VENT TM I W Z N AL — s rrOVll71 ALLOWANCE A5 rFf?MANLY. Q. :..:.::.;`k `} POUPFD CONCMI sv FM Iran AW ,, „ OVEt;6 MIL.vAPol:BAIEf; : > = FEB. 6 2017 r: CABINI:T5 AN17 5TONl COUNT�r for I 104 I 1 0 105 2" OPENI G 1116" X 6"W,W,M.PEINF. ' - 1 OG I i I n I 0 � I N 9 6yiIL y2" I'' Z8 'I N O THESE PLANS ARE AN INSTRUMENT OF SERVICE — STORAGE AND ARE THE PROPERTY OF THE ARCHITECT. I = - 1 �z LIVING ROOM � � INFRINGEMENTS WILL BE PROSECUTED N I 103 ( co 9 CEILING (.FILING aoiZ ALL RIGHTS RESERVED LOOt;S I OAK FLOOP5 F /� ACCESS PANE OAK F - �7 2'-6 o o I ® ® 2' 6" ® o ® .'` ® I - I 1 O - KITCHEN Opo � O I I 7 9 - aU - L.— _ J - N � CEILING � - I OAK F x ti F- LOOt;S N 18 - I v� PATIO ED — z - O N N v J N I I -.o - SPAtOVEN 8 -6 DOPPDSOFFIT MUDROOM I :5 Robert I Brown wn LAUNDRY 9 C ING 8'-6" DtoPPED SOFFIT 9 CEILING OVFI:A Architect, P.C. I5 = 109 MOP FL, I6 CFt?AMIC FL. 5AN19 BA5F KITCHEN CAPW5 BY OTWT5 �„ 6/„ Z0 ax Ave. Greenport NY N 6'-10" 7'-I�" 16YJ. ACOU51ICAL = - in o@rlbrownarchitect.com o I 08 - IN A110N - SlL C 2) I X 16 M. . LVL 2. 2 L OF � ALCOVE a O 477 3 N 3 9 5 — X 16 MICP01-AM 19�. <Z) I 107 PWDR. RM. to I " 2 INF of WALL N 16 N CEILING I 2 IZ 101 0 V BENCH WI1N 5T0r.BLOW p CFP.AMIC FL• O -� ` I.P - IT IS A VIOLATION OF THE LAW FOR ANY PERSON, n - O D - � 12 ' w. - 7 y N 6 U LESS ACTIN N - ,,�/ - G DER THE DIRECTION "V � UOFA Y Y o1.�rrEn 9 2 2 2 2 9 O O I _ N _ LICENSED ARCHITECT,TO ALTER ANY ITEM ON _ - O N Z ENTRY FOYER THIS DRAWING IN ANYWAY.ANY AUTHORIZED , , O ALTERATION M �O O USI'BE TED EA O I O SEALED,AND ro - - 9 CEILING , � CLOS. DESCRIBED IN ACCORDANCE WITH O H THE LAW. OAK FLOCV5 SCONE PAVEI:S OVEP.A Z CEt?AMIC T1LF FL 9m - 3'-I" 6Y2" SAND BASF WITH FLOOI;m IN O �_ 0 0 At WASHFI:/W U C 3) 13/" X 9/"2,OE MICI?OLAM LVL ��. COVERED PATIO C7 R O G II�EP _ O „ O O R .G 7 7 - 2 � O �7IZAN50M O Q IGT @ 10" = 13 " ' � �f�'. .,,�� A130'VI: 10''0/2' 10'x" y � -0„ -611 NE`s C 3) 1 3/" X 9/2" 2. MlaOl-AM LVL <:'. C 3) 13/" X 9/" Z.OF = MIcrGtAM L - I VL GII DEP G PDDEEP O O CLIENT/OWNER < U> O,> FRED AND DEBORAH E> MOSS EQ. 101-101, 3'-211 h'-8" 101-91, 3'-2" T-10" " T-21111 PROJECT TITLE 7r 7r I8'-0" 20'-1" 19'-6" a'-611 -5,-011 1-0' NEW RESIDENCE 1585 DEMAREST ROAD ORIENT NY DRAWING TITLE FIRST FLOOR PLAN F1 KST FLOOK SCALE: :V" = 1'-0" 1 ,550 SF DEC 22, 2017 SCALE1/4" = 11-0111 DRAWING NO. b �- 1551-115 REVISIONS V THICK PRECAST CONCRETE TPA FIC GEARING SLAILI: ELECTRICAL RASSS -D 0 AR AREA. RIDGE INSPECTION REQUIRE 0 GDE GRADE RARIDGfTrN5IONI5TRAP 112-5rACING CO 4.0 AMOW5 HOLD7 1145TAILAtION • COME 5" ENOWAIL CONNECTED TO TR_AN5rER SHEAR AP VED AS NOTED RIDGE BOARD-,--*' (2)16d COMMON ENDWALL DATE: 4),m rIlDrWALL O SLOFED 5FAT FEE. 6,6 0/� J015T _M 370 0 .�O�'c a� �/ _ ®®®®® NANG WOOD BEAMPER WrCM 513C TABIf 2 4 SIDrWALL BY:GRAVEL PROVIDING 6 rA 80 COMMON NAIL5 RIDGE NOT FIN EACH END Or 1-1/4'20 GAGE 5TRAM RIFYBUi, AT TOR 120 Mr"rA5TMT IMND 51PEED. VDIARIETER.I[VARMS) d PREC T CONCRETE 765.1802 8 AM TO 4 PM FOR THE SIG RING. 19 LEACHI CROSS SECTION END VIEW HOLDDOWN c? A5 NEEDED FOLLOWING INSPECTIONS: )0 !!!_G"OU"D 6. 76 �T 11111=WATER 1. FOUNDATION - TWO REQUIRED o 'Sig TEST HOLE DATED 4/14/201 G FOR POURED CONCRETE �_Fl ITI A/ 2. ROUGH .1 PLUMBING CLEAN SAND GRAVEL 3. INSULAI DARK BROWN LOAM OL 4. FINAL 4: MUST 0.5' BE CON*.�-' 6.5 4.0 BROWN SILTY SAND 5M ALL CONST SHALL MEET THE 0 19 Typical Section aching Pools REQUIREME.' THE CODES OF NEW 1�4_ 790 9.0 CIA/ GREY SILT ML YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. C14 PROVIDE 8.8d COMMON NAIL5 IN EACH END OF 1-1/4'. 20 GAGE 5TRAP roR LATERAL I 5"EAR CONNECT Backfill Leaching AT RATTER WALL CONNIECnON(TABLE 3.313)WrCM-1995 BROWN SILTY SAND Locking Casting rm 120 MPH rA5TE5T WIND 5FIEED. WITH GRAVEL 5M Pool with Clea Main Building COMPLY WITH ALL CODES OF 5 7 To Grade 8' 0 1000 Gallon NEW YOPK STATE & T04NIN CODES Sand C\I Ni 43.7 23.9 Septic Tank AS REQUIRED AND CONDITIONS OF �'o F.F.EL 44.2' of 40 --E-L-43' BROWN AND PALE DROWN rLOOR SILTY SAND 5M PU 'IV! LbANNI W1 BOARD IlEiEL39.4' "5_r 5.7 3G.0 IE EL 40.0' EES " ")OCEEC WITH PALE BROWN FINE SAND 5M DO NO i �- IE EL 3 .8' FRA',,-!? ;:--, !JI`1TIL SL RVEY- 40.0 PROVIDE 8.8d COMMON NARS 41.7 IE L 38.9' 4" SDR 35 PVC -PND0,F-FOUNDATION LO"ATION ?-4 FOP, 5TRAP @ ROOr TO egg TO WALL,AN Wast Line WAU TO OUNDAnON CONNrC9ON5(rAftr 3,35) HAS BK WATER IN PALE BROWN FINE SAND 5P FOP,120 MP"FASTEST WIND SP®. EN APPRC JED. 6 OCCUPANCY OR REVETMENT Pitch 4 Inch CO MENT 41.3 01<- __0 _ __ _ per Foot USE IS UNLAWFUL *\ 40. )_Iq_� 48.0 - I 76;�- 2- FI w Baffle-/ 04f -14 WATER ENCOUNTERED 40 rLOOR WITHOUT CERTIFICAT[ 16 BELOW SURFACE 81 CROS or- _�18 8 1 x 414 4P 04 All exterior light ng OF OCCUPA\V'1y 0 EL 3' 0 4 0. ___-22 or installed, replace, OTO BASED ON SURVEY 13Y: Cn 4 NATHAN TAFT CORWIN III �4" SDR 35 PVC Waste Line • paired shall con firm No. ON 6 repaired 1A1, __-28 f1i LAND SURVEYOR WATER EINCLOUNTERED AT 40 BELOW GRADE Pitch- 1/8 Inch per Foot I( N�� 4 30 DATED to Chapter 17" DnA14AGE INSPECTIONS ArM n!:OUI!IED o 6S 4 S 3B.B _�34 19 AUGUST, 2015 SCALE: NITS of the Town Cc 36 UPLIFT CONNECTIONS Contact TOS Engineering at 765.1560 before z 83 --- 38 SEPTIC SYSTEM DIAGRAM Backfill,OR PrOvIrlm Enjineer's Certification 40.8 40.7 SCTM: 1000-13-02-7. 10 CONNECTIONS D E T A I L th2t th,�drainage has seen installed to Code. X r,i--j: X R-80, EXISTING NONCONFORMING 41.3 0 40.1 AREA: 49,959 SF Blower door I-AUst provide Manuals TRUSS PLACARDI"IG r1CQ"JI' D 11 C:) X I .3G ACRES and ductwork FEB. 6, 2017 D NAILING 5CHEDULE D9 J and S as per � ALLOWED COVERAGE: 20.0% (PEP,AF t PA AMERICAN WOOD COUNCIL WFCM FOP, testing required. 14YS Energy Code 0 40.6 EXISTING COVERAGE: 5.0% ONE AND TWO FAMILY DWELLINGS 2017 513C HIGH WIND EDITION) C0 100-P� PROPOSED COVERAGE: JOINT DESCRIPTION NUMBER Of NAILS NAIL SPACING THESE PLANS ARE AN INSTRUMENT OF SERVICE tJ (j) 2,720 SF = 5.5% AND ARE THE PROPERTY OF THE ARCHITECT. 42.3 ROOF FRAMING PLUM[31N(.-_-, INFRINGEMENT'S WILL BE PROSECUTED X_ SETBACKS 3 PER RAFTER ALL PLUMBING WAS3TE 2017 ALL RIGHTS RESERVED 01 5 RAFTER TO TOP PLATE (TOE-NAILED) CONSTRUCTION 6. FRONT YARD: 50 IT CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST -,4-WATER LINES NEED DEBRIS BARRIER SIDE YARD: 20 FT MINIMUM (ONE SIDE) CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP TT STNG BEFORE COVERING 00 41. 40 FT MINIMUM TOTAL CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP X RIDGE STRAP(EACH END) 2 PER TIE AR YARD: GO FT 18'70-MAX r_to a BLOCKING TO RAFTER(FOE-NAILED) 2-8d EACH END 41.5 RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END GRADE X WALL FRAMING 0 U. Robert 1. Brown L TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PEP,FOOT 4 4 LU TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1 G61 JOIST EA.51DE sw ru_j 2:U. -13.3 17� OX. L-�)(-ATJON 4 )APPIR, STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. 41 MIN. Architect, P.C. SITING HEADER TO HEADER(FACE-NAILED) I Gd I G*O.C.ALONG EDGES A 1 2.05 Bay Ave. Greenport NY LEACHI G P t-A -,t I- - " ,, X 42.9 10f= EXISTING TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PEP,2x4, 2xG, 2x8 info@ribrownarchitect.com I V I 15AN ITARY 5Y5Tf_Ni"- CO C , BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 6 0 t- END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT N 631-477-9752, T/A N KX V_� 113ASIED ON SURVEY e--,, t--- C:) PERSPECTIVE VIEW ON LEAD CONTEN'i E-FiCqE FLOOR FRAMING XP N S 1111 Ir CP_ I X I trt/ 13Y OTHERS _j 1,qo JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST CERTIFICATE OF OCCUPA, JGY V WAjv PPROX. OCATION V BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END 36" MINIMUM 2x2 SOLDER USED IN VVA TEj T IS A VIOLATION OF THE LAW FOR ANY PERSON, i BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END UNLESS ACTING UNDER THE DIRECTION OFA ST H , F,-ExiSTING SEPTIC SYSTEM t- FENCE POST SUppLySySTEM CANN�),r C 10 -3- fo BT-4 t BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Gd EACH BLOCK i LICENSED ARCHITECT,TO ALTER ANY ITEM ON �NDONED 42.5 -NAILED) -EXCEED 2110 OF I% LEA THIS DRAWING IN ANY WAY.ANY AUTHORIZED X LEDGE STRIP TO BEAM (FACE 3-1 Gd EACH JOIST 1�1 ALTERATION MUST BE NOTED,SEALED,AND X APPROX. LOCATION JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-8d PEP,JOIST WOVEN WIRE FENCE DESCRIBED IN ACCORDANCE WITH THE LAW. NOTE: APPDXIMATE /DJ�A�INP ZON 3 Al AGE 70 4 BAND JOIST TO JOIST(END-NAILED) 3-1 Gd PEP,JOIST (6 x 6 - 10/10 WWF) Of HOUSE BASE ON SURVEY BAND JOIST TO SILL OR TOP PLATE(FOE-NAILED) 2-1 Gd PER FOOT ;i LOCATION Of NEW Cn Z/ BURIED 500GAL BY OTHERS ROOf 5HEATHING FILTER CLOTH /EL6ATiI0N' 4,4:2'. 7_7 C4 - LP-GAS TANK. MIN. % I /I / " // 1k /bRAINAC A NE DRAINAGE'ZC Nr 1 4 STRUCURAL PANELS 8CI (TABLE 3.5) DAR t / I / - 150' FROM WELL I " /, / 1/1 ./ _71 DIAGONAL BOARD SHEATHING I IXG,OR 1 IX8" 2-8d PEP,SUPPORT - DRAINAGE 20- 2 1 Ix 101 OR WIDER 3-5d PER SUPPORT EMBED FILTER CLOTH MIN. 6" INTO GROUND Z CEILING SHEATHING DRAINAGE ZONE I to 0 GYPSUM WALLBOARD 5d coolcr5 7'EDGE/ 10" FIELD 4" 2 WALL SHEATHING NOTE: 341, DRAI GE ZON 1000-13-2-7.7 V /i /,%/ ` `, \ ;0 MAXIMUM DRAINAGE AREA N1 R INAr zo 5TRUCURAL PANEL 8d (TABLE 3.9) U-P 0 FIBERBOARD PANELS 1/2 ACRE/ 100 LINEAR FEET APPROX. LOCATION EXISTING WATER SERVICE 7/1 G' 8d 3"EDGE G"FIELD Of NOUS BASED ON SURVEY EW WATER 5ERVI E LINE 25/32" 8d 3"EDGE G'FIELD BY OTHE f M NEW WELL LINE FROM EXISTING WELL AT GYPSUM WALLBOARD 5d cooler-, 7"EDGE 10" FIELD SECTION DETAIL CLIENT OWNER BOTTOM Of RIGHT Of WAY HARDBOARD 05d (TABLE 3.9) PARTICALBOARD PANELS 8d GABLE 3.9) SILT FENCE DETAILS FRED AND DEBORAH DIAGONAL BOARD SHEATHING I*XG"OR I'xb" 2-8d PEP,SUPPORT SCALE:913 ---------- D INAGE CALCULATIONS moss \ CP 701,f 1: GG8.0 SF x 0.17 = I I 3.G CF REQD. I"x 10'OR WIDER 3-8d PEP,SUPPORT PROVIDE (1) &DIA x 3'G"D DRYWELL = 147.5 CIF FLOOR SHEATHING STRUCURAL PANELS PROJECTTITLE ZJIF- 2: 759.0 5F x 0.17 = 129.0 Cf REQD. I.OR LESS 8d G'EDGE/ 12" FIELD Nf'ITE: PROPOSED PRCVIDE(1) &DIA x 3'G"D DR.YVVELL = 147.8 CIF GREATER THAN 1" U) DIAGONAL BOARD SHEATHING I od G"EDGE/G1 FIELD �\ L2 CONCRETE WASHOUT AREA 00 )Off 3: 586.0 5F x 0.17 = 09.G Cf REQD. I*xG*OR I'xb" 2-5d PER SUPPORT CLIMATIC AND GEOGRAPHIC CRITERIA NEW RESIDENCE YWELL = 147.8 CIF I"X 10"OR WIDER 3-8d PEP,SUPPORT RCVIDE (1) 8'DIA x 3'G"D DP Of GROUND SNOW LOAD 20 P5F (PER FIG. 8301.2 (5) RCINY52015) 1585 DEMAREST ROAD APPROXIMATE SEPTIC SYSTEM 0 D X- WIND SPEED 130 MPH (PER FIG. R301.2 (4) RCNYS2015) LOCATION FOR 1000-13-2-7.9 < m NEW GRAVEL 0 �ZOE 4: 562.0 5f x 0.17 = 95.5 CF REQD. ORIENT NY W - -) SEISMIC DE51GN CATAGOKY 13 (PEP,SECT. R301.20 RCNYS2015) "-,A5 PEP, INFORMATION FROM I-- W DRIVEWAY PROVIDE(1)8'DIA x 3'G"D DKYWELL 147.8 CIF 0_� m WINTER DESIGN TEMP I I*r (PER TABLE N 1 101.2) O�%NER Ld APPOX. L T�0 N EX NG �0 P FLOOD ZONE X (PEP,FEMA MAP) > 0 0 03 OF SOIL ST XILE AREA FROST LINE DEPTH 3G' _3, 13A DO [ 00 WEATHERING PROBABILITY SEVERE (PER FIG. 8301.2(3)PCNY52015) DRAWINGTITLE n C IN WELL T E DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) SITE PLAN fbklc; ROOMS OTHER THAN SLEEPING 40 PSI (PEP,TABLE 301.5 RCNY52015) 1000-13-2-7.9 (\ SLEEPING ROOMS 30 P51 (PER TABLE 301.5 PCNY52015) ATTICS WITH LIMITED STORAGE 20 PSI (PEP,TABLE 301.5 RCNY52015) A N ATTICS WITHOUT STORAGE ICIPSI N1 0/f, E ZAR1 SCALE: 1 30 5 STAIRS 40 PSI (PEP,TABLE 301.5 RCNY52015) SCALE �oG LAL Sept. 30, 2017 111 20, �0ND P RVI DRAWING NO. P�pE10 -7 4� pp' � , '�/ 01F COPP APP E I L,Li 11 E9" L13 t8- IE EL Flc T!rY ------ ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES M15C. GENERAL NOTES HVAC DOOR SCHEDULE 1 . Th 15 PROJECT 15 CONSTRUCTION OF A NEW TWO STORY A SINGLE FAMILY RESIDENCE, AND 1 . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES ACCESSORY GARGAE/CABANA CLASSIFIED AS R-3. NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES No. LOCATION 51ZF TYPE MAKE SWING HARDWARE NOTES 2. THE HEIGHT OF THE PROPOSED BUILDING AS DEFINED BY THE RESIDENTIAL CODE NEW YORK STATE AS REQUIRED BY THE DRAWINGS AND SPECIFICATIONS, OR REASONABLY IMPLIED AS BASEMENT 2015 IS 2G'-G". THE HEIGHT OF THE PROPOSED ACCESSORY BUILDING 15 22'-G". NECESSARY TO COMPLETE TO WORK. 2. PROVIDE WEIL-MCLAIN ULTRA GAS 53 CT CONDENSING GAS BOILER, 139,000 3. THE TYPE OF CONSTRUCTION 15 TYPE V (B). BTU/H, WITH DIRECT VENT INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. EXTERIOR ACCESS 30"x 6'8" 5220 THERMA-TRU PH A FIBERGLASS,TO BE PAINTED 4. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 RESIDENTIAL CODE OF N.Y.S. AND 3. PROVIDE RHEEM COMPRESSORS OR APPROVED EQUAL FOR EACH ZONE. THE AF* PA WWOD FRAME CONSTRUCTION MANUAL 2017 55C HIGH WIND EDITION. 4. PROVIDE LENNOX OR APPROVED EQUAL AIR-HANDLERS, AND DUCTWORK, AND I A BILCO SEE PLAN 5. DESIGN LOAD CALCULATION ARE BASED ON: CONTROLS AS NECE55ARY TO COMPLETE THE WORK FOR ALL ZONES. LIVE LOAD: A5 PER TABLE R301 .4, RESIDENTIAL CODE OF NEW YORK STATE. PLUMBING FIRST FLOOR HARDWARE SCHEDULE DEAD LOAD: CALCULATED AS PER R301 .3 AS PER RGNYS 2015. 1 . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT, AND SERVICES SNOW LOAD: 20 PSI GROUND SNOW LOAD (AS PER FIG. P\301.2(5) RCNY5 2015. NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS EXTERIOR NO. LOCATION DESCRIPTION MAKEJMODEL FINISH NOTES WIND EXPOSURE CATEGORY"C", FOR 130 MPH 3 SECOND GUST. AND SPECIFICATIONS, OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2 FRONT ENTRY 3'0"x 8'O" T52020 TRUSTILE LH B LOCATION LIVE DEAD DELECT LIMIT 2. ALL QORK SHALL CONFORM TO THE PLUMBING CODE OF NY5 2015 AND TO THE 3 FRONT SIDELIGHT 30"x 8'0" 1-3150, WEATHER5HIELD stationary EMTEK PROVIDENCE KNOB, U515 15T.FL. 40 LB. 12 0360 NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW WITH REGARDS TO WATER A BASEMENT DOOR KNOB LOCK5ET PASSAGE REGULAR ROSETTE (SATIN NICKEL) SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE APPROVED "LIST OF 4 FRONT SIDELIGHT 3'O"x8'0" 1-3180, WEATHERSHIEID stationary 2ND.FL. (SLEEP AREA) 30 LB. 12 U3G0 CERTIFIED WATER SAVING PLUMBING FIXTURES"AS PUBLISHED BY THE NEW YORK DEAD BOLT LOCK EMTEK LOW PROFILE US15 (SATIN NICKEL) ATTIC (NON STORAGE) 20 LB. 10 U3G0 STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. 5 ILIVING HEN 6080 2-60801 WEATHER5HIELD PAIR C SIDE HINGE INSWING, 8 LITE,SEE ELEVATIONS 3-1/2"x 3-1/2"SQUARE ROOF 20 LB. 15 U3GO 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE HINGES CORNER HEAVY DUTY PLAIN BRUSHED 3 SETS 6 ROOM6080 2-60801 WEATHER5HIELD PAIR C SIDE HINGE INSWING, 8 LITE,SEE ELEVATIONS BEARING STAINLESS STEEL SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION, THE TUBULAR 51LICONE TOP AND G. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF 7 LIVING ROOM 6080 2-60801 WEATHER5HIELD PAIR C 51DE HINGE INSWING, 8 LITE,SEE ELEVATIONS WEATHERSTRIPPING SIDESSOUTHOLD. TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN 8 LIVING ROOM 6080 2-6080 WEATHER5HIELD PAIR C SIDE HINGE INSWING, 8 LITE,SEE ELEVATIONSMCMA5TERCAR#I50OA22 5TAINLE55 CONNECTION WITH THE WORK. 4. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, SWEEP/WEATHERSTRIPPING 5TEEU13LACK CERTIFICATIONS, LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL, STATE, AND UTSWING.BEVEL SASH AND STICKING.'A'RAISED AUTOMATIC BOTTOM MOUNT NEOPRENE THERE ARE NO WARRANTIES, NOR ANY MERCHANTABILITY OF FITNE55 FOR A 5PECIFIC USE EXPRESSED FEDERAL AUTHORITIES, AND ANY OTHER APPLICABLE JURISDICTION. 9 STORAGE 6'O"X 7'0" PL23G TRUSTILE PAIR D PANEL.OBSCURED SINGLE PANE GLA55 OR IMPLIED IN THE USE OF THESE PLANS. UTSWING. BEVEL SASH AND STICKING.W RAISED 7. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION. DO NOT SCALE ELECTRICAL 10 MUDROOM 2'8"x 70" PL23G TRUSTILE PH E PANEL,INSULATED CLEAR GLA55 B ENTRY DOOR TO BE SELECTED DRAWINGS. FOLLOW DIMENSIONS ONLY. 1. FURNISH ALL LABOR, MATERIALS, EQUIPMENT, PLANT,TOOLS, AND SERVICES 8. CONTRACTOR(S) SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT SHOWN, LISTED, OR NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS, CONDITIONS, OR EXCEPTIONS AS ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING, BUT NOT LIMITED TO: INTERIOR HINGED PATIO HINGED PATIO DOOR HARDWARE WITH 3 POINT WEATHERSHIELD SQUARE BRUSHED NICKEL CONNECTIONS T O PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS, WIRING, LIGHTING, C DOORS OCKING SYSTEM BACK PLATE PVD NOTED. CONTRACTOR SHALL FURNISH ALL LABOR, SCAFFOLDING, AND TOOLS NECESSARY TO SERVICES, FEEDERS, DISTRIBUTION AND PROTECTION EQUIPMENT, CONNECTIONS TO 11 CLOSET 2'6"x 70" T52020 TRUSTILE LHR F 2 PANEL SQUARE STICKING,FLAT PANEL COMPLETE THE WORK. APPLIANCES, GROUNDING, AND ALL INCLUDING ALL CONNECTIONS AND DEVICES 9. ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND 12 POWDER ROOM 2'6"x 70" T52020 TRUSTILE LHR G 2 PANEL SQUARE STICKING,FLAT PANEL EMTEK PROVIDENCE KNOB, U515 D EXTERIOR STORAGE KNOB LOCKSET PASSAGE REGULAR ROSETTE (SATIN NICKED AND SPECIFICATIONS. INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND AND SPCIFICATIONS AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND 13 BASEMENT 2'6"x To" 752020 TRUSTILE RHR G 2 PANEL SQUARE STICKING,FLAT PANEL 3-1/2"X 3-I/2"SQUARE BRUSHED 10. CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS, APPROVALS AND CERTIFICATE OF ELECTRICAL DISTRIBUTION 5Y5TEM5. 2 PANEL SQUARE STICKING,FLAT PANEL HINGES CORNER HEAVY DUTY PLAIN STAINLESS STEEL 3 SETS PER DOOR OCCUPANCY. 2. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2015 ELECTRICAL 14 STUDY 2'8"x 70" T52020 TRUSTILE LH F BEARING REPLACE TOP PANEL WITH GLA55 a 2 PANEL SQUARE STICKING,FLAT PANEL FLUSH DOL75 EMTEK 12"RECESSED,INSTALLED TOP AND BOTTOM IN CODE OF NEW YORK STATE, THE NATIONAL ELECTRICAL CODE, NFPA NO, 70-1984 15 HALL 2'8"x 70" T52020 TRUSTILE LH F REPLACE TOP PANEL WITH GLA55 PA551VE DOOR ONLY (NEC), LOCAL UTILITY STANDARDS, OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), j FOU N DATI ON5 THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION (NEMA)AND ANY OTHER 16 MUDROOM 2'8"x 70" T52020 TRUSTILE PH F 2 PANEL SQUARE STICKING,FLAT PANEL 1 . A55UMED 501L BEARING CAPACITY, 1,500 Ib./5,1.Ft. APPLICABLE CODES. IN THE EVENT OF CONFLICT, THE MORE STRINGENT EMTEK PROVIDENCE KNOB, U515 E EXTERIOR MUDROOM KNOB LOCKSET PASSAGE REGULAR ROSETTE (SATIN NICKEL) 2. CONCRETE TO BE PLAIN, REINFORCED, 3>000 p51. -28 DAY TEST. REQUIREMENTS WILL APPLY. 3. ALL NEW FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. 3. ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS SECOND FLOOR DEADBOLrLocK EMTEK Low PROFILE U515 LABORATORIES, INC. LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY (SATIN NICKEL) GENERAL CONSTRUCTION WILL BE INSTALLED. INTERIOR 3-1/2"x 3-1/2"SQUARE 1 . PROVIDE ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT AND SERVICES NECE55ARY TO 4. ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER THE HINGES CORNER HEAVY DUTY PLAIN BRUSHED 3 SETS SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. 17 MASTER BEDROOM 2'8"x 6'8" T52020 TRU-STILE PH G 2 PANEL SQUARE STICKING,FLAT PANEL BEARING STAINLESS STEEL COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN, OR�- REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 5. THE CONTRACTOR SHALL OBTAIN, SUBMIT, AND PAY FOR ALL PERMITS, LICENSES !8 CLOSET 3'0"x 6'8" Tsz020 TRU-STILE PAIR H 2 PANEL SQUARE STICKING,FLAT PANEL 2. FASCIAS, SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. AND INSPECTIONS AS REQUIRED BY THE LOCAL, STATE, AND FEDERAL AUTHORITIES, EMTEK PROVIDENCE KNOB, U515 3. INTERIOR TRIM SHALL MATCH EXISTING. AND ANY OTHER APPLICABLE JURISDICTION. 19 CLOSET 3'0"x 6'8" T52020 TRU-STILE PAIR H 2 PANEL SQUARE STICKING,FLAT PANEL F INTERIOR PASSAGE KNOB LATCHSET PASSAGE REGULAR ROSETTE (SATIN NICKEL) 4. FRAMING ELEMENTS: G. CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES 3-1/2"xA. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL 20 CLOSET 4'8"x 6'8" 752020 TRU-STILE PAIR H 2 PANEL SQUARE STICYJNG,FLAT PANEL HINGES CORNER HEAVYEAVY SQUARE DUTY PLAIN BRUSHED STAINLESS STEEL 3 SETS OR BETTER. SWITCH. LINE CORD-CONNECTED, DIRECT PLUG-IN, AND BATTERY POWERED ALARMS BEARING B. ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS, AND SHALL BE INSTALLED, CUT ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH 21 MASTER BATHROOM 2'6"x 08" 752020 TRU-STILE LH G 2 PANEL SQUARE STICKING,FLAT PANEL ' AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND 5PECIFICATION5.C. ALL SLEEPING QUARTERS ARE LOCATED. SHEATHING TO BE APA RATED, EXPOSURE 1 ,THICKNESS AS INDICATED. 7. SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORK 22 CLOSET 2'0"x 6'8" T52020 TRU-STILE RHR F 2 PANEL SQUARE STICKING,FLAT PANEL EMTEK PROVIDENCE KNOB, Us 1 5 STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NFPA NATIONAL FIRE G INTERIOR PRIVACY KNOB LATCHSET PRIVACY REGULAR ROSETTE (SATIN NICKEL) D. ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4 MIN.THICKNES. FEB. 21, 201'] E. ALL HEADERS G'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0"AND OVER ALARM CODE NO. 72-1993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING 23 BEDROOM 2 2'8"x 6'8" 752020 TRU-STI F PH G 2 PANEL SQUARE STICK NG,FLAT PANEL 3-1/2"X 3-1/2"SQUARE AREA, IN EACH 5LEEPI NG AREA, AND ON EACH FLOOR LEVEL. BRUSHED WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MIN. OF (2)2"x8"OR AS SHOWN ON DRAWING. FEB. G 2017 HINGES CORNER HEAVY DUTY PLAIN STAINLESS STEEL 3 SETS , 24 CLOSET 3'4"x 6'8" T52020 TRU-STILE PAIR H 2 PANEL SQUARE STICKING,FLAT PANEL BEARING F. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND ACOUSTIC SOLUTION OR AS NOTED @ 8'-0" O.C. MIN.. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOF. 25 BEDROOM P. 2'8"x 6'8" T52020 TRU-STILE LH F 2 PANEL SQUARE STICKING,FLAT PANEL ACOUSTIC DOOR SEAL (800-782-5772)AUTOMATIC BATHROOMS AND POWDER ROOM ONLY G. PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS (STAIRS, ETC.) OR AS NOTED ON DRAWINGS. BURGLAR ALARMS AS NECESSARY. DOOR BOTTOM#369 H. PROVIDE DOUBLE UP FRAMING UNDER ALL P05T5 AND PARALLEL PARTITIONS OR AS NOTED ON THESE PLANS ARE AN INSTRUMENT OF SERVICE 26 CLOSET 2'6"x 6'8" T52020 TRU-STILE LHR H 2 PANEL SQUARE STICKING,FLAT PANEL MORTISED DRAWING. AND ARE THE PROPERTY OF THE ARCHITECT. I. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL INFRINGEMENTS WILL BE PROSECUTED 27 CLOSET 2'6"x 6'8" T52020 TRU-5TIL.E RHR H 2 PANEL SQUARE STICKING,FLAT PANEL EMTEK PROVIDENCE KNOB, U515 CONNECTORS BY"51MP50N" OR APPROVED EQUAL. H CLOSET PAIRS DUMMYKNO155 REGULARRO5ETTE (SATIN NICKEL) J. NAILING SCHEDULE SHALL BE AS PER N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2"xG"STUDS 2017 ALL RIGHTS RESERVED 28 BEDROOM 4 2'8"x 08" T52020 TRU-STILE LH F 2 PANEL SQUARE STICKING,FLAT PANEL - LOCK EMTEK BALL CATCH SHALL RECEIVE 5 I Od NAILS AT SILL AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE 29 CLOSET 310"x 08" T5202(0 TRU-STILE PHP F 2 PANEL SQUARE STICKING,FLAT PANEL ATTACHED NAILING SCHEDULE. 3-1/2"x3-I/2"5QUARE BRUSHED K. PLYWOOD SHEATHING TO BE NAILED Sd NAILS @ 4"O.C. EXTERIOR EDGES AND Gd NAILS @ 12" 30 BATHROOM 2'8"x 6'8" T5202(0 TRU-STILE PH H 2 PANEL SQUARE STICKING,FLAT PANEL HINGES CORNER HEAVY DUTY PLAIN STAINLESS STEEL 3 SETS PER DOOR BEARING O.C. INTERMEDIATE. SEE ATTACHED NAILING SCHEDULE. L. ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. M. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE NOTES: TYPE CONNECTORS BY"51MP50N" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE h 1. ALL TRUSTILE DOORS To BE WOOD To BE PAINTED HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. Robert 1. Brown 2.EXTERIOR FINISH OF WEATHER5HIELD DOORS To BE WHITE. 5. ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS, WITH ARGON GAS, IMPACT RESISTANT AS 3.PROVIDE SCREEN DOORS FOR ALL GLA55 DOOR5. 4.INTERIOR FINISH TO BE PRE-FINISHED WHITE. REQUIRED. Architect, 1 D P .C. 5. HARDWARE TO BE ANODIZED M15TOPJCALSASH LOCKS,BRUSHED G. LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. NICKEL PVD. 7. CONNECTIONS SHALL BE BUILT IN ACCORDANCE WITH ANSI/AF/* PA WCFM-1995.(SEE NAILING 2o5 Ba Ave. Greenport NY SCHEDULE) x P 8. FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROVED RUBBERIZED into@ribrownarchitect.com MEMBRANE. 631-477-9752 9. FLASHING AT ROOF CONNECTIONS, VALLEYS, AND CRICKETS SHALL BE LEAD COATED COPPER. 10. STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VERTICAL SURFACES, EXCEPT STEP FLASHING AND COUNTER- AND CAP- FLASHING SHALL BE USED AT INTERSECTION OF ROOF AND CHIMNEY, AND ROOF AND WALLS. 1 1 . INSULATION SHALL BE AS INDICATED ON DRAWINGS, OF THICKNESS INDICATED ON THE DRAWINGS . IT IS A VIOLATION OF THE LAW FOR ANY PERSON, FIN15H SCHEDULE 12. SEE DOOR SCHEDULE FOR INTERIOR DOORS. UNLESS ACTING UNDER THE DIRECTION OF ALICIiNSEDARCHITECT,TOALTERANYITEMON 13. SEE HARDWARE SCHEDULE FOR HARDWARE SPECIFICATIONS. No. ROOM FLOOR WALLS CEILING BASEMOLD CEILING MOLD NOTES 14. GYPSUM BOARD SHALL BE EASED EDGE TYPE, CONFORMING TO ASTM C3G, AND SHALL BE THIS DRAWING IN ANYWAY.ANY AUTHORIZED "SHEETROCK SW" BY U.S. GYPSUM CO. OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE ALTERATION MUST BE NOTED,SEALED,AND 112" DESCRIBED IN ACCORDANCE WITH THE LAW. FIRST FLOOR 15. ALL GYP. BOARD SHALL BE TAPED AND SPACKLED THREE (3) COATS. ALL EXTERIOR CORNERS SHALL 101 FOYER WOOD Iz'GYPSUM BOARD, PAINTED GYPSUM BOARD SEE NOTE I SEE NOTE 2 HAVE METAL CORNER BEADS. �eSED A RT!'aR Yz"GYPSUM BOARD,42"H. VO�� 102 POWDER ROOM CERAMIC TILE WAINSCOTING WITH CHAIRRAIL GYPSUM BOARD SEE NOTE I SEE NOTE 2 l (SEE NOTE 4) FINISHES fi.^ . 2 Z'GYPSUM BOARD,42"H. 1 . NEW WOOD FLOORS SHALL BE ENGINEERED WHITE OAK WITH CUSTOM FIN15H 103 KITCHEN WOOD WAINSCOTING WITH CHAIRRAIL GYPSUM BOARD SEE NOTE I SEE NOTE 2,3 1 . CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN (SEE NOTE 41) SET 104 GREAT ROOM WOOD Y2"GYPSUM BOARD, PAINTED GYPSUM BOARD SEE NOTE I SEE NOTE 2,3 2. EXTTERIOERIO VE. R PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORS OR APPROVED '63 ��oPt- EQUAL, APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND OS STUDY WOOD 2'PLYWOOD,PAINTED z'PLYWOOD, SEE NOTE I SEE NOTE 2 PAINTED RECOMMENDATIONS. COLOR TO BE SELECTED. >� 3 Io6 STORAGE CONCRETE SLAB GYPSUM BOARD,PAINTED GYPSUM BOARD N/A NIA . EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORKSHALL BE CLEANED AND REPAINTED. NEW WALLS AND CEILINGS SHALL BE SEALED Yz"GYPSUM BOARD.,42"H. AND PAINTED. PAINTING SHALL BE TWO (2) COATS BENJAMIN MOORE AQUA PEARL 107 MUDROOM CERAMIC TILE WAINSCOTING WITH CHAIRRAIL GYPSUM BOARD SEE NOTE I SEE NOTE 2 CLIENT OWNER (SEE NOTE 4.) LATEX PAINTED, COLOR TO BE SELECTED . 4. INTERIOR TRIM SHALL BE SANDED SMOOTH, PRIMED, AND FINISHED WITH TWO (2) 108 LAUNDRY CERAMIC TILE z"GYPSUM BOARD, PAINTED GYPSUM BOARD SEE NOTE 1 SEE NOTE 2 COATS BENJAMIN MOORS LATEX ACRYLIC SEMI-GLOSS PAINT . FRED AND DEBORAH 109 HALLWAY WOOD !z"GYPSUM BOARD, PAINTED GYPSUM BOARD SEE NOTE I SEE NOTE 2 MOSS 5ECOKKDFLOOR - WINDOW SCHEDULE 201 MASTER BEDROOM WOOD 1'2"GYPSUM BOARD, PAINTED GYPSUM BOARD SEE NOTE I N/A MODEL 15' TYPE LITES QUANTITY NOTES PROJECT TITLE 202 MASTER BATHROOM CERAMICTILE WAINSCOTING WITH CHAIRRAIL GYPSUM BOARD SEE NOTE I N/A I 32GO 3'-1 112"X 5'-1 1 112" DOUBLE HUNGG over 1 4 (SEE NOTE 4) 2 2G3G 2'-5 1/2"X 3'-5 1/2" DOUBLE HUNG 6 over G 4 NEW RESIDENCE 203 BEDROOM 2 WOOD !z"GYPSUM BOARD, PAINTED GYPSUM BOARD SEE NOTE I N/A 3 2G3G 2'-5 1/2"X 3'-5 1/2" DOUBLE HUNG G over G 2 TEMPERED GLASS 1585 DEMAREST ROAD 204 BEDROOM 3 WOOD 1Z'GYPSUM BOARD, PAINTED GYPSUM BOARD SEE NOTE I N/A 4 21045 2'-9 I/2"X 4'-7 I/2" DOUBLE HUNG G over G 3 ORIENT NY 205 BEDROOM 4 WOOD Jz'GYPSUM BOARD, PAINTED GYPSUM BOARD SEE NOTE I N/A 5 2103G 2'-9 112" X 3'-5 112" DOUBLE HUNG G over G I Yz"GYPSUM BOARD,42'N. G 3250 3'-1 112" X 4'-1 1 112" DOUBLE HUNG G over 1 9 EGRESS 206 BATHROOM CERAMIC TILE WAINSCOTING WITH CHAIRRAIL GYPSUM BOARD SEE NOTE I N/A (SEE NOTE 4) 7 3050 2'-1 1 1/2" x 4'-1 1 1/2" DOUBLE HUNG G over G 3 TEMPERED GLASS �207 �HALLW�AY ] WOOD Y2"GYPSUM BOARD, PAINTED GYPSUM BOARD SEE NOTE I N/A DRAWINGTITLE NOTES: NOTES AND NOTES: 1 . WINDOWS SHALL BE WEATHER511IELD PREMIUM SERIES DOIDLE HUNG, I- WIND50P ONE W05M 004 7-2/4'WITH 2"x4' BASE SHOE AVAILABLE THRU ROCKMAN MILLWORK,914-909-9430. SCHEDULES 2.WINDSOR ONE WOCM 4"CROWN ON I"X G"TRIM BOARD. 2. PROVIDE SCREENS FOR ALL WINDOWS. 3.WINDSOR ONE WOCM 0013"CROWN ON I"X 4"TRIM BOARD IN UPPER CEILING,SEE DETAIL. 3. PROVIDE SIMULATED DIVIDED LIGHTS WITH 58" WIDE PUTTYEXTERIOR 4.WINDSOR ONE WOW C003 WA1N5COTE CAP WITH wOTG WAINSCOTING. ALUMINUM PROFILE MUNTIN5 AND ALUMINUM SPACER BAR. SCALE 4. EXTERIOR FINISH TO BE WHITE. Sept. 12, 2017 5. INTERIOR FINISH TO BE PRE-FINISHED WHITE. G. HARDWARE TO BE ANODIZED HISTORICAL SASH LOCKS, BUSHED DRAWING NO. NICKEL PVD. ISSUES/REVISIONS IN5ULATION 5CNF12ULF FOUNPATION WA15- 2" RIGID IN51,L,AT EXT cRZOp PERIMETER OF FOUNPATION WA-L5, �y 15T FLOOR J015T5- 2" CLOSED CELL 5PMY FOAM WITH Q-22 PATI INSULATION, TOTAL R-29 '441-111 6-61 2NI2 FLOOR J015T5- 2" CL05EP CELL 5pI;AY FOAM WITH t -22 PATI INSULATION, TOTAL R-29 I'-6" 2'-I" 13'-4" 13'-3" 13'-4" -00 2'-1" 01 EXTERIOR WALL5- 2" CL05EP CE I-L 5PPAY IN FOAM IN511 WITH I?-15 BATT, IN51JLATION, TOTAL - r2-4 ROOF RAFTERS- 2 1/2" CLOSED CELL SPRAY FOAM IN5.LATION R-50 LINE OF 5TF-P5 A30VE -SEE FIR5T FLOOR PLAN -TYPICAL v B" THICK POUREP CONCRETE CUM(MIN. 3'-01 BELOW GRAPE) AT PERIMETER OF PATO-TY'ICAL r D D t t ° I— J L L J D q r 8" THICK POURED CONCTZ S CURE(MIN. 3'-O" BELOW GRAPE) AT PERIMETER OF x-16" x 16" CONC,I31K,PIERS ON 2'-6 x L_ J PAHO-TYPICA 2'-6" x 1'-0" PEEP FOOTINGS-TYPICAL 16" x 16" CO��C,131K,Fl-'F5 ON 2'-6 x O O 2'-6" x 1'-0" PEEP FOOTING5-TYPICAL CORNER HOLPOWN513Y '51MPSON' 12" THICK POUFFP CONCF, TS FOUNPATION Bit MOPEL # HPQ8-5P53 OR EQUAL WALLS 9'-�}" NIGH WITH 2" THICK BLUE CORNER HOLPOWN513Y'S1M '5ON' 8 IN5TALL A5 PER MANLIF, B„ MODEL # HPQ8-51253 Op EQUAL f30AP.P INSULATION ON EXTERIOR INSTALL A5 PER MAN'JF, 5PECIFICAVON5-TYP, 5PECIFICATON5-TYP �fi'-O" — — — �G9RNEp HOLPOWN513Y '5IMPSON' FEB. 21 201 a P,C,PAP - ° D �° / MODEL # NPQB-SP53 OR EQUAL ' 7 ° IN5TA-L A5 PER MANUF, 17'-6" II'-O" II'-O" 10'-il" 10'-�f" 8" 7'-l0" SPECIFICATONS-TYP, FEB. 6, 2017 ----- .t 3 /2" dia.STEEL LALLY1J 1/2" did 5TI FL LALLY - THESE PLANS ARE AN INSTRUMENT OF SERVICE COLUMNS ON 36" X56" X 12" COLUMN5 ON 36" X 36" X 12" - O ANDARETHEPROPERTYOFTHEARCHCFECT. N _ U N EXCAVATED INFRINGEMENTS WILL BE PROSECUTED I OU PEEP CONCRETE FOOTINGS / PRETAW PEEP CONCRETE FOOTINGS x 51 ABOVE N II I N p1 N (TYPICAL) C T1^'ICAL) \� N (6) 2017 ALL RIGHTS RESERVED T G J, r (2) I-3/-1" X 11--71811 2.0E MICC?01�1 -4— - — -- -- - — — FLUSH WITH JOISTS - -UNE OF PATIO ANP STEP I ` ,/` . j TO GRAPE BELOW 8" THICK POURED CONC. _ BASEMENT FPN WAL159'-�}" NIGH _ A7 Robert I Brown � f3011E'' 5101'SINK q'� POURED CONCpE1� SLAB � � WITH 2 THICK 131UE -o � � T -- _ ____-- N � • OWAI Alp \ C3OAP.P IN5ULATON ON A7 300 AMP rtANPLER 1 EJECTOP OVER 6 MIL,VAPOR(3APpIEp O EXTERIOR �_— Architect, P.C. PROVIDE 55 GAL ELEC11 C PANEL FOP Ist FL. UMP WITH 6" X 6" W,W,M,rFINF, N N DRYWELL FOR - 1 = zo Bay Ave. Greenport NY DILCO DOOR ��y— • � � � • -` ° D � � inPo@ribrovmarchitect.com �p�y� _ �_ C 2) -3/�}" x l l-7/8" z,oE ML LVL i - 631-477-9752 — — — 8 8" THICK POUIEP CONCRETE FOUNPATION N x o FLU WITH J015T 5 _ `� WALL5 9'-4'' NIGH WITH 2" THICK BLUE `—° ' `D B" K \ POA1'12 INSULATION ON EXTERIOR PROPPED FL00p J015T SHELF(SEE /' r - IT IS A VIOLATION OF THE LAW FOR ANY PERSON, PETAL PWG,No. ) TYPICAL UNLESS ACTING UNDER THE DIRECTION OFA ° LICENSED ARCHITECT,TO ALTER ANY ITEM ON (2) 1 -3/4" X 1 1 -7/8" 2.OE - — — - THIS DRAWING IN ANY WAY.ANY AUTHORIZED CORNER HOLPOWN5 PY'51MP5ON" ML LVL — _ D pETAING CURB FOR -1 co � FLUSH WITH J�I r3Tj D _ e PATIO/LANPING ALTERATION MUST BE NOTED,SEALED,AND MOPE, # HPQ8-5253 O'.EQUAL IN5TALL I � � F- 9 DESCRIBED IN ACCORDANCE WITH THE LAW. A5 PER MANLIF,SPECIFICATIONS-TYP, 9 I — 8 12 THICK POURED CONCR G O - rt ETA FOUNDATION �COpNEp NOLPOWNS i3Y'S1MP50, ' I _ — _ WALLS 9'--V NIGH WITH 2 THICK BLUE MOPEL # HPQB-5P53 Op EQUA ��RED q9C, DOAP.P INSULATION ON EXTERIOR, PROPPED INSTALL AS PEP\MANUF, C-1 'Srj Nil TO PEAR FLOOR J015T5-5EE PETAL 51`ECIFIC,ATION5-1Yp, p0 Ory -- — _ t � I6 x 16 CONC,P3 K,PIER5 ON 2'-6" x t 16" x 16" CONC,131K.PIERS WITH BRICK ` � �� CORNER HOLDOWN513Y 'SIMPSON' N VENEER ON 2'-6" x 2'-6" x I'-O" PEEP MOPEL # HPQB-5P53 OR EQUAL 2'-6" x P-0" PFEP FOOTINGS-MCA- - ' F0011N645-1YPICAL f f r INSTALL A5 PER MANUF• %� _ s 341 5'' CIFICATION5-TYP, — — NEW Nk • r B D ° D r• ° ° ° ° • D 9 • ° • ° r r . o f•• D e J ° B' THICK POURED CLIENT/OWNER CONCRETE CURB(MIN. 1 3'-O" 13FLOW6MF) AT n FRED AND DEBORAH RAH PERIMETER OF PATIO- 'CA- MOSS EQ, 10'-10" EQ, I'-411 01 3'2" �}'-8" 10'_9" �}'-8" 3'-2" �'-10" 7'-10" B.. -71-211 I'-q�� _ NOTE: BOTTOM OF ALL FOOTINGS SHALL - 8 13E 2'—0" (MINIMUM)A30VE PROJECT TITLE'2" 18'-O" �}'-6" 20'-I" 19'-6" (51-611 3'-0" I -0' GROUNP WA'ER ANP 3EA?ON uNPI5T1apr3EP loll NEW RESIDENCE NOTE. 1585 DEMAREST ROAD POT'fOM OF Al—FOOTINGS SHALL ORIENT NY 13E 31-011 (MINIMUM)BELOW N01�; EXISTING GRAPE ANP BEAD ON PROVIPE PDXtF MICROLAM FLOOR JOISTS UNPI5TURl3EP 5% UNDER ALL PAPALELL PAl; ISSUES/ REVISIONS IN5ULA110N 5CHF121� FOUNPMON WALL5- 2" F161P IN%U AT EXTEpI0r, 'FP1MMP,OF FOUNPATION WALL5 15T FLOOF,J015T5- 2' CI.05F12 CELL 5MC;AY FOAM WITH p-22 PATI INSULATION, TOTN.1?-29 2NI7 F00P,J015T5- 2" CI-05F1[7 CELL SPPAY FOAM WITH ?,-22 tMfT INSULATION. TOTAL 1;29 18''O" 441-11, 8'-6" EXTFPZR WALL5- 2" CL05EP CFU. 5MY IN FOAM IN%U .WITH 1?-15 GATT. INSULATION. TOTAL - p-24 iol1'-6" 2'-1 11 13'-�}" y 13'-3" I�'-�" 2'-1 11 _ 8--611 11 POOF FWT P5= 11/2" CLO51 fP CELL 5MAY FOAM IN5ULA1"i0N P,-50 10" COMPOSITE 50UAPE COLUMN5 WITH w TUSCAN CAP& BASE f3Y'H,13,&G', MME ANP PAINT 2 COATS-TYPICAL ('5) 1 3/a" X 9!Z" 2 a MIC aAM LVL nN C 3) 1 X 9.112" 2,0� MICPaAM LVL - GII'f7Et; GIPGEP - ------- - N C 3) 13/�" X 972" 2.a MICI?_OIIAM_L_VL "-10" COMFO519 50MCOLUMN5 WITH / � GIt t7Et o PATIO o TUSCAN CAF & 13A5E PY 'H,13,&G', PPM —� STONE PAVEC?5 OVEN A SANt7[SASE = ANP PAINT 2 COATS-TIVICA, bN OO - rp cp ,L - 0 xt' xk—' Oo g -O N 15 -�i,2� N 911 911 1-011 2' 211 Q N II -- - O CAB. ``/ N N / 08 - - `9 OUTID � 5x10 E ,_ I 11 `n `9 = \Z J� PROVIDE BILCO JD-3ALH2O PO EI?C NCPM SLAB DOUBLE LEAF FLAT ACCESS DOOR. I _8 c} - 21ZOMI 6 VAFOF BAl'RIER FEB. 6, 2017 _ INSTALL PER MANUFACTURER'S _ op REQUIREMENTS AND INSTRUCTIONS I 04 00 05 WITH 6" X 6" W.W.M.PEINF, J 3 " OPENING O = I OCC 6 2 15 �2 I'' 28 I i N � � I - O THESE PLANS ARE AN INSTRUMENT OF SERVICE - _ ` - STORAGE ARE IA LIVING ROOM _ ANDINGEME TS WILL BE PROSE UTED CT. ZJ " 0 ENING 11 L PI;E-FAB GAS � � —_-`� INFRINGEMENTS WILL BE PROSECUTED = 5 = N FIPI ALF INSEI'f5 �o 5 T U D Y NG N O - 103 9' CEILING - — — 2017 ALL RIGHTS RESERVED �,- t7iREcr vENr 1NRu wALL 9 CEILING �_ A5 pER M OAK FL001?5 ANLIE,REO, ACCESS PANE `D O O OAK FLOOpS r 7 2'-6" O n ® ® 2'.6" F O 0 - O �z KITC H EN -- I — V = c``w Ua 9' CEILING N Ua O \o -- OAK FLOOp5 x N (�j I'-8 _ ATIO PRobert I. Brown =° - �8'-6" r7pOPPEnSOFFIT �T �° ~ MUDROOM STONE O �._-----�, ----- - LAUNDRY 9' CEILING PAVEt?5 Architect P.C. - 8'-6" 17?OPPE17 SOFFIT �5; �N I O9 9 CEILING CEpAMIC FL. OVEt A N KITCHEN CABINETS BY OTNEpS �o L - O I I 1/I I CEC?AMIC FL. / 16 - SANt7 t3ASE 9 3 2 6 -la' 6'/2" -N �'-I VZ" 6 2" 2000 Bay Ave. Greenport NY _ ACou5TICAL - -- into@ribrownarchitect.com - = IN5ULAVON �2) �q" X 16" M,L, LVL 2,OE o O I O8 -N O 631-4]]-9752 ALCOVE (2) 13%" X 16" MICPOLAM �' -- _ I O7 PN PWDR. RM. _N VL9E GI<f�Et? �- \ � tal`' 10'- 129.5 I'M OF WALL 9' CEILING V, CEC?nAMIC FL. I 2 Z 13 O up O 6ENCN WITH STOP,DELOW IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 9'-0" 61/2" ' 7'-112" OUNTEP ` UNLESS ACTING UNDER THE DIRECTION OFA LICENSED ARCHITECT,TO ALTER ANY ITEM ON p� O ENTRY FOYER U THIS DRAWING IN ANY WAY.ANY AUTHORIZED O � 9' CEILING _ ALTERATION MUST BE NOTED,SEALED,AND N CL05. DESCRIBED IN ACCORDANCE WITH THE LAW. OAK FLOOpS J �3 STONE PAVEI?5 OVECV,A 2 ,^ O O 2 61211 5ANP M5E - X 9 " 2.0E MICpOLAM LVL w GIpt7Et? O I COVERED PATIO 5� PTD SRO/TF - I 17R = 7.0 O CTRANSOM ® Q I GT @ 10" = 13-1 " * t ABOVE a� N � Ilii N I,iii 10'-012" 10 '02 - 8 '12 1 u` C3) 1 3a" X,9 Y211 2, MICV01-AM LVL X9!2" 2.0E 0 GlpnEf MICPOLAM LVL GIr f7Ep 9 \ % - CLIENT/OWNER FRED AND DEBORAH .MOSS EQ. 101-101, 41-611 101-91, '1'-8" 5'-2" Y''10" T-10'' 88� T 2" 1'-411 PROJECT TITLE 01 .1 I8'-a' 4'-6" 20'-I" 19'-6" 8'-6" �'-o" -o' NEW RESIDENCE 1585 DEMAREST ROAD -70,--7„ ORIENT NY DRAWING TITLE FIRST FLOOR PLAN F I K S T F L O 0 K SCALE: 4" = I '-C)" 1 ,550 SF FEB. 21, 2017 SCALE 1/4' = 1-0 DRAWING NO. All 155UE5/REVISIONS INSUUA1"ION SCN�nUU� FOUNPATION W&1L5- 2" pI6117 IN51,AT FXT PIOp PFpIMFTFp OF FOUNPA11ON W&1L5, 15T FLOOp JOI5T5- 2" CL05En CELL 5PpAY FOAM WITH p2213ATT IN51-LA110N. TOTAL p-29 2N19 FLOOp JOISTS< 2" CI.05�1:2 CELL 5IFFAY FOAM WITH p-2213ATT INSULATION, TOTAL p-29 FXTFVIOp WA15- 2" CU05W CELL 51"MY IN FOAM IN51JL,IWH p-15 GATT, INSULATION, TOTAL - R2-t p00F MTES s 11/2" CU05EP CELL 5ppAY FOAM IN5ULA110N P-50 151-01, 401-01, v - 9'-0" 9'-0" 10'-ItV, � v Q � I p00F BELOW - P?OOE BELOW TYPICAL WINPOW WELL, EP17M MEMI3mr-OVEp12" CP/X PLYWOOr SHEATHING SLOPE!�" PEp FOOT-TYPICAL 0 (D60 O 0 O =1 %F ' ACOUSTICAL IN5ULA110N BATHROOM AT ALL cl pmlC FLOOp v v FEB. 6 2017 I3ATHFOOM5 BEDROOM No.2 BEDROOM No.3_ BEDROOM No.4 - ,�_ �, o CATHF12M CEILING o CATHFGP.AL CEILING o CATHFt2M CEILING MASTER_BE_DR_O_OM o 21 (( of 1 - OAK FLOOP,5 - �' - CATHEnpAL CEILING f/ ;_N O_ O OAK FLOOpS =N OAK FLOOt?5 = OAK FLOOS 20 / _ X X X N THESE PLANS ARE AN INSTRUMENT OF SERVICE N N 203 204 N 205 N AND ARE THE PROPERTY OF THE ARCHITECT. 20 N 9- OILING IN C3 T OM INFRINGEMENTS WILL BE PROSECUTED 4Y i II '8 - 101-911 �z" I' " 2017 ALL RIGHTS RESERVED2fl fl �26X2 -8z — - PIL) F BEAM ' = '41-611 `� 2 91/11 - X- 6,-81211 �t'2 3'-O z �I'- ol 1 _ of \rteSILI pIbGE BEAM - o/ 29) A/ N N O U �� O N OAK FLOODS - ,! /\��' �1 N- .N O �/ \/ N 26 ^\ �- _ PpOVI�2'6"X Robert I. Brown x �' �� L. N CL. G CL. N o CL. N AC011511CAL 2'6"IN5ULATFn ACCF55 N \ n AK FLOOpSN OAK FL. 23 ��! 5 OAK FLOOp N \,� � OAK FL, N IN51].ATION PANFL IN 5TOPAGE p00M Architect, P.C. \�� 25J AT ALL cF1uNG 20 Ba Ave. Green ort NY e BATHROOM_ x P 2" X 10" pR. 2" X 10" U. `r - � � N N 13A111p00M5 L \ CERAMIC PL.� in o@r><brownarchitect.com @ 16" OC @ I6, oo o b13L.pAF1�.'1 631-477-9752 � � I 2 X 10'' P,p„ � _ � � \ , n ii I 4/11 HALLWAY @ 61, OC " `o r 61 2 42 `� -4 4 Ll CATNEr7PAL CEILING - 2107 N OAK pAILING TO MAIC j O �o OAK FLOOpS -� \ FLOOpS, AS PFp N.Y. C0 OG 2 (D2 =- __ - n ' i \\ gd IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 21Z UNLESS UNDER THE OF A TING Poor P3 Low �' @ 16'I OC P P -77 LICENSEDCARCH TELT TO ALTER ANYOITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED OAK FL, SOAK FLOOpSn - / i ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. -07 61 TYPICAL wlNnow WELL: VPM1 MEM13MNE OVFp%2" CPX P�IC& oor) 2 9fAnINGLO 5PF ! " PFp FOOT- CLIENT/OWNER FRED AND DEBORAH MOSS PROJECT TITLE 401-011NEW RESIDENCE 58'-0„ 1585 DEMAREST ROAD ORIENT NY - S L�-. C O N D 1 L O O K DRAWINGTITLE SCALE: 4' = I '-o" SECOND FLOOR PLAN 1 ,21OSF TOTAL: 2,760 SF FEB. 21, 2017 SCALE1/4" = l'-0... DRAWING NO. ISSUES/ REVISIONS IN51AVON 5CH�PUL� FOUNPATION WA,.5- 2'' PZ6119 IN51.Af FXTEMOp FFpI MV OF FOUNPMON ML5 15f`1.00F JOISTS- 2'' CLOSE[?CEI 5Ft;AY FOAM WITH F-22 f3Aff IN5LLA110N, fOTAL I;-29 2NI7 FLOOp JOISTS- 2'' CI.0522 CFI, 5MAY FOAM WITH I?-22 BATT IN51MON, fOTn I?29 FXVIOV WA-L5- 2'' U05FI7 CFIL, 5FMY IN FOAM IN%U -WITH p-15 BATT, IN%I-ATION. TOTAL 6 k-24 FOOF ,TFI?5- 7 1/2'' 0-05Fn ML 5FpAY FOAM IN51ATION F-50 FEB. 21, 2017 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED Robert I. Brown �\ ! Architect, P.C. \\ \ Zo5 Bax Ave. Greenport NY info@ribrownarchitect.com j \ \ 631-477-9752 IT IS A ACTINGOO N OF THE LAW FOR ANY PERSON, UNLESS ACTING RECTION OFA \ LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED / \ / ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED 1N ACCORDANCE WITH THE LAW. M 4A NEW�O A � ROOF FLAN - SCALE`.: 4" = 1''O„ CLIENT/OWNER I G 15 5F FRED AND DEBORAH MOSS PROJECT TITLE NEW RESIDENCE 1585 DEMAREST ROAD ORIENT NY DRAWING TITLE ROOF PLAN FEB. 6, 2017 SCALE 1/411 DRAWING NO. 155UE5 REV1510N5 ------------------- ------------------ TYPICA, P00FIN6: CFPAP,nF'FFCfl0m5— WITH2EXI`05JIT� OVER - CEDAR BREATHER TYPICAL k0OFINCI! �FIF] _U IH YELLOW CEPAV PERFECTIONSM2 H EXPOSURE O CEDAR PF1 ATHER LFffl 111 , M 1 1 �TIGN5 ITH--r7 rVpnQ Ipr-n\lr-p LrAPM\5(NOT SHOWN FOR MAMA TYPICAL WINDOW TRIM. 1 X-41' AZM' (OR FQLlN,) FLAT TOM "Fl LILL H -- --- WITH 'AM' OF\EQUAL SILL, PAINTED i (COXr,T013E SELECTED) TYPICAL ILE It, I I / 1YPICAL SIDING. TYPICAL WINDOW TP\IM: BRICK FACE ON AL EXPOSED TYPICAL COLUMNS;I'' X-l'' 'AZX (OP,EQUAL) FLAT VIM PATIO E126FI5-TYPICAL 10'' COM0051T 5OLM CO=N5 WITH I(? MAI[tC NA\IfXCf PP,r VPP'r-P WITH 'AZM' OF EQLIN, 5U, PAIN'TP TUSCAN CAP & M5r-PY 'H,P,&G. PFft PF,'--MIJM M19 CEPAF,SHINGLE (COLOrZ TO PE SELECTED) TYPICAL AND PANT 2 COM5-TYPICAL WITH EXPOSURE -T)'PICA, FEB. 21, 2017 5 0 U T H f- L E V AT 10 N THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. SCALE: 4 INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. Fo? Bay Ave. Greenport NY info@ribrownarchitect.com 2 631-477-9752 1 12 `. �-TYPICAL ROOFING TYPICAL ROOF: 12 TYPICAL 61JMF 5YELLOWY� �Ow CEDAR PFff rCTION5 IT ISA VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A YELLOW CFt)Ar.nPFFCT10N5 6'' HALE FOUN12TIN 6UTTfF5 AND WITH 9Y2'' �XF051JF,E OVER WITH 5;2" 12 (NOT" WN FOR PMIZ6,5 LICENSED ARCHITECT,TO ALTER ANY ITEM ON �Xro5uff om 12 CF1?AF[3T\ AlKF 12- THIS DRAWING IN ANY WAY.ANY AUTHORIZED C�PAP,M,�ATH�F, ry"PICAll —12— ALTERATION MUST BE NOTED,SEALED,AND \� \ � /�.-"� \. DESCRIBED IN ACCORDANCE WITH THE LAW. t 6 FASCIA WITH I X 6 FASCIA WTH 6A-GALVANIZED-411 HALF ROUND Wj mt3p 6A-VANIZFP,4'' HALF ROUND OUTTM5-TYPICAL 01 12 VPICA- TYPICAL 51PIN6: 7 Z' 16" MAIMC NANTUCKET PIT [ArM9 PREMIUM WldlfE CEPH N, 5HIN61�F WITH 5%2" EXIF051JP,E TYPICAL 5111Ncl! 0 16" MAIMC NANTUCKET M PFPE12 OF E'' PREMIUM Wd'TF,CrPAP,5HNCAI,E 12 12 12 --TTIC&SIDING: 12 12 16" MAMC WMCrff RT PIPPF[2 �5.7� W*1 �XF05UFE -TYPICA- CEPPR 5HIN61,E WITH r7%2" EXPOSURE 'rmc& CLIENT OWNER I X 6 FA5CIA WITH 6 HALF ND DEBORAH ROUND TIN 6UMP5& LFAPFP5 -TYPICALMOSS TYPICAL COLUMNS, 101 1 COMF051-T, COLUMNS WITH TlJ5CAN COPINIFF OF WALL CAP &13A5E PY 'H,13,&rA'. PFM AND [3rYONP---7S-,77 PROJECTTITLE PAINT 2 COAf5-TYPICA, / NEW RESIDENCE A 1585 DEMAREST ROAD ORIENT NY -i- �3p\ICK PACE ON Al EXPC)Tt2 TYPIC&COM\6! RICK FACE ON r XPC)5,�_P p/ PATO EDGES-TYPICAL MC&WINDOWT'Im: DRAWING FAT10�126�5-TYPICAL OUTDOOR SHOWER �'' X 4" 'AZF�' (OP,EQUAL) FLAT TRIM 10,1 COMP051s 50WZr COLUMNS WITH WITH 1 AZFk' OF,EQUAL 51U. PAINTED fJ5CAN CAP& BASE 13Y 1 HJ3,&6'. PRIME SOUTH, EAST AND (CaOF TO 13F 5MC-1c12) TYPICAL AND PANT 2 COAf5-TYPICAL WEST ELEVATIONS WEST ELEVATION SCALE: '" = 1 '-0" EA 5 T EL EV A T 1 0 N 4 SCALE SCALE: 4' = 1 '-0" FEB. 21, 2017 1/4" = 1'-0"' DRAWING NO. ISSUES/ REV151ONS TYPICAL POOFING: YELLOW CEDAR PERFECTIONS WITH 5 \ !12" EXPO%UP OVER CEDAP.BREATHED d TRIM; TYPICAL POOFING; 11PICAWINDOW \ YELLOW CEDAP PERFEC110N5- I" X-4" 'AZEK' (OR EQLAL) FLAT TRIM WITH 5,'/2" EXPOSURE OVER WITH 'AZEK' OR EQUAL 51LL, FAIN 12 (001.01:TO BE 5ELECTED) TYPICAL CEDAP BiATHEP TYPICAL GUTTERS 6" HALE ROUND TIN GUTTERS AND LEADEP5(NOT SHOWN FOP DRAWING CLAPITY) -TYPICAL ar TYPICAL POOF: FIF _f- HFIF HFIE II YELLOW CFPAP,PERFEC11ON5 - TYPICAL WINDOW TPIM; WITH 5%2" EXP05UPE OVER I" X/-" 'AZEK' (OR EQUAL) FLAT TRIM CEDAR BPEATHFP WITH AZEK OR EQUAL 51LL, PAINTED - (COLOR TO BE SELECTED) TYPICAL L- JL --- u"--==-- TYPICAL POOFING: TYPICAL ROOFING: YELLOW CEDAP PERFECTIONS WITH 5 - YELLOW CEDAR PEPFEC11ON5 WITH 5 TYPICAL 51PING: %2" EXPO5UPE OVEI:CEDAP.BREATHER %2" EXPOSUPE OVEP CEDAR BREATHER 16" MAI 3EC NANTUCKET PPE -- - VrI'EV PPEMIJM MIT'--CEDAP, - 5HINCALE WITH 5!2" EXPOSURE TYPICAL SIDING: TYPICAL , \-TYPICAL SIDING:-------- MAIPEC NANTUCKET PFE DIPPED PREMIUM WHITE CEDAR TE SHINGLE WITH 5!2" EXP05WE AL (NO CORNER BOAR25) -TYPICAL :1L 1E MAHOGANY OUTDOOR SHOWER �` -- _ :1E 1 - LIL Ll _r - -T- -- -- ---- - - ---- .. . . . . . . . . . . . . . . . TYPICAL DOOR TRIM: TYPICAL COLUMN5: I" X.4" 'AZEK' (OR EQUAL) FLAT TP.IM. 10" COMPOSITE 5QLIAP.E COLUMN5 WITH y� I PAINTED(COLOR TO D3 5ELECS9) TU5CAN CAP& 6A5E DY'H,13,&G', PPIME v TYPICAL AND PAINT 2 COAT5-TYPICAL FEB. 21, 2017 NORTH ELEVATION ' C ' 1 [31 1 I FEB. 6, 2017 SCALE: 4" = 1 '-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGH'T'S RESERVED 7-1/2" CLOSED CELL SPRAY Robert I. Brown C 2) 2" x 12" RIDGE BOAPD IN 50 IN5LILATION -TOTAL Architect, P.C. 20 Ba Ave. Greenport NY THICK PRE PRIMED x P .= in o ribrownarchitect.com YELLOW CEDAR SHINGLE ROOFING 12 �\ ,,, _ \ WAINSCOTTING TYPICAL @ 12 - WITH 5!�" EXPOSURE -TYP, g \ \` _\ FoR 50mn 631-477-9752 Q�- %2" GYP,61,13EYONn TYPICAL GUTTEK5: 9TAPE,5FACKLE, - D TYPICALiUT1ER5: /�\-\ DUCT PAINTCOATS pRTYP\ 6 HALF ROUND TIN GUTTERS AND i � TYPICAL EXTERIOR WALL: 6" HALF ROUND 11N GUTTERS AND \\':,.":`. , :,, " (� LEADERS(NOT SHOWN FOR DRAWING 12 �\ . LEADERS (NOT SHOWN FOR DRAWING \\ -- - �� \ 2 \I6" MAiBEC NANTUCKET PRE DIPPED PREMIUM IT ISA VIOLATION OF THE I.AW FOR ANY PERSON, CLARITY) -TYPICAL �,5 12 \TO \ O' 12 CLAP`ITY) -TYPICAL o 0�" 2" X 6" CEILING JOISTS �" UNLESSACTINGUNDERTHE DIRECTION OFA 9 '" Q�@ "aLAr, ` 9 12 FRONT 5@�`' AT 16" O.C. \ ITE CEDAP SHINGLE WITH r7 I2" EXPOSURE QVER LICENSED ARCHITECT,TO ALTER ANY ITEM ON TYPICAL EXTEPIOP WALL: O gTYPICAL EXTERIOR WALL: ��0 3 I, /a CDX PLYWOOD SHEATHING WITH TYVEK OR THIS DRAWING IN ANY WAY.ANY AUTHORIZED 16" MAIBEC NANTUCKET PPE DIPPED PREMIUMo \ 16" MAIBEC NANTUCKET PPE DIPPED PPEMIUM <2) I ,h X 9,2 2,OE3" x8" DRES T� �, 2 EQLIAL HOUSE WP.AP OVER 2 X 6 STUDS @ 16 ALTERATION MUST BE NOTED,SEALED, WHITE CEDAP SHINGLE WITH 5 I%Z" EXPOSURE OVEP 4' O.C. c ` \ WHI11 CEDAR SHINGLE WITH 5!2" EXPOSURE OVEP �/ \ MICROLAM LVL \ O.C.-TYPICAL DESCRIBED IN ACCORDANCE WITH THE LAW. BATHROOM �'. 2"CLOSED CELL 5PPAY-IN FOAM IN5t.LA11ON EQUAL HOUSE WPW QVEP 2" X 6" STUDS @ 16" i8 CD1C PLYW0015NEATNING WITH TYVEK OF, e CDX PLYWO015HEATHING WITH TYVEK OP WALL 5' \ ;;' / R-15 BATT INSULATION BEYOND \ \'`° ` \. EQUAL HIOU5E WPAP OVER 2 X 6 5TUD5 @ 16 O.C.-TYPICAL '/ \ _ O.C.-TYIPICAL \ FtED q 2" CLOSED CELL 5PP.AY-IN FOAM INSULATION 2" CL05ED CELL SPRAY-IN FOAM IN5ULATION �o P-15 BATT MASTER B_ ROOM PPOVIDE LEAD COATED COPPER IN5ULAT10N 1-15 BA1rT IN5L1LA110N - - ROOM No_ - Q o n _ o� BEDROOM _ HALLWAY Q. ,A OAK FLOODS PON15TEP FLA51dl% AT ROOF TO OAr FLOORS OAK FLo0R5 I 2 TYPICAL WINL OW WELL: TYPICAL FLAT POOF AT PPOVIDE LEAD COATED COPPED BLIND STEP SIDING CONNEC110N5-TYPICAL R E A R O WINPOW5: ? ? FLASHING AT ROOF TO SITING / 12 EPDM MEMBRANE OVERr2 CDX PLYWOOD CONNECTIONS-TYPICAL 3,�5 12 5NEA1HING SLOPEi4" PER FOOT-TYPICAL 12 ��3,V5 12 oQ, 3,75 D \6 p G, 2 D \60" Q,G 2,,x8 a 3,75 N @/6, 16" TJI 230 FLOOR J015T5 @ 16" O.C. 16" TJI 230 FLOOR J015T5 @ 16" O.C. 2" X811 C. @ I6" O.C. I',• 2" X 8" C.J. @ 16" O.C. __ 2 X 8 CJ @ I6 O.C. _ -- ;- CLIENT/OWNER DROPPED CEILIN65 �C 3> 2" X 10" arrrr,?? DROPPED CEILING5 (SEE PLANS) \\ (SET PLANS) FRED AND D E B O RAH IO" COMPOSITE 5QUAP,E COLUMN5 WITH 1`a 10" COMPO5ITE 5QLIAP.E COLUMNS WTH -� _ CD _ TUSCAN CAP&(3A5E BY'H,B,&G'. PPIME CORNED OF WALL TUSCAN CAP & BA5E BY'N,B,&G'. PRIME o AND PAINT 2 COATS-TYPICAL R E A R BEYOND = F _ _ AND PAINT 2 COAT5-TYPICAL = _� NGOAK OOPOOIyI E F 5 moss N KITCHEN - \ \� OAK FLOOP5 � o� 10" WW COMPOSITE SQE COLUMN5 WITH COVERED PATI � PROJECT TITLE � COVERED PATIO ��\ TUSCAN CAP & 13A5E BY 'H0,&G , PRIME TI;IMMEPOPENING -i;;;- - __ I%2" 5TONE PAVEPS T I Z 5TONE PAVER5 5ET AND PAINT 2 COAT5-TYPICAL ON A5AND BA5E BEYOND - ON A SAND 13A5E FIREIox NEW RESIDENCE FIN.FLOOR ELEVATION x}4.2' ;'1 \\ C RED FIFE y BRICK) _ 1585 DEMAREST ROAD GPADE ELEVATION 43' _ - � �� -- ---- - - - -- - - - - x ORIENT NY BPICK FACE ON ALL EXP05E1 # / ; a 2 EACH # 5 M-BAR 2 EACH # 5 PE-PAR 2 EACH 5 RE-PAR \� (2) 1 X 11 1/8" 2,0E MICROLAM O z PATIO EDGES-TYPICAL 2" CLOSET CELL SPPAY-IN FOAM INSLILA110NLVL FLU�N WITH JOISTS FOUNPMON WALL, CONTINUOUS-TYPICAL P-22 BATT INSULATION CON11NUOU5-TYPICAL CONIINIJOUS-TYPICAL � - 12" TNK,X 9'-4'' HIGH POURED CONCRETE DRAWING TITLE 2" FICA)I1\151JLATION BASEMENT BASEMENT FOUNDATION WALL5 WTH #4 REINF BAR5 @ BOAP,D,TYP, _ POURED CONCRE1�SLAB �OUNbA110N WALT. �- _ �}„ POURED CONCRET7;SLAB 18” O.C,VERT. &HORIZ, KEYLOCKEP TO A ELEVATION AND N �} �N OVER 6 MIL,VAJ'OP BAPRIEP 12" THK,X 9'-,q'' HIGH POURED CONCRETE 3• CONT.24" WIDE X 12" DEEP POURED ro . FOUNPA11ON WALL5 WITH #4 REINF,BAPS @ QVEP 6 MIL.VAPOP BARRIER DE OND OF- " " ii # WITH 6 X 6 W.W.M.PEINF. .. WITH 6 X 6 W.W.M.PEINF, CONCPETE FTG,WITH C 3) 5 PEINF BARS SECTIONS SECTION 'A - A' 18" o,c,vEPT, &NORIZ. KEYLOCKED TO A S E C T 1 O N 'B - B' CONT,24" WIDE X 12" DEEP POURED (GONG, = 3,000 151 @ 28 DAYS) TYPICAL SCALE: 4" = 1 '-0" CONCRETE FTG.WITH C 3) #5 REINF,BAP.5 SCALE: ;4" = I '-O" (CONC. 3,000 151 @ 28 DAYS) TYPICAL SCALE Sept. 12, 2017 1/4' = i-0"' 3 EACH # 5 RE-BAR DRAWING NO. CONI1NUOU5-TYPICAL ISSUES/ REVISIONS (2) 1 3/4" X 9;2" 2.0E MICP,OLAM LVL IMII76F BEAM 2" X 10" P,,P,, @ 16" O.C. 2" X 10" FR. @ 16" O.C. 9 12 �' \ 2 9 7-1/2" CL05Et7 CELL 5PFAY +�FOAM IN5TAtION(P,-50) p 2" X 6" C.J. �� .` � ,-58" THICK PP,E PP,IMEI7 12 @ 16 O.C. 2.. X 8" C.J. MCIE[FAM � @\6 WAIN5COTT1NG TYPICAL 2 y\0 16 O.C.�p C 2) I /a" @ �\ / FOC?50FFIt5 C?It7G�f30At?f7 TYPICAL EXTEFIOP,WALL: 2 OE MICP,OLAM \ 16" mwEC NANTUCKET Ptd 17IPPE12 PP,EMILIML � \ `�. LV TYPICAL EXTEP,IOp WALL: WHITE 020 SHINGLE WITH 512" EXPOSUP,E OVEP, \ - ---- 16" MAI6EC NANTUCKET FI E 171FPEf7 FP,EMIUM 5i8" CnX PLYWOOD SHEATHING WITH MWE OF �\ Q. i / 7-I/2" CL05EI7 CELL SPP,AY EQ HOU5E WrW OVEF 2" X 6" 5TUP5 @ 16" BEDROOM No.4 r WHITE CEI7AIM SHINGLE WITH 5,2 EXFO%r,E OVEP, i @� \ c,\ FOAM IN5I.I-ATION(P,-50) O.C.-TYPICAL e� OAK FL00F5 12 !Q �/ �� 12 'e" Ct7X PLYWOOl7 SHEATHING WITH TYVEK O1M �;'��• �''�' �� 2" CL05EP CELL 5FP,AY-IN FOAM IN5lLA11ON BATH _ EQUAL HOU5E WF.AP OVFF 2" X 6" 5T!JP5 @ 16" 7 �\ MECHANIC SPACE 6 0 k-I15 3ATT INSULATION OAK FLOODS _ O.C,-TYPICAL <AIP,NANI7L P,) \�7 ACOUSTICAL 2" C05EI7 CELL 5PP,AY-IN FOAM IN51JLMON BATT INSULATION L COL AP. TYPICAL GUMF\5: INSULATION AT ALL - 2 X 6" 6" HALF FOUN17 TIN 6UMV5 ANP [MTNP,OOM I �� 1IM5 @,5211 O.C. LEAPFP\5(NOT SHOWN FOP,PFAWING 375 FEP,IMETEpS 2"X/0, _ 7-I/2" CLO5Et7-CELL SPLAY-IN = = 21 kl p, pp 12 TYPICAL GUTTEP,S c� c� �p 12 CLAP,IYY) -TYPICAL @\6" G• - - --- @/6" ��3,75 = = FOAM IN5ULA110N, P,-5 _ C 16 3,75 X 6 7 _ - _ --- - _-- � 6" HALF t?OUNn 11N GUTTEFS ANf7 ---- - � _� - - O,C 2 16, til 230 FLOOF JOI5T5 @ 16" O.C. 5 LEA12M5(NOT 5HOWN FOP,PF,AWiNG O F1 �JOI 2" X 8" C_J,_@ 16" O.C. 2_ X 8 C,J, @ 16 O.C. 2" X 8" C.J.@ 16" O.C. CLAIMITY) -TYPICAL _a MOVII7E 2'6" X 2'6" MEMOVEAI3 k MUDROOM 10" C0MPO5ITE 5QUAP.E I1\151JOAK FLOOF5 LASP ACCF55 PANEL IN j COLUMN5 WITH TUSTOI,'AGE DOOM CEILINGSCAN CAP & �' 'r 10" COW05ITE 5QUAIME ry LAUNDRY 6A5E 13Y'H,3,&6' FP,IME AN17 FRONT € FRONT COLUMN5 WITH fJ5CAN CAP & i PAINT 2 COATS-TYPICAL BASE 13Y'H,[ OAK OAK FLOOP,S FLOOP,S OAK ,&G'. FFIME ANP REAR STUDY 1 PAINT 2 COAT5-TYPICAL `N t O OU` D OR �� 'A , / 10" COMP051TE SQUAD COVERED PATIO COVERED PATIO SHOWER COVERED PATIO I%2" SCONE PAVEP,S SET 1,121' SCONE PAVEP,S SET 12" STONE PAVEP,S SET COLUMNS WITH TUSCAN CAP & 13A5E PY'H,13,&61. FUME ANP ON A 5AN17 BASE ON A 5ANf7[ASE \ ON A SA#2[ASE PAINT 2 COAT5-TYPICAL 2 EACH 5 P,E PATIO-PAP € \ 2 EACH 5F-PAP, CONTINUOUS-TYPICAL 112" STONE FAVEF5 5ET r' CONT1NUOU5-TYPICAL _ - - - ON A SAND[ASE • 2 x 12 ' FLOOP,J01 2" x IZ" FLOOIM JOISTS @ 16" O.C. c � - \, @ 16 UG 2" CL05EP CELL 5FP,AY-IN FOAM IN51MI N 4" POIJ-\EP CONCrM 5LA13 ,tl P,2213ATt IN%U 110N FOUNPAVON WALL. OM,6 MIL,VAPOP,[APP,IEP, �OUNbA110N WALL; I2" CNK,X 9'-q" NIGH FOUP,Et7 CONCPMI2" TNK,X 9'-4'' NIGH POLIFE17 CONCPETE WITH 6" X 6" W.W.M.P,E'NF, B A 5 E M E N T FOUNI7A110N WALLS IMTN #�}P,EINF.[APS @ ANP HAUNCHES At PEP,IMETEP, BASEMENT ° < FOUNnATION WALLS WITH #�}FEINF,[AIMS @ 4" FOUP,Et7 CONCFM SLAB 18" O.C.VEP,T, & NOP,IZ, KEYLOCKEC7 t0 A 1 " COP, GF WALL �} FOUP,Ef7 CONCP,ETE 18 O.C.VEP,T, &NOP,IZ, KEYLOCKEI7 t0 A a OVEP,6 MIL,VAPOP,[AP,P,IEP, NEP, CONI, 2�'' WIPE X I2" MF POUIFEI7 [EYONr7 SLAB OVEP,6 MIL, CONI,2�}" WI7E X IZ" nEEP POUeE17 WITH 6" X 6" WW,M,PE INF, CONCFETE FTG,WITH C 5) #5 P,EINF,[AP.5 VAPOF PAMMF WITH 6" CONCI.'M FTG,WI`N(5) #5 P,EINF,[AF,5 (CONC. = ,000 P51 @ 28 PAY5) TYPICAL _ ° . . , C CONC, - 3,000 P51 @ 28 PAY5) TYPICAL'C - C' SECTION 'DD' SCALE: 4" = I '-O" 2" MOP INSULATION C 1YP) SCALE: 4" = I '-O" °° a FEB. 6, 2017 _.-z.-'_'_._._._•_ _ -•ate - --- e a --- ------- -- THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGI4TS RESERVED 7-I/2" CLOSED CELL 5FP,AY Robert 1. Brown FOAM INSULATION(P,-50) Architect, P.C. FIr7GE BEAM Pf OVIt7E LEA17 COAT'12 COFMr, 5 0 nf• @r ow rch tc t [uNn STEP FLASHING AT HOOrt NY F T o ibr na ' e om 51PING CONNECTIONS-TYPICAL 631-477-9752 PFOVIPE LEAP COATED COFPEP, P,IPCAE BEAM . - - [LIN17 5TEF MA5HING At P,OOF t0 5117IN6 CQNNEC110N5-TYPICAL 3, IT 1S A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A BEDROOM No.2 Z" X6" C.J @ I6" O.C. LICENSED ARCHITECT,TO ALTER ANY ITEM ON BEDROOM�:4 BEDROOM No.3 - CATNEnP,AI FILING CATNACILING WITH-7G �.CATHEPFACEILING THIS DRAWING IN ANY WAY.ANY AUTHORIZED �Ip p F QpS Q FLQQP,rj OAK FLOOF5 ALTERATION MUST BE NOTED,SEALED,AND MASTER ;: DESCRIBED IN ACCORDANCE WITH THE LAW. BATH ROOM TYPICAL 6LMIM5: CATNFnP,AL CEILING 6" HALF P,OUINC�TTN GUTTEP,S ANP CONDITIONED \ OAK FLOOF5 = LEAFFF5 C NOf SHOWN FOP,171MAWING MECHANICAL SPACE TYPICAL EXTfP,IOP,WALL: �EREG qqC CLARITY) -fYPICAL {{ MASTER BEDROOM 16" MAIMC NANTUCKET FFF 171FPE12 PPMUM '`�� CATNM-N,CEILING WHITE CEI7AP.5HING1LE WITH 5!Z" EXF05UMC O\V\ Q Oaaw.R fin OAK FLOOP,5 y? i8 CI7X FLYWOOf7 5NEA11 ZING WITH TYVEK 0P, WL 2 X 6 COLLAp EQUAL HOIU5E WrW OM,2" X 6" 5TUP5 @ 16" TYPICAL EXTEIP,IOP,WALL: PIES @ 32" O.C. O.C.-TYPICAL 16' MAI[EC NANTUCKETCIFPEI7 PP,EMIUM <2) ,a X 16 MICP,OLAM LVL 2" CLOSEn CELL 5PP,AY-IN FOAM INSULATION ��} WHITE CEDAP SHINGLE WITH 5!2" EXFOSUIME OVEP, = _. ` / \ /: 2,OE UNI7EIM PAPALLEL PAP,TI110N5 P,-15[ATT IN5ULAT10N ,Ip`K C17X PLYIW0017 SHEATHING WITH 1YVEK 01 \/v�- TYPICAL EW EQUAL NOUS WPAP OVEP,2" X 6" 5tUr75 @ I6" Am I I6" TJI 360 FLOOIM JOISTS @ 16" O.C. d; . r 16" TJI 360 FLOOP,J015t5 @ 16" C.C. - \ Cs 16 TJI 360 FLOOIM JOISTS @ 16 O,C. Cy N � s _ 17�` O.C.-TYPICAL _ ,� '''✓' _ 2" CLOSED CELL 5FMY-IN FOAM INSULATION PP,OVII7E " X 2'6" 12EMOVEAI3 E� / i CLIENT OWNER F-15 BATT INSULATION \ (2) 1 3%" X 16" MICFOLAM LVL = 2'-6" INSI q A11 CE55 PAN;L Il 12'-6" 2' 6" -6" ° STOIeAL,E OM CEILING F_I, 2.0E UNJEp PAP.ALLEL FA;;11tI0N5 I �-_ .._. _--------- -- --- -- - ,� '• �'' e,• � �� 1� �TYPIC2" X 10'�PUNLE55 FRED AND DEBORAH TYPICAL OT1�IEIeWiSE NOTED nP,OPM17 CEIL, i' __ MOSS (5EE PLAN5) ✓` �' L V� STORAGE STUDY LIVING AREA DINING AR A KITCHEN 4'' FOUP,E7 CONCRETE SLA[ �` OAK FLOOP,5 OAK FLOOIM5 OAK FLOOP,5 OAK FLOOF5 PROJECT TITLE OVFF 6 M.VAPOF[A-MUP COpNM OF WALL OP,NEIM OF WALL 6 WITH " X 6" W.W.M.PPF, 13EYONt7 EYONC� 0 NEW RESIDENCE (2) # 5 FE-M CONTINUOUS- _ TYPICA- 1585 DEMAREST ROAD (X k 2" X 12" FLOOP,JOISTS @ 16" O.C. y� Sly '�' ' � '� 'uX� ' � ' j ' L� ' FA 'C4 s `� �1 i/ S& 2 x 12" FL0012 J015T5 c0 16" O.C. N�� ',r, '� s ORIENT NY 2" CL05E9 CELL 5PFAY-IN FOAM INSULATION / / 2" CLOSED CELL 5PP,AY-IN FOAM IN5ULA110N P,-22 PAtt INSULATION j P, 2213ATT INSULATION -� DRAWING TITLE W L FOUNnAL ,A110N 1 8" TM.X 91-41, NIGH POUP,EI7 CONCITTE BASEMENT / FOUNDATION W&1L5 WITH #4 FEINF,13AF5 @ -l'' POUP,E17 CONCP,ET SLA[ -z-COPMF OF WALL `�COP,NEP,OF WAL SECTIONS OVEF 6 MIL VAPOF 13AFFI , 18" O.C.VEP,T, & HOVIZ KEYLOMI?TO A l 13FYONP [EYOND CONI, 24" WIDE X 12" DEEP POLIP,ED WITH 6" X 6" W.W.M.F.EINF, CONCFETE FTG,WITH(3) #5 FEINF,13AK5 (CONC, = -5,000 P51 @ 28 DAYS) TYPICAL SCALE ��_._ ---- - - --------- --- ------ - - ------ --------------- -- -- --------------- Sept. 12, 2017 " _ "' DRAWING NO. SECTION SCALE: -L" = P-0" 155UE5/ REVISIONS FXTENP THPEAPFP pion THpU 1"Y OF 61T'nEP, ANP POLI FOC?LF AFT NOTE; 10" COMPOSITE 5QM , COLUMN5 WTN WATER ANP ICE 5PI;LI TO EXTFNP FFOM TIf FOOF TUSCAN CAP&PA5F PY'H,PA6'. Prft AN� 12" PEEP 5/4"THV: AMP STEEL FZOn SAVE TO A MIN.OF 24" (MFA5UTP HOQZ)IN51PF PAINT 2 COAT5-TYPICAL ANCHOF POLI COWrCSIP TO 3/4" THE EXT FIOF W&L5 OVEF 501.IP SHEATHING(TYPICAL THC?EAIEP POP WTH CNW 3/4 COWLFF OF PULPING PErlvftk) NUTPY'51MF50N' 12 18" WLLOW CFPAP.5HIZJ F5 WTH 5"FXP05L82E I%2" 5TONE PAVFF5 5FT ON \� \ OVFFZ I" X 2" LATH OV'-IF 30# FELT OVEP 5/81 A 5ANP PAT \ 9 / PLYWOOP(TYPICAr) �, \� � E�ip,, �\ \ �� MFTALHL ICANFCLIF5ATA.I.kffTF5 G WOCMOOI CROWN_ �%� MOLDING TO BE PAINTED �\ �4161, � .� 4 21. PpICK VENFFF � \ TYPICAL G ftV5: ° 4 6" HALF POUNP TIN 61-rtIF5 ANP I.E M5(NOT �� SHOWN FOCI PZAWNG CLVlTY) -TYPICAL 4 G° G 1/2" GYPSUM PP.@ ALL WALLS 4 &cFILwGs(uNLEss omE WSF _ GENnE S oP�FINISI Fn GpAPF �� WOCM004 CROWN \� I " X 4" TRIM BOARD, NorEn) TAPE,SPACKLE,PRIME t I" X 611 FA5CIAPP. From 5TCZUCTUKF-TYPICAL MOLDING TO BE PAINTED PAINTED ANP PAINT(2 COAT5) TYPICA, t \ 4 I I-�1 4 it �(TYPICAL) 4 Q4 I" X 50FFIT(TYPICAL) `S 4 4 4 12" ANCHoF rpol _ � I " X 6" TRIM BOARD, TYPICAL FXTFFIop WALL: 4 16" MAIPFC NAKlfILKFT?F? PIPPED PFWIUM z PAINTED WHITE 5 EPAP 5HIN6LF WTH 5%2" EXPO5l.T 4" 4 4 o OVFf /e CIX FYWOOP SHEATHING WITH VVEK OF EQUAL HOU5E WV OVV 2"X 6" 5TUn5 @ «) EACH Plp'. # 5 ff-PAP. z 16" O,C,-TYPICAL - 4 4 4 4 . 4 4 v . 4 � POTTOM OF FOOTNG TO PA MIN. VJICA., �AVF P�f& a 4 . OF 3'-O" ItLOW 6I.APF AVP PEAP. 4 4 ON VIF61N 501L -T`FICA, 2' ICAC COFF�F�p CNM6 MOWN6- fYPICAL COLUMN PH\. b�1'AI� G/AI F111 � I -OII ll/V� SCALE: 1-112" - I'-01' THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED 3" p00F VFNT5-TYPICAL 3" p00F VENT5-TYPICAL n� - -- Robert I. Brown Architect, P.C. zo5 Bay Ave. Greenport NY info@ribrownarchitect.com 211 631-477-9752 211 I 2" I %211 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 211 UNLESS ACTING UNDER THE DIRECTION OF A 211 211 LICENSED ARCHITECT,TO ALTER ANY ITEM ON LAV, LAV, THIS DRAWING IN ANYWAY.ANY AUTHORIZED C. W.C. ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. r 5HOWWp (��ED AR I2II 211 I h11 C . C.O. gC` 07 top • R, 2 I w SOC �-� 211 V211 1211 5✓OP 211 51K FLXAV. 51% 1:2151 Y` W C WASH, CLIENT(OWNER WA5�1, J IWICA., PA5� MO�Pl% P�TAL 1Y211 FRED AND DEBORAH A�� 1!' p /J / VVI I- / G11 - I -OI %2" %211 ,II MOSS J C.0 C.O. C O, 4X11 PROJECT TITLE II C.O. NEW RESIDENCE HouSE rnAP 71 Av 1585 DEMAREST ROAD ORIENT NY 411 C i fO App SEPTC SYSTEM -VEI:IFY -EF WITH 5ylVEY DRAWING TITLE DETAILS V)I I I A A r7 I A I / V)I /"I-V) Vl I A / V) A A A FEB. 6, 2017 SCALE DRAWING NO. 15SUES/ REVISIONS F- -1 F- F— - F— —1 J L J L — J L L J L ELECTRICAL LEGEND LIGHT SWITCH 3 = THREE WAY D = DIMMER — — — — — — — — — JAM SWITCH D e D •D D t. °` 8 OUTLET GFI= GROUND FAULT INTERUPT D AR ° 220 = VOLT 4 = QUADAD OUTLET e D FIXTURE : FOI:IstFL S= SURFACE MOUNT PROVIDED BY OWNER �N��A1O • R= RECE55ED PROVIDED BY CONTRACTOR Gr? LSI POWN LICK5-TW. _ _ — FEB. 6, 2017 C WALL SCONCE PHONE — THESE PLANS ARE AN INSTRUMENT OF SERVICE TV CABLE (j)E NETWORK CABLE D — cn _ _ AND ARE THE PROPERTY OF THE ARCHITECT. SPEAKERS 4 %/ �\ > UNEXCAVATED INFRINGEMENTS WILL BE PROSECUTED 51-V A130V� 2017 ALL RIGHTS RESERVED i AI ALARM KEYPAD D. lu \ i � 4 THERMOSTAT Com LFt7170WN ' VENT LIGNTS TYP, -1 LI D BASEMENT Robert I. Brown CO CARBON MONOXIDE DETECTOR Architect, P.C. tWA- P � t70WN300 AMP uGNTs-fr. zo5 Bax Ave. Greenport NY �-ECT7,IC PANEL CO Lin POWN info@rlbrownarchitect.com LIGHT TRACK �, - _ _ 631-477-9752 I U� IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A (� , 6• LICENSED ARCHITECT,TO ALTER ANY ITEM ON I THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND I • D D , ` ° D DESCRIBED IN ACCORDANCE WITH THE LAW. Ll L -J ISSED AR �9T 3 P� EW F- — -1 F F- F- � J L —1 L — J L J L J L J L J L J CLIENT/OWNER FRED AND DEBORAH MOSS PROJECT TITLE B A S E M ENT E L E C T R I CAL PLAN SCALE: 4" = I '-o NEW RESIDENCE 1585 DEMAREST ROAD ORIENT NY DRAWING TITLE BASEMENT ELECTRICAL PLAN SCALEFEB. 21, 2017 1/4' = i-0", DRAWING NO. ISSUES/ REVISIONS I I1 ❑ ❑ R(WP)�/ \ R(WP), R(WP) Y � \\�R(WP) R(WP)/ \� ELECTRICAL LEGEND R(WP) R(WP) ❑ / - --- - _ - \ \ � COVERED PATIO — �, LIGHT SWITCH : 3 = THREE WAY ------ D D = DIMMER \ / `JJAIM SWITCH W p \ W p ch / FEB. 6, 2017 OUTLET GFI= GROUND FAULT INTERUPT ❑ i i OUTDOO _ 220 = 220 VOLT _ / — L / SHOWER 4 = QUAD OUTLET �� , - - — W p W p 3 THESE PLANS ARE AN INSTRUMENT OF SERVICE FIXTURE : G'P,I, R - — R R AND ARE THE PROPERTY OF THE ARCHITECT. S= SURFACE MOUNT PROVIDED BY OWNER R R / \ R INFRINGEMENTS WILL BE PROSECUTED R= RECESSED PROVIDED BY CONTRACTOR Q I-O WALL SCONCE / \ R � �_ _ _�' � ,-8 41 01 � zoiy ALL RIGHTS RESERVED PHIONE I R_ - \' — ' \ AI,�OW FOP.,f I'XOPI \ / - STORAGE \� I OLIt1,�T5, LOCATE AS � STUDY TV CABLE 5E NETWORK CABLE - G-mlF,li I Pip OWU�� \ R(WP) SPEAKERS 1�rl �-0I. l 5 / S ❑ R R Rid \i \ 4 ALARM KEYPAD W.P. 1 o R ❑\ 7 \ \ ( v / , \ \ R \ Robert 1. Brown TF1 ERMOSTAT T / \" \ R \ S \ \ Architect, P.C. EXFIAUST FAN / KITCHEN i R 10 O MG \ ' — "/ I Zo5 Bay Ave. Greenport NY info@ribrownarchrtect.com ' TV)� ' I 631-477-9752 CARBON MONOXIDE DETECTOR MUDROOML \ �1 \ �— - —� " — ' LAUNDRY / IT IS A VIOLATION OF THE LAW FOR ANY PERSON, {q —\ - —� ❑ -(,� , F- �l/ \ R / UNLESS ACTING UNDER THE DIRECTION OF A I \ `} LICENSED ARCHITECT,TO ALTER ANY ITEM ON \ - _ �� / - \3 m R\ m cn 11 �/p THIS DRAWING IN ANY WAY.ANY AUTHORIZED R T {y —� ALTERATION MUST BE NOTED,SEALED,AND W.P. \ \ ��/^ DESCRIBED IN ACCORDANCE WITH THE LAW. \ WDR. RM. r -- � — _ a3 �N TO WITH 0 ur R f eNCH WITH 5fGF.BELOW ❑ 2nd LO p / R P, i R SUI?EAC� M�TI�, / � '(FRED ARc SRT 1.eR W,p, 00 F� ENTRY FOIYER CL05. ' 2 ( _� W,p, 341 Q� j � 13 NEW�O R(Vv'F) R(WP) CLIENT/OWNER {�\WP) /\(WF) RSP }\ /(Tr R(WF) R(WP) / 1 - - - - _ - - -" - - FRED AND DEBORAH ❑ ❑ ❑ ❑ ❑ \ ❑ MOSS PROJECT TITLE F I RST F LOOK ELECTRICAL PLAN NEW RESIDENCE SCALE: 4" = 1 '-0" 1585 DEMAREST ROAD ORIENT NY DRAWING TITLE FIRST FLOOR ELECTRICAL PLAN FEB. 21, 2017 SCALE 1/411 = i-O", DRAWING NO. 155Uf5/ REVISIONS ELECTRICAL LEGEND $ LIGHT SWITCH 3 = THREE WAY D = DIMMER JAM SWITCH Q- OUTLET : � �- GFI= GROUND FAULT INTERUPT _ ' 220 = 220 VOLT 10 FM5f 4 = QUAD OUTLET Nf FIXTURE S= SURFACE MOUNT PROVIDED BY OWNER GF.I. BEDROOM No.2 BEDROOM No.3 BEDROOM No.4 R= RECESSED PROVIDED BY CONTRACTOR m K0 WALL SCONCE > TV1 FEB. 6, 2017 PeN�/wr PHONE TV CABLE 5E NETWORK CABLE P�NJANT !TV �— \ PFNt7ANf THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. 5PEAKER5 p INFRINGEMENTS WILL,BE PROSECUTED OTV [I]A ALARM KEYPAD ® MASTER BEDROOM _ - j / �ApNANnL�� Zo�� AttRICHTSRESERVED Q THERMOSTAT 1 VENT CL. \ _ I I ACCESS PANEI — � CL. I CL. � I� ; �� I�CL. f CO CARBON MONOXIDE DETECTOR K� C '�'I'1i Robert I. Brown I l J Architect, P.C. 20 Bax Ave. Greenport NY 4 $3$3 R R - / info@ribrownarchltect.com HALLWAY _ — R I RT / WP, 631-477-9752 �/ _ m / fO 5WIfCH ON V � �� Ist FL001' R-(�' Tr - -� PN CL. 0 \ _ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, CL. _ \ - - Cy' UNLESS ACTING UNDER THE DIRECTION OFA $$ EXNAUS LICENSED ARCHITECT,TO ALTER ANY ITEM ON i 3 i 3 = Nr THIS DRAWING IN ANYWAY.ANYAUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. I I BRED AROyi F��A 4 O�� \ E�� CLIENT/OWNER FRED AND DEBORAH SECON D FLOOR ELECTRICAL PLAN MOSS SCALE: 4" = 1 '-O" PROJECT TITLE NEW RESIDENCE 1585 DEMAREST ROAD ORIENT NY DRAWING TITLE SECOND FLOOR ELECTRICAL PLAN SCALE FEB. 21, 2017 1/4' DRAWING NO. 155UE5/ REV1510N5 O °•D D ° • s D ° • B ° D ° ° e B ° p >. D° ° , °° ° ° ° D ° ° D ° z s °.h ._- f p � ° • D• 20017M 200 CFM 200 CF1w1 150 GFM 150 CFM , •D D 300 CFM $\.... ^'��^�'\��..g��\�\\'e�'�ey '�s::<'\�.�..:e\\\�c�c<wve��\\\\\:�.,s�.\�"*,a'�Sna:�.•,°aw�.vv¢ae��yw\'\��.w�\..xbi ��\w\'\'M.oasx�. �'e�. \. .::� .... .�� .. < \ . . .. � ... � w..,�\.'::....:�...�.��:\.a...:: . •'^�.c,>.:\-�..'.e. '�:.\�<.:�..�,.z:�as��°� . �. G�N��Arop e ° D" • D e • p , F, UNEXCAVATED 51.A3 MOVr ug D' Zi VR D• 0 3 °D BASEMENT FEB. 6, 2017 WATT KANPL. r �Of?Ist�U, 3OO AMP Nr(', CO ( FJFCr(�p THESE PLANS ARE AN INSTRUMENT OF SERVICE �00 AIC{PAN I \\puMp, �� I I SO CFM AND ARE THE PROPERTY OF THE ARCHITECT. -- INFRINGEMENTS WILL BE PROSECUTED • D • ' 2017 ALL RIGHTS RESERVED i„ 7— G5.CFM,, £ ? NOTA, MOVIPF pOUGN I u� FLUMPING For F5 D ° MTHf:00M IN TNI5 ASA Robert I. Brown • Architect, P.C. 58 CFM^ 50tFM ; Zo55 Bay Ave. Greenport NY inPo@ribrownarchitect.com '• p � • , 631-477-9752 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 ANYWAY.ANY AUTHORIZED pa R ALTERATION MUST BE NOTED,SEALED,AND D D DESCRIBED IN ACCORDANCE WITH THE LAW. HVAC NOTES: ALL FIRST FLOOR SUPPLY REGISTERS TO BE FLOOR ED AR MOUNTED EXCEPT AS NOTED, AND CENTERED ON et��a g� R0� WINDOWS. jw ALL SUPPLY REGISTERS TO BE REGGIO SQUARE GILLES, B A 5 E M ENT M E C HAN I CAL PLAN OIL RUBBED BRONZE, SIZED FOR APPROPRIATE CFM. SCALE: 4" = I .—Cr ALL RETURN GRILLES SHALL BE ALUMINUM, TO BE MOUNTED AT TOPS OF WALLS, PAINTED TO MATCH WALLS. CLIENT/OWNER AIR HANDLERS TO BE LENNOX CBWMV VARIABLE AIR FRED AND DEBORAH SPEED HYDPONIC AIR HANDLERS OR EQUAL APPROVED MOSS BY ARCH ITECT. ALL CFM AND DUCTS SIZES ARE SUBJECT TO PROJECT TITLE VERIFICATION. DUCT LAYOUT IS SCHEMATIC. NEW RESIDENCE REGISTER AND DUCT LOCATIONS ARE TO BE 1585 DEMAREST ROAD CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. ORIENT NY DRAWING TITLE BASEMENT MECHANICAL PLAN FEB. 21, 2017 SCALE 1/4" DRAWING NO. 155UE5/ REV151ON5 ❑ ❑ ❑ ❑ ❑ ❑ COVERED PATIO god CFM 20 CFM 20 CFM _ 150_CFM 150 CFM OUTDOO 300 CFM 5h0WEK ❑ 7/ 5TORAGE 5 T U D Y Ll FEB. 6, 2017 LIVING I KITCHEN R O O M THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. �- - M U DROOM INFRINGEMENTS WILL BE PROSECUTED 80 CFM 80 CFM 2017 ALL RIGHTS RESERVED RETURN LAUNDRY AT TOP OF,WALL 65.CFM Robert I. Brown _ 13E;NCN WIN STOt'.,I3F�OW PN ' 1 Architect, P.C. PWDR. RM. � i �1 J 205 Bay Ave. Greenport NY ENTRY FOYER CL05. info@rlbrownarchltect.com L50 ❑ 631-477-9752 ❑ � ❑❑ M 50 CFM IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OFA LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ❑ ❑ ❑ ❑ ❑ ❑ ❑ �FaED ApC O��T ti/T n HVAC NOTES: ALL FIRST FLOOR SUPPLY REGISTERS TO BE FLOOR F I K S T FLOOR MECHANICAL F IL A N MOUNTED EXCEPT AS NOTE, AND CENTERED ON SCALE: 4I,, — I '-O" WINDOWS. ALL SUPPLY REGISTERS TO BE REGGIO SQUARE GILLES, OIL RUBBED BRONZE, SIZED FOR APPROPRIATE CFM. \ CLIENT/OWNER \ ALL RETURN GRILLES SHALL BE'ALUMINUM, TO BE FRED AND DEBORAH IMOMOUNTED AT TOPS OF WALLS, PAINTED TO MATCH 5. moss AIR HANDLERS TO BE LENNOX CBWMV VARIABLE AIR PROJECT TITLE SPEED HYDRONIC AIR HANDLERS OR EQUAL APPROVED BY ARCHITECT. NEW RESIDENCE ALL CFM AND DUCTS SIZES ARE SUBJECT TO 1585 DEMAREST ROAD VERIFICATION. DUCT LAYOUT 15 SCHEMATIC. ORIENT NY REGISTER AND DUCT LOCATIONS ARE TO BE CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. DRAWING TITLE FIRST FLOOR MECHANICAL PLAN FEB. 21, 201 SCALE 7 1/411 = 1-0„F DRAWING NO. ISSUES/ REVISIONS d - -- 0 M&5T IN CEILING VENT G5 CFM BEDROOM No.2 BEDROOM No.3 BEDROOM No.4 IN CEILING IN CEI!ING IN CEILING MOfOpIZEl7 PAMI Et; EOp ZONE CON1"P.01.: —:i — ZONE I MA5T I?SUITE IN WALL NEAP U U v U ZONE 2 rFMAINPEk Ff 5ECONn'00F CEILINGO \ O 0 ® MA5TER BEDROOM m> - «...,.<......,.,..:,z..,,, :.;< ,<»,::. :.:::.. ....,....,........., I - :✓ Alp RAN f7LEp — I.. .. ...�,. .,� .......,.........<e:•:�.......<...:. ....... ... .. .imp. ��x, ��..��:�, v, ��a�� .�� . � �. .. .. �a .. .. � � — — A'Ca55 rmA L FEB. 6, 201 L — 7 CL. CLo CL. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. ,�-50 CFM RETURN GRILLE + T G5 CF INFRINGEMENTS WILL BE PROSECUTED IN WALL NEA? LOWEIR IN CEILING WALL �, 2017 ALL RIGHTS RESERVED CEILING - HALLWAY PN � - Robert I. Brown - — VENTArchitect, P.C. Zo5 Bax Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 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.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Rv(�ED A,QC, HVAC NOTES: ALL SECOND FLOOR SUPPLY REGISTERS TO BE CEILING * OR TOP OF WALL MOUNTED EXCEPT AS NOTED. SECOND FLOOD MECHANICAL PLAN R ` SCALE: 4" = 1 '-0" ALL SUPPLY REGISTERS AND RETURN GRILLES SHALL BE ALUMINUM, TO BE MOUNTED AS NOTED, PAINTED TO MATCH SURFACE. AIR HANDLERS TO BE LENNOX CBWMV VARIABLE AIR CLIENTOWNER SPEED HYDRONIC AIR HANDLERS OR EQUAL APPROVED FRED AND DEBORAH BY ARCHITECT. T ALL CFM AND DUCTS SIZES ARE SUBJECT TO OSS VERIFICATION. DUCT LAYOUT IS SCHEMATIC. PROJECT TITLE REGISTER AND DUCT LOCATIONS ARE TO BE CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. NEW RESIDENCE 1585 DEMAREST ROAD ORIENT NY DRAWING TITLE SECOND FLOOR MECHANICAL PLAN FEB. 21, 2017 SCALE 1/4" DRAWING NO.