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HomeMy WebLinkAbout41996-Z 4�pg11FFUl,��a Town of Southold 1/14/2019 o� P.O.Box 1179 53095 Main Rd py�jd ;ao'c� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40165 Date: 1/14/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 280 Terry Ct.,Southold SCTM#: 473889 Sec/Block/Lot: 59.-11-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/12/2017 pursuant to which Building Permit No. 41996 dated 9/27/2017 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 COVERED PORCH AND UNFINISHED BASEMENT AS APPLIED FOR The certificate is issued to O'sullivan,Kerry&Ann of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-13-0041 05-31-2018 ELECTRICAL CERTIFICATE NO. 41996 09-11-2018 PLUMBERS CERTIFICATION DATED 09-19-2018 d Piecu 94 T d Signature o�saFFnt,r�vTOWN OF SOUTHOLD BUILDING DEPARTMENT 12 TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41996 Date: 9/27/2017 Permission is hereby granted to: O'sullivan, Kerry 1 Linwood Ave Farmingdale, NY 11735 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 280 Terry Ct.,Southold SCTM #473889 Sec/Block/Lot# 59.-11-11 Pursuant to application dated 9/12/2017 and approved by the Building Inspector. To expire on 3/29/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,910.00 CO -NEW DWELLING $50.00 Total: $1,960.00 wilding nspector 1 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial $15.00 Date. q)L/z -/ New Construction: Old or Pre-existing Building: (check one) Location of Property: 1 0 tqt //?71 House No. Street ! Hamlet Owner or Owners of Property: P�� ^Suffolk County Tax Map No 1000, Section 7 Block `/ Lot Subdivision Filed Map. Lot: �l Permit No. 6119116 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: / Planning Board Approval: / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applic t gnature SO(/T�®l , Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ®l�• � �o roaer.richert c--town.southold.ny.us 4UNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To O'Sullivan Address: 280 Terry Ct City: Southold St- New York Zip- 11971 Building Permit#. 41996 Section. 59 Block- 11 Lot- 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Platinum East Electric License No. 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Surrey Attic X Garage INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 56 Ceding Fixtures 13 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures 13 Smoke Detectors 3 Main Panel 200a A/C Condenser 2 Single Recpt 1 Recessed Fixtures 43 CO Detectors Sub Panel - A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 200a Switches 57 Twist Lock Exit Fixtures TVSS Other Equipment: 3-combination smoke/co detectors, 3-bath fans, 3-paddle fans, range hood, 10 ARC fault circuit breakers Notes Inspector Signature: �v Date: September 11 2018 81-Cert Electrical Compliance Form As D I , SEP 1 9 2018 Bl'II mr,DEPT. r �O old _ Town Hall Annex Telephone(63117654802_ 54375 Main Road Fax(6311765-95-02 - - P.O.Box 1179 Southold,New'York 11971-0959 a� BUILDING 1)EPA.RTN NT - TONT OF SOIJMOLD " ti- - -CERTIFICATION- Date: CERTIFICATION-Date: Building Permit No. Owner_ V Q-11 = (Please print) Plumber: 3Kad 'Pi_GcVck _ 44 (Please print) I certify that the solder used in the crater supply system contains less.th_an 2110 brf 1 lead (Plumbers Sim) _ +_ Swom to before me this day of -e 20 - TRACEY L. DWYER ` NOTARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 MAW QUALIFIED IN SUFFOLK COUN COMMISSION EXPIRES JUNE 30, , Notary Public, County OE 50[/lyo� N o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST Afl> [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: b vYw� I A✓ NnAw �{ Qr n Y S Pr ri� � Ak, rj;WAd✓ � h 3 wpj6AAj DATE I �?J INSPECTOR QIlwai Sopj�, �o� olo �ycoUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ZFOUNDATION 2ND /VD [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GH) [ ] ELE TRICAL (FINAL) REMARKS: 0 n � L/ rJ ( A 4;� DATEINSPECTORAAvuwIlliff UE SO�lyOlo cOUIVi`I,a TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: WDATE � INSPECTOR SOUj�,OI T � o OOUNTI,� TOWN OF SOUTHOLD BUILDING DEFT. 766-1602 INSPECTION [ ] FOUNDATION 1ST [VleROUGH PLRG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: OSI 15 41, 7 - Qib,xvvt"- QkOL Vb'�" 119✓✓ 0 ot h ti USrJ" DATE Y / INSPECTOR OF SOp .. . y o °y o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FI LACE & CHIMNEY [ ] F SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [t4 FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:, R- VI'ct-.., bucP- vKZ '6 VPi �/ U DIJ O{� 1 Fw w c JAI 'vr DATE INSPECTOR OF SOUIyo� * * TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 4ztcv INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. qq/ 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: ® x- DATE /� �� INSPECTORS BOE SouT�, * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING /STRAPPING [ FINAL Alf> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONS [ ] CAU KING REMARKS: (t) y" r0oy ey Ste Am - ov, "/� 4 WWL Ll I� Cob b DATEINSPECTOR Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck, New York 11952 Fax 631-298-2651 www.condonengineering.com December 6, 2018 ��=ID DD JAN - 9 2019 Mr. Mike Verity Building Department F^- ;n 7 , Town of Southold Town Hall ����T � " ° P.O. Box 1179 TOWN Off'S®�J'Tizsil Southold, NY 11971-0959 Re: O'Sullivan residence—280 Terry Court,Southold, NY Dear Mr.Verity: As requested, I performed a blower door test for the dwelling at the above referenced property. The blower door reading for the dwelling is 1,255 CFM5owhich is less than the required maximum leakage rate of 1,262 CFM5o or 3.0 ACH The duct leakage for the mechanical system on the first floor is 58 CFM25 and the second floor system 32 CFM25which is at or less than 4 SF per 100 SF of floor space. As required by the 2015 International Energy Conservation Code and 2017 Supplement to the NYSECCC and Town of Southampton Code, I am a RESNET Certified Home Energy Rater and am qualified to provide performance testing of buildings. Please call me if you have any questions or require additional information. A n, P.E. J.P. HUNTER ENTERPRISES, INC. HUNTER INSULATION ■ HUNTER HARDWOOD FLOORING 675 Elton Street, Riverhead,NY 11901 (631)283-4120 fax(631)283-4163 May 9, 2018 RE: 280 Terry Court Southold MAY 1 0 2018 To Whom It May Concern, TOWN OF SOUTHOLD The above referenced house was insulated as follows: Insulate flat open ceiling with 9" R-30 kraft faced fiberglass insulation. Insulate 2 x 10 slope ceiling with 9" R-30 kraft faced fiberglass insulation with full baffle. Insulate 2 x 4 exterior wall with 3 %" R-15 kraft faced fiberglass insulation. Insulate stairwell with 3 %" R-15 kraft faced fiberglass insulation. Sound deaden interior walls with 3 %:" fiberglass sound batts. Sound deaden between floors with 6" fiberglass sound batts. Insulate basement ceiling with 9" R-30 reversed, secured with tigers teeth. Fire caulk all penetrations as per code. Caulking at all sheathing joints, bottom plates, and any penetrations to exterior. Install FSK air barrier at all open kneewalls, caulked. Install windwash baffle at perimeter.. Fiberglass batts to be installed as per energy star specifications. Low expansion foam at windows and doors. Sincerely, Kenneth Brauner fi � t • i 0. • • .. w � r � �i -- - Illli]IGit■L���l{I1r : [ a..►'*t i,. oZ, fit • . . . . �E- .. Iii M/MA ,J WiW Or,m ; - . mCud I ' W May".1/7I d • all ` IN 0.7 INOL ATIC)N'PFA N.Y. I .!I t !L L l �i�►i1 ' .�r4<2 ►.II- ���11�am!1■�J►.�� n •TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST =BMLDINGDEPARTMENT Do you have or need the following,before applying?.' - 'TO, WN HALL a' Board of Health SOUTHOLID,NY 11971 4 sets of Building Plans TEL:-(631)7¢54802 ding Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. \ Ghack , V Septic Form O �astees ' V C 0.,Application F400J.Permit Examined ql���26 \\V Single&Separate ® ��� 10 Truss Identification Form DD **" n ✓Ston-Water Assessment Form SEP 1 1 2017 Contact: APpToved 20_a Disapproved a/c BIN�°s]DEP'. TOWN OF SO Phone: �-lb 7601 q72-1- q 7h Expiration 51 2q 20 Build spector APPLICATION FOR BUILDING PERMIT Date ,20-/-7 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 apcording 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 throughoutthe 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. (Signator a icant or name,if a corporation) ® d Y. (Mailing address of applic t) State whether applicant QSwrte , lessee,agent,architect,engineer, general contractor;electrician,plumber or builder r I � Name of owner of premises KP_ R -Ta !l/�M-1 &.V— (01( /v y (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. Plu4ers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will-be done: S- -11q 7 House Number Streit Hamlet ' County Tax Map No. 1Q00 Section '> Block I - Lot �l y 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 VOC'..A-Alil /-O-F b. Intended use and occupancy a M L� 3. Nature of work(check which applicable):New Building t,"" Addition Alteration Repair, Removal Demolition Other Work (Description) 4. Estimated Cost 4-0©,06700 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each•floor If garage, number of cars Aefir9 /li ed 6. •If business,commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front �`��/� Rear Depth, Height Number of Stories Dimensions of f same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Frontear j Depth �3 Height a 7 !i Number of Stories 9. Size of lot: Front �� ry Rear /00! /01DDepth l qC 10.Date of Purchase 6Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO &1 13. Will lot be re-graded?YES NO Will excess fill be remo ed from pre ses? S,P NO 14.Names of Owner ofremises �� d�' t/l�i/�r/Address��+)��✓o� I lone No._ak;5��—917 Name of Architect VC-e&?'"4cv6fAe-l)I Address 4 RrW1;y1 Ata Phone No e?1 S'3 7-/30''7 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 QUIRED. b.Is this propery within 300 feet of a tidal wetland? *,YES 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 *IF YES,PROVIDE A COPY. STATE OF NEW YORK) ,S. COUNTY ORS11 `�t,API 4, V Le l I/U,"�1 being duly-sworn,deposes and says that(s)he is the applicant (Name of irAividual signing contract)above named, (S)He is the (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 th' 11� day of 20_j-1'tl I�UOA t otary Public I HACEY L. DWYER" S' a e of Applicant TARY PUBLIC,STATE OF NEW YORK NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2©(Z Scott A. Russell SUPERVISOR TWAN A\(G)ENHEN T l t ` ry SOUTHOLDTOWN HALL-P-O.Box 1179 y��. �'�� (v( Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 �• CHAPTER 236 - STORM-WATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES HIS PROJECT INVOLVE ANY OF THE FOLLOWING: ` (CHECK ALL THAT APPLY) Yes No ❑[ A_ Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surf ace- LIN B- Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑MC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance- 3 ❑[� D- Site preparation within 100 feet of wetlands, beach, bluff or coastal , erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted -- - -------- - -=en= lip�f any---w-at-eLr-eau-r-se- - --- --------- - - -:-- - = ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces_ If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S-C-T.M. #: 1000 Date: APPLICANT: (Property Owner,Design Professional.Agent.Contractor,Other) District NAME- t/ (✓. � -1-L-- -�-—�-�-F Section Block Lot r0 Iii!}LpN D-PART%-Ii;INT USE Contact Information 1 6 ) 57-7�2 F 0 _ Reviewed By: I, - - - - - - - - - - - - — - - - - — Date: q'11--2d!1 Property Address / Location of Construction Work_ — — — — — — — — — — — — — — — — — � r ❑ Approved for proce en Building Permit- 41 ermit- - - - i q Stormwater Management Control Plan Not Required. SDK �`h u W All"V, Stormwater Management Control Plan t�Required (Forward to Enguieerino Department for Review.) FORM ' SMCP - TOS MAY 201 ( i r' — APPLICANT: S.C,T,M, *: 1000 s CHAPTER 236 Wroperry Owner,Design Professional,Agent,Contactor,Other! —6„K a0 or < N N Stormwater Management Control Plan CHECK LIST NAME a GL r7j Section Block Lot � � a S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application Y4 a „� Date: n '7 , * The applicant must provide a Complete Explanation and/or Reason for not providing of A",�4 all Information that has been Required by the following Checklist! I A Site Plan drawn to scale Not Less that 60' to the inch MUST t If You answered No or NA to any Item, Please Provide Justification Heiei show all of the following items; YES NO NA If you need additional room for explanations, Please Provide additional Papei. a, Location & Description of Property Boundaries b, Total Site Acreage, c. Exiating - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-1702), d. Test Hole Data Indicating Soil Characteristics& Depth to Ground Water, O5lON &SEDIMENT c9jy:FR0tS e. Limits of Clearing & Area of Proposed Land Disturbance, I all include but not bQ lifnited f, Existing & Proposed Contours of the Site (Minimum z intervals) I well maint ' °' g. Location of all existing & proposed structures, roads, Wire Backed Siltn ranee, driveways, sidewalks, drainage improvements & utilities, Seeding of a za ton & h. Spot Grades & Finish Floor Elevations for all existing & inactive soils. 1 proposed structures. _ I, Location of proposed Swimming Pool and discharge ring. JI I _ ). Location of proposed Soil Stockpile Areas), it k. Location of proposed Construction Entrance/Staging Area(s), ll _ I. Location of proposed concrete washout area(s). li ngAINAGE INSPECTIONS ARE R RhU M. Location of all proposed erosion& sediment control measures, I Engineering at 765-1560 before 2. Stormwater Management Control Plan must Include Calculations showing Iide Engineer's Certification that the Stormwater improvements are sized to capture,store,and Infiltrate Rackfill, ng Prov' been ins O on-site the run-off from all impervious surfaces generated by a two(2"1 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: ' 2-0 17— a, Erosion & Sedirrient Controls, _ b, Construction Entrance & Site Access, B1 M DING DEI RZ c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc,) d Leaching Structures (e,g, Infiltration basins,swales,etc.) I' )li i:i�i(,3'lieckLjst .)f::Pr;l': i "I' USE ONI..Y"°"`" 1. Additional Information is Required, ;,� Reviewed & Stormwater Management Control Plan is Not Complete. I E] AppiovedBy: — — — — — — — — — — — — — — — — — — — — — — — — - `' i Stormwater Management Control Plan is Complete. Date- Z� n ! SMCP has been approved by the Engineering Department I I FORM ° SWCPTOS MAY 2014 F SOl 0 Town Hall Annex Ri � >r$54375 Main Road6Q�ijJjJP.O.Box 1179 �� ro er.riche VnuE Southold,NY 11971-0959 0 ���OUNT'IIt OCT 16 2017 BUILDING DEPARTMENT BUILDING DEPT. TOWN OF SOIJTHOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �f ITI-1 Date: Company Name: ,��-% C ��- Al- Name: - - - - - -- -- - License No.: 3q091 _MGr Address: 13 D 6c=JV061fS 9D Phone No.: G31 - 1)65- ctya JOBSITE INFORMATION: (*Indicates required information) *Name: _ S v I-L I Uf V *Address: TE`nr�y CYvr�T Svc c�oc r� *Cross Street: *Phone No.: 6 71 d1 � S_ 7y z Y, Permit No.: Tax Map District: 1000 Secti � Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Forint Clearly) ($� Ll� (moo _ ',a r� l"�as� amoo /f/11f4 (2;0 ^4 -'o —� -- - - -- -- -- -- np - �t.�r-ems ; -- -- -- --- - - ----- ---� - �' --- (Please Circle All That Apply) � *Is job ready for inspection: YES /9_�; Rough In Final *Do you need a Temp Certificate: YES NO Temp Information (If ed) *Service Size: 6We 3Phase 100 - 150 20 300 350 400 Other *New Service. Re-connect ndergroun Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION . V PaAlk Go111- 11 :2 82-Request for Inspection Form „r `o � �i r.i - mss } 4 a O dIll 4%OWN 4p ' dam V4 _ - o�pS�FFO(,�coG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Roadc 1 Fax(631)765-9502 P. O. Box 1179 cn = Southold, NY 11971-0959 41, • 'F BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: c LocaOon.of Property: C- 0 Please.take notice that the(check applicable fine): New commercial•of residential,-structure }- Addition to existing commerciaL or residential strucfbkd' RehabilitatioiIA6.6n eAstirig'cdmmercial or residentialastructure • •'�.�,_ i - •• � k bit�!�tie + to be construd6d'or•performed at the subjecf property reference,at Ove' will-utiliie (check appiicab`l _(ilio):, Truss_type construction (TT) Pre-engineet'ed'Wood construction (PW) Timber construction in the following location(s) (check dpplicable,line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): �� 1AV C� � At Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 \ r, 4.0 �t*vr�'31i�,ti�� ;�{.� rr-`..it w�atyj�.,��•1 t.,s17�,4sk'i3� `�...�.• •Z.{:.��•Jif�sf r f�,r��yy� S"jtr•"'itr�,��,f s•c Nt+�.r� + r• ��is s.! `.., a *{"r r-e;. tt:'zYi sem.�.• Lftr�t3rr},•y�y. 'moi.r'r t+�ii 7rryc t� .Y;..YYY iii a -4tfy�s!:�i [rrrr'•1.+�'t. t "ia•rr,�c.-�'� r . fr r�✓J.s'�,ss c: r w.h't.+ t f�,f• F r�1'� s t("t'ri•+T^•.�y. / 1�',• •• w N rY'S+'r r,;:L.syslw'� �7.y4r Yj K� �+�Kr�l rt� r-`iJj J f•' �:if.Sr,.�•�,.. x�tiL'� _ t1Jc'.�.C1re�"' iC♦Ju�. i qtr kt may.s s+h 1 T t.S • \ tf J J.i� 1. t �. - �-.tk- ryy^,.;.4i!ry x:?t !- �•„F- y -»u `i.� .3. 'n? v` .. ..... ...:.. .. f r t •.!.v t Y rr• - ,J.r �f .r 2 - • x .b s. 4 • : a ".-;1: •" �, FLOOR GIRDERS D BEAMS r w= Anew�A- METROPOLITAN ABSTRACT CORPORATION ONE OLD COUNTRY ROAD • CARLE PLACE, NEW YORK 11514 516-741-5474•631-273-3333•718-343-4334•212-354-5474•800-621-1104 FAX 516-877-1195 �7a- �/� Title No. 5347537/SS METROPOLITAN ABSTRACT CORPORATION (A Policy Writing Agent for Stewart Title Insurance Company) Does hereby certify to THE TOWN OF SOUTHOLD That it has caused a search to be made in the Office of the Clerk of the County of Suffolk, State of New York, for the period from 1983 to date against the premises described in Schedule "A" herein and premises adjacent thereto on all sides, and has found only the returns set forth therein as to the premises described in Schedule "A" as they bear on record title; and does hereby certify that the owners of the premises described in Schedule "A" herein have owned the same in single and separate ownership, as defined by law, during this period of time, except as otherwise shown herein. This company's liability is limited to Twenty-five Tho and and 00/100 ($25,000.00) Dollars under this Certificate for negligence only. METROPO ABSTRACT CORPORATION Howa L. Winston, President Dated: September 22, 2017 District: 1000; Section: 059.00; Block: 11.00; Lot: 011.000 d SEP 27 207 BUILDING DE". TOWN OF SOUi'DOLD MEMBER OF NEW YORK STATE LAND TITLE ASSOCIATION•AMERICAN LAND TITLE ASSOCIATION Title No. 5347537/SS Page 2 STATE OF NEW YORK) COUNTY OF NASSAU) HOWARD L. WINSTON, being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place, New York, and is over the age of 21 years and that he is President of Metropolitan Abstract Corporation, a Policy Writing Agent for Stewart Title Insurance Company. That under his direction title was examined to the parcels of land described on the annexed schedule and labeled Parcels A, B, C, D, E and F. I That said examination, dated September 22, 2017, discloses a chain of title to determine if any contiguous property was owned by an owner of the property involved since the date of any previous applicable Zoning Ordinance as of 1983. And, that this Affidavit is made to assist the Board of Zoning Appeals to the Town of Southold to reach any determination which requires as a basis, therefore, the information set forth herein and knowing full well that said Board will rely upon the truth thereo . METROPOLIT ABSTRACT CORPORATION By: Howar � . Winston, President Sworn to before me this 22nd day of September, 2017 ANTOINETTE TRIMARCO Notary Public,State of New York No.Ol TR6118796 Qualified in Nassau County Commission Expires November 22,2020 Title No. 5347537/SS Page 3 DESCRIPTIONS PARCEL "A": (SUBJECT PREMISES) ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Village and Town of Southold, County of Suffolk and State of New York, bounded and described as follows: BEGINNING at a point on the northeasterly side of Terry Court, distant 100.00 feet Southeasterly from the corner formed by the intersection of the northeasterly side of Terry Court with the southeasterly side of Glover Street; RUNNING THENCE North 22 degrees 15 minutes 00 seconds East and along land now or formerly Herzich, 149.50 feet; THENCE South 67 degrees 45 minutes 00 seconds East and along land now or formerly Mildsice and Bufkins, 100.00 feet; THENCE South 22 degrees 15 minutes 00 seconds West and along land now or formerly Clark, 160.24 feet to the northeasterly side of Terry Court; THENCE North 71 degrees 13 minutes 50 seconds West along the northeasterly side of Terry Court, 7.30 feet; THENCE North 60 degrees 52 minutes 20 seconds West still along the northeasterly side of Terry Court, 93.39 feet to the point or place of BEGINNING. ALSO known and designated as District: 1000; Section: 059.00; Block: 11.00; Lot: 011.000 on the Suffolk County Tax Map. (continued) STATE OF NEW YORK) COUNTY OF NASSAU) Howard L. Winston, being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place, New York, and is over the age of 21 years and that he is President of Metropolitan Abstract Corporation, a Policy Writing Agent of Stewart Title Insurance Company. That the above is the true description of the subject premises and of the adjoining premises as shown on the records in the v riance search under the above captioned title number. METROPOL N ABSTRACT CORPORATION Howar . Winston, President Sworn to before me this 22nd day of September, 2017 ANTOINETTE TRIMARCO Notary Public,State of New York No.Ol TR6118796 Qualified in Nassau County Commission Expires November 22,2020 Title No. S347537/SS Page 4 DESCRIPTIONS (continued) PARCEL B": (Adjoining Northwest) Known and designated as District: 1000; Section: 059.00; Block: 11.00; Lot: 003.000 on the Suffolk County Tax Map. PARCEL "C": (Adjoining Northeast) Known and designated as District: 1000; Section: 059.00; Block: 11.00; Lot: 004.000 on the Suffolk County Tax Map. PARCEL "D": (Adjoining South) Terry Court PARCEL `B": (Adjoining West) Known and designated as District: 1000; Section: 059.00; Block: 11.00; Lot: 012.000 on the Suffolk County Tax Map. PARCEL"E": (Adjoining East) Known and designated as District: 1000; Section: 059.00; Block: 11.00; Lot: 010.000 on the Suffolk County Tax Map. STATE OF NEW YORK) COUNTY OF NASSAU ) Howard L. Winston, being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place, New York, and is over the age of 21 years and that he is President of Metropolitan Abstract Corporation, a Policy Writing Agent of Stewart Title Insurance Company. That the above is the true description of the subject premises and of the adjoining premises as shown on the records in the va iance search under the above captioned title number. ✓ METRO ABSTRACT CORPORATION Howar . Winston, President Sworn to before me this 22nd day of September, 2017 i ANTOINETTE TRIMARCO Notary Public,State of New York No.01 TR6118796 Qualified in Nassau County Commission Expires November 22,2020 Title No. 5347537/SS Page 5 CHAIN OF TITLE FOR PARCEL "A": (Subject Premises— 1000-059.00-11.00-011.000) George H. Stelzer Dated: 10/03/1959 to Recorded: 10/06/1959 Kate Duymovic Liber 4704 Cp. 114 Andrew Duymovic and Katherine Filipich, sole Dated: 09/10/1999 heirs-at-law, next of kin and distributes of Recorded: 09/23/1999 Kate Duymovic, deceased (08/14/1998, Liber 11990 Cp. 972 Montgomery County, Maryland) to Kerry O'Sullivan and Ann O'Sullivan, his wife (Last Owner of Record) CHAIN OF TITLE FOR PARCEL "B": (Adjoining Northwest— 1000-059.00-11.00-003.000) Charles N. Srsich Dated: 03/04/1972 to Recorded: 03/08/1972 John Milusich, Jr. Liber 7119 Cp. 297 John Milusich,Jr. Dated: 09/30/1999 to Recorded: 11/04/1999 William J. Milusich and Armida Milusich, his wife Liber 11998 Cp. 805 (continued) STATE OF NEW YORK) COUNTY OF NASSAU) Howard L. Winston, being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place, New York, and is over the age of 21 years and that he is President of Metropolitan Abstract Corporation, a Policy Writing Agent for Stewart Title Insurance Company. That the above are the true chainy6f title as shown on the records in the variance search under the above captioned title numbe METROPOLITAN STRACT CORPORATION Howard L. ' ston, President Sworn to before me this 22nd day of September, 2017 i4NTOINETTE TRIMARCO Notary Public,State of New York No.Ol TR6118796 Qualified in Nassau County Commission Expires November 22,2020 Title No. 5347537/SS Page 6 CHAIN OF TITLE FOR PARCEL`B": (Adjoining Northwest— 1000-059.00-11.00-003.000) (continued) William J. Milusich and Armida Milusich, his wife Dated: 11/24/2004 to Recorded: 12/30/2004 Armida Milusich Liber 12362 Cp. 826 Armida Milusich Dated: 08/17/2005 to Recorded: 09/20/2005 Adam H. Kaelin and Erin R. Kaelin, his wife Liber 12410 Cp. 184 (Last Owner of Record) CHAIN OF TITLE FOR PARCEL"C": (Adjoining Northeast— 1000-059.00-11.00-004.000) Katherine H. Ruebsamen Dated: 06/24/1977 to Recorded: 08/10/1977 Richard T. Stauffer Liber 8286 Cp. 120 Richard T. Stauffer Dated: 09/17/1983 to Recorded: 10/20/1983 Cornelius J. Schloth and Arlene J. Schloth, his wife Liber 9446 Cp. 19 Cornelius J. Schloth and Arlene J. Schloth, his wife Dated: 10/12/1990 to Recorded: 10/31/1990 Douglas Bufkins and Marlene Bufkins, his wife Liber 11163 Cp. 313 (Last Owner of Record) STATE OF NEW YORK) COUNTY OF NASSAU) Howard L. Winston, being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place, New York, and ' over the age of 21 years and that he is President of Metropolitan Abstract Corporation, a P icy Writing Agent for Stewart Title Insurance Company. That the above are the true chai title as shown on the records in the variance search under the above captioned title numbe . METROPOLITAN TRACT CORPORATION Howard L. W' on, President Sworn to before me this 22nd day o September, 2017 ANTOINETTE TRIMARCO Notary Public,State of New York No.Ol TR6118796 Qualified in Nassau County Commission Expires November 22,2020 Title No. 5347537/SS Page 7 CHAIN OF TITLE FOR PARCEL "D": (Adjoining South) Terry Court CHAIN OF TITLE FOR PARCEL "E": (Adjoining West— 1000-059.00-11.00-012.000) Arthur F. Gagen and Helen H. Gagen, his wife Dated: 10/01/1953 to Recorded: 10/06/1953 Joseph Herzich and Helen Herzich, his wife Liber 3590 Cp. 568 Joseph Herzich and Helen Herzich, his wife Dated: 04/07/1985 to Recorded: 05/17/1985 Marie Herzich Liber 9792 Cp. 439 Marie Herzich Dated: 01/23/2007 to Recorded: 02/21/2007 John Derpich and Marie Herzich,his wife Liber 12492 Cp. 870 John Derpich and Marie Herzich, his wife Dated: 12/06/2007 to Recorded: 12/17/2007 Elizabeth DeTour Liber 12534 Cp. 43 (Last Owner of Record) STATE OF NEW YORK) COUNTY OF NASSAU) Howard L. Winston, being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place, New York, and is over the age of 21 years and that he is President of Metropolitan Abstract Corporation, a Policy Writing Agent for Stewart Title Insurance Company. That the above are the true chains f title as shown on the records in the variance search under the above captioned title number METROPOLITAN TRACT CORPORATION Howard L. W' on, President Sworn to before me this 22nd day of September, 2017 ANTOINETTE TRIMARCO Notary Public,State of New York No.Ol TR6118796 Qualified in Nassau County Commission Expires November 22,2020 Title No. 5347537/SS Page 8 CHAIN OF TITLE FOR PARCEL "F": (Adjoining East— 1000-059.00-11.00-010.000) Nelson S. Robinson Dated: 06/15/1946 to Recorded: 06/21/1946 John J. Berry and Fern E. Berry, his wife Liber 2582 Cp. 476 Fern E. Berry, surviving tenant by the entirety of Dated: 07/22/1992 John J. Berry, deceased (02/15/1989, Suffolk Recorded: 07/31/1992 County,New York) Liber 11512 Cp. 84 to William S. Clark and Elizabeth Davis Clark William S. Clark and Elizabeth Davis Clark Dated: 08/23/2001 to Recorded: 10/02/2001 Elizabeth Davis Clark Liber 12144 Cp. 888 (Last Owner of Record) STATE OF NEW YORK) COUNTY OF NASSAU) Howard L. Winston, being duly sworn, deposes and says: That he resides at One Old Country Road, Carle Place, New York, and is over the age of 21 years and that he is President of Metropolitan Abstract Corporation, a Policy Writing Agent for Stewart Title Insurance Company. That the above are the true chains of t' e hown on the records in the variance search under the above captioned title number. METROPOLITAN AB CT CORPORATION Howard L. Winst , President Sworn to before me this 22nd day of September, 2017 - NTOINETTE TRIMARCO Notary Public,State of New York No.Ol TR6118796 Qualified in Nassau County Commission Expires November 22,2020 Will �.99�QC9 a te{ $ Nunrbor of page+ ..J TORR N` �t•1' �9?9 99WZ3 5orlal a ( - ••• c �'<nrrk.tcu 1 WAD"COUNTY I'rlor Of. —7— heed I Alonyage btilruntout peed I h(vrlgage Tat S14nrp Recording/hiling St+rnlpe a rte Paye I piling FGV ... Wrigago Ann. Ikndling I Nark lax w 1'Il•5911 t.Addnlunal'Ina Nalallun Sub Total PA-5217(Cialmy) ~ Sub'I'otal Spoe.lAn(1. Or hA•1:17(Stntcr ' Spoc..Add K-11.1%A. ... .:, y ✓, 'ICYI'.MI'cAAX ,.,��, bunl 1'1)wn——1hia1 county I laid for Apporllonmcat AAldavit CcrttOed copy __ Muns{oa'fat _ o 'llte pnrpeny covered by this nwitgnp is or Kcs.Vol ~' will bo Improved by a ono or two Inrglly Sub Total6 dwolling only. Wer ._ YI-S urNt) GRAND IUCAI,,,,(„ 11 NO,sac aptimprlate lea clause on page N —of Udt instruingm. 1 Hcnl l'ropcny'1$Lt Savico Agency Varilivntiun a C'unmtunil I'rt rtctwuliun (� 'utt,� Ural. Section It lock Loo L'r►nxlticrallurt AnuuuN , Slotnp 1000 05*9.0D JI. 00 0/1.0&0) t'11F ('ntc t)ttc S Wto pravod Inivah '' Y Baal Lund' �tiutisfitcliottdl)isctt r cORcicases l.iyt I'ru xrly Uwnera Mullin Mtdrue ) g RFCORD RF.TVRN'f0i g SEP 2 3 1494 q- COMMUNITY 1, ) .J A`l <j t AV.Nf �'S PRCSERVATION FIND � �,irCc s o>•� S� P 5 SO x "('it1eC'um uny Informntion 11 Co.NamV—Y 6 17 til i6st17�1i'L�_�, . '1'ltle i► SLI ffof k County Recording* Endorsement Page Ihis)xtKc fitnrr►Ixrrt ctl'tlsrnllrrclxtla by: --_b r t „_---__..._. _ntad (81,111 Fy'tl'Pi:OF INSI]IJWNI') p af'V of D Uym O f.G it o D '))m prumiso Ivach N siltwlcd In Wig 4VA',1)& IL,- all l ____—. ��II)c11.hcYluNlY.NI:wYc�IcK. 1 TO 0tl'n1VL() A% /��}�t},f s el .c n.0 A,rn '0U In the VILLAGE ur IIANII. l'nl'- �I 1Z 14OXES S TIIRV 9 NIl1S l'III:TYI11s1)Oft PRINTED IN BLACK INK ONLY 111001 '1't)RECORDINOOR 1'1I,INQ iovllt) -------------- S 3.J•fr�3 CONVULT YOUR LAWYIR SIFORI e1ORM PHIS IN&TRUMINT-THIR INITAUAIINT,BNOULD III UIID BY LAMIR[ONLY S G THIS INDENTURE.made IM 10th day of September 1999 (� BETWEEN ANDREW DUYMOVIC, residing at 5911 Wilmett Road, Bethesda, Maryland 24817, and KATHERINE FILIPYCH, residing at 25-55 47th Street, Astoria, New York 11105, sole heirs- at-law next of kin and distributees of KATE DUYMOVIC, deceased t�►SY= party of the first part.and KERRY o'SULLIVAN and ANN O'SULLIVAN, his wife, )L+ao both residing at 1 Linwood Avenue, Farmingdale, Sectiont New York 11735 059.00 Block t pony of the second part. I 1,P0 WiTHES®ETH,Ihol the party of the first pert,In considerallon of Ten ($10.00) Dollars Lott dollars O1 00 paid by the party of the second port does hereby grant and isleass unto the party of the second part,the helm or successors and assigns of the party of the second part lorever, ALL that certain plot,plea or parcel of land,with the buildings end Improvements thereon erected,sltuals, tyingandbeinginihe Village and town of Southold, County of Suffolk and State of Now York# bounded and described as followat BEGINNING at a point on the northeasterly side of Terry Court distant 100 feet southeasterly from the corner formed by the intersection of the northoaatorly side of Terry Court with the southeasterly side of Glover Strootf RUNNING THENCE north 22 degroas 15 minutes 00 seconds east and along land now or formerly Herzich 149.50 foots THENCE south 67 degrees 45 minutes 00 seconds east and along land now or formerly Mildosice and Bufkino 100 fectl THENCE south 22 degrees 15 minutes 00 seconds west and along land now or formerly Clark 160.24 foot to the northeasterly side of Terry Courtf THENCE north 71 degrees 13 minutes 50 seconds wont along the north- easterly side of Terry Court 7.30 foati THENCE north 60 degrees 52 minutes 20 seconds west still along the northeasterly side of Terry Court, 93.39 feet to the point or place of BEGINNING. BEING and intended to be the name premises conveyed to grantor by dead dated October 3, 1959 and recorded October 6, 1959 in Libor 4704, at Page 114 in the Office of the Clerk of Suffolk County, TOGETHER with all right,title and Interest,if any,of the potty of the first pan In and to any street&and roads abulling the Obors doscribod premises to the center lines thereof.TOGETHER with the appurtenances and all the eststs ano rights of the party of the first part In and to said promisee, TO HAVE AND TO HOLD the premise&heroin granted unto the party of the second part,the heire or successors and ssnt ne of the party of the second part forever. AND the party of the first pert covenants that the party of the trot pan has not done or 4uHared anything whereby the said promises have boon encumbsred in any way whatever,except as aforessld AND the party of the first part,In compliance with Section 13 of the Lion Low,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such conslderallon as it trust fund to be applied first for the purpose Of paying the cost of the Improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of Rae some for any other purpose.The word'pony"shall be construed as II it read'parties'when ever the Bones of this Indenlurs so inquires IN WITNEea WHEREOF,the party of the first part has duly execuiad this dead the day and year first above written IN NREBENCE OF: vtt r ANDREW DUYMOVI KATHERINE F'ILIPI H Standard N Y a T-U film+4002•Bargmn and aIle hood.VAI%CMnlnl agrAll Onntcrs Ade-Unman Ackr&Mt groom Faf n 3210 � 1t990P�972 TORE UNBD ONLY WNRN TUN ACKOWLRDOM[NT la fiIAOK IN NiV:YORK ldTATH 3w o of Naw Yrvk,County of Ou0ets as 91119 of New York.Courtly of at: Onthel0tMayor September Inlheyler 1999 On the day of in till year I baron?" the undanrpnod.partMsly appeared before me,the underslpned.personally appeared I ANDREW DUYMOVIC and KATHERINE PILIpICH personally known Io ms Of proved to ma on the bails of persortaly known 10 me or proved to me on the bails of oebafd4lory 9vldgtrct to he the(ndnlduat(s)whose namv(s)It uludaclory evidence to be the utdlvldusl(1)whose namo(s)11 (grit)subscribed to the within Instrumanl and acknowNd=ed to (are)subscribed to the wAlhln Instrument and acknowledged to me lnal X"Untay executed the terse kr 90"Ahtrf me that 11111"Ithsy 9xacugd the same in h1wharAhelr cspacdy(!ea), and that by lb%ft/lheir sngnetur9(e) on the Gpaclly(les), and that by hlsfiordheir slgnsture(s) on the Instrument.(he tndivtdusl(t),or this person upon behalf of which Instrument,the lndlvaduatto),or the pe►ton upon bthall of who Iho Indrrdual(s)actedWcAu alriment the Mdrvldutl(s)soled.executed the millrumant prpnalurs and ot talon=ackrWMtrdgmanI (signature aand ofte of individual laking acknaw idgmenp J.ANEW�Ft tjaajlaj ,cul. f Raw VO* Noelrrvy'R bN�SME rHAN c:vmmrseron i�ti iii °sou a` , o JW3u201d,'t aa,air, (( 4sron E6+��p 1'w jos NO W 0 TO Be UESD ONLY WHRN TNt!AGKNOW RDOMQNr I!!M� Ap'O rT91D N F"i YORK IITAT! $tell(air District of Columbia.Territory-or Foreign Country)of st: an the day of In the year belore me,this und9nlgned,personslly app0lred personalty known to me or proved In me on the basis of sa11s1ac1ory 9vldarre to bis the Individual(,)whose namo(s) It(erg) svb$dlbed la the WMin Instrument and acknowledged to me 1491 hUshMhty executed the alma to hlrhhrAfnsk tud>aclly(lee),olid that by hWhgrAhetf tagnatus(a)on the InstrumeM,the Indivldual(t),or the ptraon upon bthelf of which the Individual(e)acted, aseculed(hg Inttrum4ril,and that such Individual mads such appearance b9fors The undersigned In the to _ (Intim the City or other 00101 sucovaron) (and msgn Ina 81119 Of r0CnlrY 9f 011181'place IM acknowledgment was lsken) ,. (9rgnalurg and othcg of vidniaual 19kmg adrnowAdgmenq rlsrr101- ltala0 BARGAIN AND BALE DEED SECTION 054,00 WITH COVENANT AOAINIT 011A TOR'S ACTS BLOCK 11,00 LOT 01).000 TRIS No, �l COUNTY OR TOWN Suffolk ANDREW DUYMOVIC and KATHERINEpILIPIC1t STREET ADDRESS 280 Terry Court Southold, New York TO KERRY O'SULLIVAN and ANN O'SULLIVAN RETURN BY f A kawdrdArlMkayuruq( Jay Burlinger, Esq, Melropulltan Abstruct CUrparntlun 141 JaCkson Straat One Old Cuuntry Road,suite 140 Hempstead, New York 115.50 Curlc Plum New Yurk 11514.1885 016041-5474 (7]K)341.4134 PAX(516)K71-1196 p� i A ' ----------------- , 15,548 SQ.FT. A I _z DRYWELL #3 FOR I 4"0 PVC DRIVEWAY & PIPE WALKWAY WATER _ _--�`- ----22 0'------ I DRYWELL #2 FOR I d' GARAGE AND REAR ROOF WATER I � NI _ 4"0 PVC i� I (2)- 4'-0" DEEP PIPE ` X 8'-0"0 PRE-CAST I �^ i __,_ � STORM DRAIN (TYPICAL) ------ ' 50 GALLON 11 BELGIAN BLOCK CATCH PRE-CAST DRYWELL p BASIN p (2)- 4'-0" DEEP II II X 8'-0"0 PRE-CAST -- - STORM DRAIN (TYPICAL) 41 EL. ------ L. 30.2 MINIMUM I SIDE YARD i W SETBACK I i ` to m co O 2.0 �i 1 NIM'M O o, moi' I SIDE TO 7.0'1 YARD O SETBACK O =PROPERTIES G ° i �i of I 1 E _ _ ___ ___ _____'__ __ _ �'i 0i LOI N ° 0 ZL S L. 30. 'i`° 490' II I C\2 (2)- 4'-0" DEEP j - -------------- ---- --- ----------- X 8'-0"0 PRE-CAST =DWELLINGS --1� - - STORM DRAIN (TYPICAL)5' I 0,I1, 4"0 PVC I PROPOSED PIPE �� -�\\ -� DRYWELL #1 FOR AVERAGE FRONT YARD ASPHALT „� `�� FRONT ROOF & BACK WITHIN A 200' DRIVEWAY - I _ �y,_ PORCH ROOF WATER DIUS IS +/-35'-0". � I __ H LE Ij ; l: ; �\__ PROPOSED BELGIAN 1500 GALLON 100.0, I BLOCK SEPTIC TANK EL. 30.0' TEMPORARY BERM I PROPOSED TO PREVENT RUN-OFF LEACHING POOL- (1)POOL - 8' DEEP ' N 6 052'�On X 8' DIAMETER t CONSTRUCTION PROPOSED EL. 30.3' ENTRANCE - WATER LINE ' 93.3b' EL. 30.3' TERRY �T — � N 71013 7.30' 50" W ERR ! COURT — EXISTING EL. 29.8' WATER MAIN 'LOT PLAl\TT -- 1 VT = 201-01T I 4 i, DRAINAGE CALCULATION # 1 1 ROOF AREA = 1 ,3 4 0 SQ.FT. 1 ,340 SQ.FT. X 2" RAINFALL (. 1666) = 223.24 CU.FT. 4' X 8' 0 RING = 168.9 CU.FT. 2 PROPOSED RINGS X 168.9 CU.FT. = 337.80 CU.FT. / 223.24 CU.FT. REQUIRED < 337.80 CU.FT. PROVIDED V til'OSIOU&SEDIMENT CONTROLS Stiall'iVicilSt �'l�ui~not be limited to: A well-m'alhtained Construction Entranc Mre 8a6ed Silt Fencing,stabilization& Seedirig;of Lsxposed and/or inactive soils. DRAINAGE CALCULATION #2 4 ROOF AREA = (570 SQ.FT. + 720 SQ.FT.) = 1 ,290 SQ.FT. (GARAGE + REAR ROOF) - 1 ,290 SQ.FT. X 2" RAINFALL (. 1666) = 214.91 CU .FT. 4' X 8' 0 RING = 168.9 CU.FT. 2 PROPOSED RINGS X 168.9 CU.FT. = 3371.80 CU.FT. / 214.91 CU.FT. REQUIRED < 337.80 CU.FT. `PROVIDED V = i DRAINAGE INSPECTIONS ARE RECIUIRP Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification tl,�r+hn rirainaee has been installed to Code. S 67045'00" E 100.00' I NL ARCHITECTU1� N�rE(:S, EL. 31.2' – – – – E L. 3 0.0' 1-4 coxstn rTcE Bj&ftolk County Department of health Services IYM=LUCA ELU,L I ��RgxnuaAmunm ED'SRC w U mAwi%my U740 C '°N"`coq/���, LOT AREA = 04 E- I REVISION 15,548 SQ.FT. �4 I wl z Q I � o CD e� q�OFNE`N�O - - - - - - - - — O O .-+ DRYWDLL FOR o% DETTACHED c ROOF WATER r -,/FRAME GARAGES cI I .--I r w C-2 GAR. EL. 31.0'/N V ��j VINCE T LUCARELLI,A.I A No 028296 (3-7-2013) 22.0 i I I U `n SIDE "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND IIYARD (SETBACK /OR SEWAGE DISPOSAL SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY DIRECTION. II Ni BASED UPON A CAREFUL AND THOROUGH STUDY OF THE SOIL,SITE AND GROUNDWATER CONDITIONS,ALL EL. 30.8; 41.0' EL. 30.2' LOTS,AS PROPOSED,CONFORM TO THE SUFFOLK a' COUNTY DEPARTMENT OF HEALTH SERVICES civ I DATE imLLi CONSTRUCTION STANDARDS IN EFFECT AS SCALE OF THIS DATE" ,SIDE YARD ; PROPOSED SETBACK I N02 /STORY FRAME DWELLING o- DRAWN BY F.F. EL. 32.6- cu i4 • �Q CHECKED BY O I DRYWELL O WIfrTRAFFIC p Vit; I PROJECT NAME BEA$I 0 COVER `. 7.0' NOTE:THERE IS AN EXISTING W •--I j� i��� I O WATER MAIN AVAILABLE TO rT, FPROPERTIES OUNDING ° I THE ABOVE CAPTIONED F4 ARE mZZZ °D ��io I Lo PROPERTY FROM TERRY COURT. � WZ D WITHIN i •0'' / I SEE ATTACHED LETTER /i i 6 V �� ( ) E--+ F ALL ZL i��PROPO�EDCORED � RCH� '/� �i C�2Y LINES I SEL. 30.3 �y iii i i i i i i i�9.0'' •+��i j�/� I C\2 Z O O n� ALL DWELLINGS ARE ii EL. 30.2' a V I-� CONNECTED TO -_J >, E W PUBLIC WATER I I �% I 1ROPOOED 600 CALLON PROPOSED --- \\ SEPTIC TANK [T] Q THE AVERAGE FRONT YARD - DRE"AY I `� HEALTH DEPARTMENT'S APPROVAL STAIVE' O SETBACK WITHIN A 200' � �,- - l� i RADIUS IS +/-35'-0". _ 100 �' HOLE' o PROPOSED SEAL . � -, _ I . �.---- � EL. 30.0' �� LEACHING POOL: SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES �� ; �% i EXPANSION (OPOOL - 8' DEEP PERMIT FOR APPROVAL OF CONSTRuCTIOM FOR A N 6 °52X20 � X B' DIAMETER o\ SINGLE FAMILY RESIDENCE ONLY ; — PROPOOED EL. 30.3' — t WATER LINE 93-39) ® fib ( _ N 71013'50" W Q _j EL 30.3' �� - — DATE 2Zq �.�. REF. N®. t6 RR Y V�TE — — r`1 �O SHEETTITLE HEALTH APPROVED CURT DEPARTMENT OSE®ea�Olws R � EXISTING EL. 29.8' FOR MAXIMUM OF;� f WATER MAIN t� •� JOB NUMBER EXPIRES THREE YEARS FROM DATE Of APPROVAL JUN 19 2,0 �>■ '�� PLAN 1 99 - 20'-O'' 2013-10 SHEET NUMBER SSW UI FF..Co . NEALTN SER i(1 i 1 OF 2 oma E I.YY 6aI:.'3 k dac Finished Grade Min.to 2'Max. NL Concrete cover c Concrete 4 ,—� ARCMMCTUREg Chimney cortsinaTxa A I 6 i h 20„ i�ao TRAFFIC BEARING,CAST-IRON Q� t ED AqG,y% $stial MIN. i COVER FLUSH WITH ASPHALT PAVING ASPHALT PAVING REVISION C IT ij l —I I Oa -Inlet: min.4"fZi n 0 0 0 0 ® III 1I�I I= a� 4'Max. 1'Min.to 2'Max. CHIMNEY Q o > C _approved pipe —�x. I 8"Traffic Bearing LOCATE DROP"T"UNDER O Pitched foot III I= Concrete Slab ` 2Q ACCESS OPENING FOR ^� per foot I IN= MIN. MIN. MAINTENANCE. quo` OUTLET O �-P N MIN.4"DIA. Liquid MIN.4"DIA.APPROVED =1111 I III III 1 I I= L APPROVED PIPE FLOW Level PIPE PITCHED 1/8"PER FT. _ I I I I I PITCHED 1/4" 1 I p I 1 1 Collar' III p= PER FT. r BAFFLE U —�I—aBAK LEACHING I —11 =O-IIISECTIONS IIFlu)=O I= Septic Tank in accordance 1 I— 1 1>-1 1 ..� of SCHD Standards for =I I OC-III _�I 1 _ �Y` � . I, ,��-•• "�, Precast Structures w- uJ= 8'-0"MIN. SEE PLOT PLAN __a8'-0"MIN. VINCE T LUC R LI,A I A No 028296 (3-7-2013) I I c I I — 12'-0"MAX FOR SEPTIC TANKS ZE "I HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND —I 1—IIIATERIAL TO—1 III III z /OR SEWAGE DISPOSAL SYSTEM(S)FORTHISPROJECTD AND GRAVEL i� 11= SEPTIC TANK (1500 GALLONS) -OT BE WERE DESIGNED BY ME OR UNDER MY DIRECTION. —III—III I I 1 I I DATE BASED UPON A CAREFUL AND THOROUGH STUDY OF I 1—I 1 HIGH SEASONAL GROUNDWATER 11' °� THE SOIL,SITE AND GROUNDWATER CONDITIONS,ALL =111=1 I 1 1 I I— SCALE LOTS,AS PROPOSED,CONFORM TO THE SUFFOLK 6"MIN.PENETRATION INTO �.IpEm COUNTY DEPARTMENT OF HEALTH SERVICES I II I A VIRGIN STRATA OF SAND I 1-111 DRAWN BY CONSTRUCTION STANDARDS IN EFFECT AS —I i—T OF THIS DATE." AND GRAVEL IL TYPICAL LEACHING POOL N.T.S. CHECKED BY PROJECT NAME TEST BORING 12/13/12 H A�- R301 .2(1 ) CLIMATIC AND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD za GROUND SNOW WINDSPEED SEISMIC DESIGN UNDER- ------- DESIGN CRITERIA LOAD (K) (MPH) (E) DESIGN FROST TEMP (F) LAYMENT FLOOD AIR FREEZING O 0 ------- 1.0' DARK BROWN LOAM OL CATEGORY (G) WEATHERING LINE DEPTH TERMITE DECAY (36" FROM REQUIRED HAZARDS INDEX (J) W U (A) (B) (C) (D) SOFFIT) UI (H) 1.4 M MODERATE SLIGHT TO I� >1 ------- 3.0' BROWN SILT ML FOR SI: 1 LB/SQ.FT. = 0.0479 KN/M? 20 110, C SEVERE 36" TO HEAVY MODERATE 11' YES NO 599 i�rA O 1 MILE PER HR = 1.609 KM/HR. A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN .SHALL BE FILLED IN WITH THE WEATHERING INDEX (I.E., "NEGLIGIBLE", "MODERATE", OR "SEVERE-) FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP [FIGURE R301.2(3)]. THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34,iC 55, C 62, C 73, C 90, C 129, C145, C 216, OR C 652. B. THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "VERY HEAVY", "MODERATE TO HEAVY", "SLIGHT TO MODERATE", OR "NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE PALE BROWN FINE SP R301.2(6) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. SEAL TO MEDIUM SAND D. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "MODERkE TO SEVERE", "SLIGHT TO MODERATE", OR "NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE R301.2(7) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE: E. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP [FIGURE F301.2(4)]. WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2.1.4 F. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE "WINTER DESIGN DRY-BULB TEMPERATURE" DETEMINED FROM TABLE N1101.2. G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1 H. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH (A) THE iDATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM (DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS). (B) THE DATE(S) OF THE CURRENTLY EFFECTIVE FIRM AND FBFM, OR OTHER FLOOD HAZARD MAP ADOPTED BY THE 1 SHEET TITLE COMMUNITY, AS MAY BE AMENDED. I. IN ACCORDANCE WITH SECTION R905.2.7.1,R905.4.3,R905.5.3,R905.6.3,R905.7.3 AND R905.8.3, FOR AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS 257 (-4'C) OR LESS, OR HEALTH WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "YES". OTHERWISE, THE DEPARTMENT 17' JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "NO". J. 0110 k� L PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX (BF-DAYS) FROM-TABLE R403.3(1). JOB NUMBER K. h7FI G, U,SJ�S AIS'TO BE ED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE R301.2(5) FOR SITES AT ELEVATIONS UP TO 1000 FEET. SITES AT NO WATER ENCOUNTERED BELOW SURFACE ELEVATION ABOVE 1 0>-KT SHAL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. 2013-10 1 I McDONALD GEOSCIENCE N.T.S. SUN 9 ��9� � � SHEET NUMBER Saar sb e I 20F2 SURVEY OF: PROPERTY LOCATED AT SOUTHOLD SCTM No. TOWN OF SOUTHOLD 1000-59-11-3 SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-59-11-11 S AREA = 15.549.0 SF. CONC. 6>°� SCTM No. SCALE: 1"-40' MON. cy�jNC,700 0 p'Sg'F 1000-59-11-4 _ e 9NN FFNC NOTE: THE EXISTENCE OF RIGHT OF WAYS. F WETLANDS AND/OR EASEMENTS OF RECORD s IF ANY. NOT SHOWN ARE NOT GUARANTEED. / rock�oFF =Oti p o` G. FNCF 1 ELEVATIONS REFER TO 1988 NAVD Wh 46 CONCH Vf 00)* s' MON. W 4r •D � FDA OF ON 0 D \�00, 3t?� < s ro �3 a 9' O DEC _ 4 2017 \ / 3S2 m s �s•9, SCTM No. O N b{i M CONC. � 1000-59-11-10 v BAR is POLE MON. A:)* QQ' BUMDIlNG DIST. TOWN OF SOUTHOLD \ JO 6p°S FocF �Ti� mss+ o50762 ��tv `39 20"8/ of p^�FMFN\ CONC. /-ANDS�J MON. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION Ty_" N 71°13'51"W POLE---- SURVEYED B Y: OF SECTION 7289 OF THE NEW YORK STATE EDUCATION LAW. PAUL B A R Y L S K I LAND SURVEYING COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED �O 7.3 O PATCH 0 G U E N Y 11 2 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO C/J" P H 0 N E 631-294-6985 THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION FAX 631-627-3166 IGNEES OF THE LENDING INSTITUTION. GUARANTEES LISTED OR CERTIFICATIONS HEREON.AND OTHE SARE NOT TRANSFERABLE TO ADDITIONAL P A U L B A R Y L S K I a Y A H O O.C O M INSTITUTIONS OR SUBSEOUENT OWNERS. OCTOBER 23. 2 01 7 2890 11-15-2017: FOUNDATION LOCATION i', rp SURVEY OF: 6 C3 e9F� PROPERTY LOCATED AT SOUTHOLD SCTM No. ' TOWN OF SOUTHOLD 1008-59-11-3 SUFFOLK COUNTY, NEW YORK S.C.T.M. # 1000-59-11-11 S AREA = 15.549.0 SF. CONC. SCTM No. SCALE: 1"=40 MON. Cy4r ` 700 0 , 1000-59-11-4 a SIN 0 NOTE: THE EXISTENCE OF RIGHT OF WAYS. FFF®SGL COUNTY DEPARTWEGff Wlr , WETLANDS AND/OR EASEMENTS OF RECORD sr IF ANY. NOT SHOWN ARE NOT GUARANTEED. AC�P6� sf�4�4e� o POOL %E , . A SING-Lf FAMILYRES0 NOTE: WATER SERVICE AND SEPTIC SYSTEM LOCATION (n O, EQUIP Po ; BY OTHERS. B O.H. REF. No. ��[p� e y/7$$, !S k 3e CONC � �'�°��"¢° ® � �, / i SEPTIC LOCATION w (��� cV^D ?�6v. MON das 9 and avatar supply lacipties et this,0�8�r �� m = GARAGE m F ME �F%e I�8 �bpf ag5 Departprtd E Rr 01her ageattias F 22 e S.T. 34.5' 27' 40 L.P.1 39' 39' 4q L.P.2 48' 35' Craig Knepper, P.E., Chief N / �,� 9f.� �lffrra of lA/�gta�n�-+truer 11/lal]afrPmr�nt � �� a S2-, o �O� FR SY m (� V 0 E \�00, -A- S ro 13 9 ° p BA Y(s y0 � n \ aSa m s \t �\v/ MON / Z cvo p 4v 7$9, �/ SCTM No. oRCH a 1000-59-11-10 POLE r r 3� 0 0 JUN 1 1 201 ° sT 05078 S22OA- '9Q QlPI 60° o LP2 o LAND ' 93 FocE vrf� T Off'j�? TrUOLID 9 "�p \ 3 0 ��FHr hj M MON SURVEYED BY: UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION *y_" N 71013'5 1"W POLE--- PAUL B A R Y L S K I LAND SURVEYING OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW Z , PATCH 0 G U E NY 11772 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED Co 7'`�O PHONE 6 31-2 9 4-6 9 8 5 OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO �,' FAX 631-627-3166 THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION ?, P A U L B A R Y L S K I a Y A H 0 0.C O M LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL OCTOBER 23. 2017 INSTITUTIONS OR SUBSEQUENT OWNERS 11-15-201 : FOUNDATION LOCATION 2890-1 5-11-2018: FINAL SURVEY REScheck Software Version 4.6.4 Compliance Certificate Project NEW HOUSE FOR THE O'SULLIVAN RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,230 ft2 Glazing Area 15% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: TERRY COURT SOUTHOLD,NY 11971 Compliance: 2.3%Better Than Code Maximum UA: 350 Your UA: 342 Maximum SHGC: 0.40 Your SHGC: 0.40 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. VV{,� Envelope Assemblies Qv�``� Gross Area i Assembly or Cavity Cont. U-Factor UA Ceiling 1: Flat Ceiling or ScissorTruss 1,440 49.0 / 0.0 0.026 37 Ceiling 2:Cathedral Ceiling 25 30.05e 0.0 0.034 1 Wall 1:Wood Frame,16"o.c. 1,045 15.0 0.0 0.077 74 Window 1:Wood Frame:Double Pane 90 0.290 26 SHGC:0.40 / Wall 2:Wood Frame, 16"o.c. 1,225 15.0 ✓ 0.0 0.077 73 Window 2:Wood Frame:Double Pane 205 0.290 59 SHGC: 0.40 Door 1:Glass 40 0.320 13 SHGC: 0.40 Door 2:Solid 35 0.320 11 Floor 1:All-Wood JoistfFruss:Over Unconditioned Space 1,465 30.0 0.0 0.033 48 Compliance Statement: The proposed building design described here is consistent with the buildyig plans,specifications,and other calculations submitted with the permit application.The proposed building has be n desig d to eet the 2015 IECC requiremen s In REScheck Version 4.6.4 and to comply with the mandatory requirements01iste n the R nspection Checklist. �_71:7_­__,, lName-Title Signature } > ' 1"Y' ;� Date Project Notes: }" C�4 Project Title: NEW HOUSE FOR THE O'SULLIVAN RESIDENCE Report date: 09/08/17 Data filename: \\FS-DTT-2\DTT Design Shared\i-projects\energy calcs\ 0•l ;lDSUC AN(2015).rck Page 1 of 9 CREScheck Software Version 4.6.4 �(J Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% 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. Plans Verified; ,.Field"Verified Pr'e-lnspection/Plan.Reviewa: Complies?" Comments/Assumptions Value, Value 103.1, :Construction drawings and #" ❑Complies 103.2 documentation demonstrate (❑Does Not [PRl]1 ;energy code compliance for the 1 building envelope.Thermal C QNot Observable envelope represented on (' ;❑Not Applicable ;construction documents. 103.1, ;Construction drawings and (" „ ' ❑Complies 103.2, �documentatiori demonstrate is ❑Does Not 403.7 !energy code compliance for .. ` [PR3]1 lighting and mechanical systems. : J❑Not Observable ; Systems serving multiple >.; j❑Not Applicable :dwelling units must demonstrate a compliance with the IECC ; Commercial Provisions. h 302.1; ;Heating and cooling equipment is; Heating: Heating: ;❑Complies 4083 , sized per ACCA Manual S based Btu/hr Btu/hr UDoes Not [PR2]2" 3 on loads calculated per ACCA ; Cooling: Cooling: ;❑Not Observable s`Manual J or other methods Btu/hr Btu/hr R approved by the code official. ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3': Low Impact(Tier 3) Project Title: NEW HOUSE FOR THE O'SULLIVAN RESIDENCE Report date: 09/08/17 Data filename: \\FS-DTT-2\DTT Design Shared\1-projects\energy calcs\2013-10-O'SULLIVAN(2015).rck Page 2 of 9 Foundation•i'n, action 'Gom lies? Comments Assuiii tions'` } ip p /. .p 303.2-X.-';JA protective covering is installed to ;❑Complies [FO11]?;�,. protect exposed exterior insulation ;❑Does Not ^�� -and extends a minimum of 6 in,below grade. 1❑Not Observable; {. ;❑Not Applicable 403;9' ;Snow-and ice-melting system controls 1❑Complies [F )12]2 F''installed. ;❑Does Not ❑Not Observable ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2: Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: NEW HOUSE FOR THE O'SULLIVAN RESIDENCE Report date: 09/08/17 Data filename: \\FS-DTT-2\DTT Design Shared\1-projects\energy talcs\2013-10-O'SULLIVAN(2015).rck Page 3 of 9 5ectibn ; Plans"Verified, Field"Verified`„ #- ~-,,Framing./'Rough-ln."inspection Complies? Comments/Asstinintiolis & Req:ID Value. e - Value 402.1.1, 'Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 1❑Does Not ;table for values. [FRI]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑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]1 303.1.3 ;U-factors of fenestration products; ;❑Complies ; [FR4]1 :`are determined in accordance ❑Does Not 1�1) ,with the NFRC test procedure or I taken from the default table. ❑Not Observable ❑Not Applicable ' 402.4.1.1 :Air barrier and thermal barrier ;❑Complies [FR23]1 installed per manufacturer's ;" i❑Does Not j instructions. { ❑Not Observable j ;❑Not Applicable 402.4.3 ;Fenestration that is not site built } ,❑Complies [FR20]1 :is listed and labeled,as meeting ; ❑Does Not !AAMA/WDMA/CSA 101/I.S.2/A4401" i or has infiltration rates per NFRC i❑Not Observable 400 that do not exceed code ?❑Not Applicable limits. 402.4.5 "'IC-rated recessed lighting fixtures¢ '. '.❑Comphes IFR161? ;sealed at housing/interior finish }❑Does Not and labeled to indicate:52.0 cfm ; leakage at 75 Pa. ❑Not Observable IE]Not Applicable 403.2.1 Supply and return ducts in attics ` ❑Complies [FR12]1 ;insulated >= R-8 where duct is t '1❑Does Not >=3 inches in diameter and >= ; R-6 where<3 inches.Supply and':` y❑Not Observable i ;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. E, 403.3:3.5 'Building cavities are not used as £ 0Complies [FR15]3 ducts or plenums. ❑Does Not ` ❑Not Observable ` t❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ; (FR17]2- above 105°F 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 J❑Complies [FR24]1 piping. i❑Does Not 3❑Not Observable ❑Not Applicable 40.3.5:3: :Hot water pipes are insulated to R- R- ❑Complies [FR18]2 ;>_R-3. ;❑Does Not ❑Not Observable :❑Not Applicable 403.6' 'Automatic or gravity dampers are i " ;❑Complies [FR19]? ' '.installed on all outdoor air t❑Does Not intakes and exhausts. ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) I-',3:'l Low Impact(Tier 3) Project Title: NEW HOUSE FOR THE O'SULLIVAN RESIDENCE Report date: 09/08/17 Data filename: \\FS-DTT-2\DTT Design Shared\1-projects\energy calcs\2013-10-O'SULLIVAN(2015).rck Page 4 of 9 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 1,2,;:l Medium Impact(Tier 2) 3C` Low Impact(Tier 3) Project Title: NEW HOUSE FOR THE O'SULLIVAN RESIDENCE Report date: 09/08/17 Data filename: \\FS-DTT-2\DTT Design Shared\1-projects\energy calcs\2013-10-O'SULLIVAN(2015).rck Page 5 of 9 Section" R Plan's.Verified Field Verified #` - Insulation�lnspection Complies?„ Comments/Assumptions &%Req:ID . Value Value 303.1 T ;All installed insulation is labeled r ;❑Complies [IN13]2 or the installed R-values r j❑Does Not r .._ provided i + I❑Not Observable '❑Not Applicable 402.1.1, ,Floor insulation R-value. R- R ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable 303.2, !Floor insulation installed per ;; , a❑Complies 402.2.7 :manufacturer's instructions and �❑ I Does Not [IN2]1 !in substantial contact with the 1 ' t underside of the subfloor,or floor E ;❑Not Observable 'framing cavity insulation is in 9❑Not Applicable ; 'contact with the top side of sheathing,or continuous J ' insulation is installed on the ?.- underside of floor framing and ,extends from the bottom to the stop 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 1❑ Wood ;❑ Wood ;❑Does Not table for values 402.2.6 wall insulation on the wall ,❑ Mass =❑ Mass ;[]Not Observable [IN3]1 'exterior,the exterior insulation ; t requirement applies(FR10). ;❑ Steel ❑ Steel '❑Not Applicable ' 303.2 ;Wall insulation is installed per '"❑Complies [IN4]1 ;manufacturer's instructions. s ' r' 'El Does Not ❑Not Observable ' `,❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) ,2',^Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NEW HOUSE FOR THE O'SULLIVAN RESIDENCE Report date: 09/08/17 Data filename: \\FS-DTT-2\DTT Design Shared\1-projects\energy talcs\2013-10-O'SULLIVAN(2015).rck Page 6 of 9 Section.. . _,,;. •z ;>_ a . •. Plans;Verified = Fie1d.'Verified: �;; #, Fina Anspectiori,'P..rovisioris, Complies ~Comments/Assumptions' „Req.ID Va a _' '., Value rv. t'. 402.1.1, 'Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ,E] Wood ❑ Wood ;❑Does Not ;table for values. 402.2.2, 'EJ Steel ❑ Steel 402.2.6 :[:]Not Observable [FI1]1 ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. " ?[]Does Not [FI2]1 Blown insulation marked every 300 ft2. _ - ? ❑Not Observable [•r. :f_ ❑Not Applicable 402`,2:3" 'Vented attics with air permeable �' , k',' '' i❑Complies insulation include baffle adjacent ❑Does Not to soffit and eave vents 'e ;extends over insulation. 4 1❑Not Observable ' ..may .. rre 'gip. * } 1 A.;❑Not Applicable 402.2.4 :Attic access hatch and door R- R- ;❑Complies [FI3]1 Jnsulation>_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 [FI17]1 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 [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable ;handler @ 25 Pa.For rough-in ; ; `tests,verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 i❑Complies [FI27]1 ;determine air leakage with ft2 ft2 1❑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 designated leakage desi i--,i s %'�•' _ ' ;� 9 g ! . }❑Complies [FI24]1 by manufacturer at<=2%of '' '❑ design air flow. = Does Not ' fiNot Observable Not Applicable 403: =;Programmable thermostats >F';_ - f`❑Complies ' installed for control of primary £•''-s :; hDoes Not heating and cooling systems and # initially set by manufacturer to '` ❑Not Observable 4. code specifications. °- -}, " ❑Not Applicable 403.1.23 :!Heat pump thermostat installed f ; ''"°` K a;=' `;❑Complies [FI10]?- on heat pumps. . +❑Does Not `- a € : `. ❑Not Observable 'Kot Applicable ,403.5.1'' ,.:Circulating service hot water ❑Complies [FI11]?' ;systems have automatic or ❑Does Not „'. :accessible manual controls. t ; •❑Not Observable . . ❑Not Applicable 11 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: NEW HOUSE FOR THE O'SULLIVAN RESIDENCE Report date: 09/08/17 Data filename: \\FS-DTT-2\DTT Design Shared\1-projects\energy talcs\2013-10-O'SULLIVAN(2015).rck Page 7 of 9 'Section'- Plans- !leri#ietl -. Field Verified.?; # ',Final°Inspection Provisions. . Complies?` Comments/Assumptions & Rel'11 ; Value Value 403.6.1 :All mechanical ventilation system i❑Complies [F125]2 'fans not part of tested and listed f ❑Does Not HVAC equipment meet efficacy and air flow limits. ;❑Not Observable ; a❑Not Applicable 403.2 f Hot water boilers supplying heat ❑Complies [F12612 I through one-or two-pipe heating j❑Does Not systems have outdoor setback I {control to lower boiler water ❑Not Observable `temperature based on outdoor ❑Not Applicable 'Itemperature. I 4035.1.1 Heated water circulation systems ❑Complies [F128F .;have a circulation pump.The ❑Does Not ;system return pipe is a dedicated return pipe or a cold water supply; ❑Not Observable +pipe.Gravity and thermos- ❑Not Applicable ;syphon circulation systems are not present.Controls for a circulating hot water system ;pumps start the pump with signal!' y ;for hot water demand within the ' a occupancy.Controls I automatically turn off the pump }` iwhen water is in circulation loop +is at set-point temperature and no demand for hot water exists. ; 403:5.1.2 ;Electric heat trace systems %❑Complies [FI29]2 > comply with IEEE 515.1 or UL '❑Does Not 515.Controls automatically 4 adjust the energy input to the x ❑Not Observable I heat tracing to maintain the r "]]]Not Applicable A desired water temperature in the >piping. is 403.52 Water distribution systems that j ❑Complies [F130]2 , :have recirculation pumps that ❑Does Not pump water from a heated water ' supply pipe back to the heated I❑Not Observable water source through a cold ;❑Not Applicable water supply pipe have a s !demand recirculation water jsystem. Pumps have controls ) ithat manage operation of the pump and limit the temperature I of the water entering the cold A !water piping to 1049F. 403:5:4 5 Drain water heat recovery units )❑Complies [FI31]2"_ Itested in accordance with CSA I❑Does Not B55.1.Potable water-side 1. - I j pressure loss of drain water heat ,° j ]Not Observable ; recovery units<3 psi for UNot Applicable i individual units connected to one ? I i or two showers.Potable water- r . side pressure loss of drain water heat recovery units<2 psi for individual units connected to { three or more showers. i 404.1 ,75%of lamps in permanent ;❑Complies [F1611 'fixtures or 75%of permanent t ?❑Does Not fixtures have high efficacy lamps.' ' ,Does not apply to low-voltage (❑Not Observable lighting. ;❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [F123]3 no continuous pilot light. ;❑Does Not '❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1,,3:._.l Low Impact(Tier 3) Project Title: NEW HOUSE FOR THE O'SULLIVAN RESIDENCE Report date- 09/08/17 Data filename: \\FS-DTT-2\DTT Design Shared\1-projects\energy calcs\2013-10-O'SULLIVAN(2015).rck Page 8 of 9 Section�' Plans Verified' Field.Veriflerl. Finah.tnspection Provisions Complies? Comments/Assumptions &. Req ID,, Value Value' 40.13 E Compliance certificate posted. }❑Complies EIDoes Not #❑Not Observable ]Not Applicable 303:3. 1 Manufacturer manuals for i ;❑Complies [FI18]3 'mechanical and water heating ❑Does Not :systems have been provided. ❑Not Observable j . ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NEW HOUSE FOR THE O'SULLIVAN RESIDENCE Report date: 09/08/17 Data filename: \\FS-DTT-2\DTT Design Shared\1-projects\energy caics\2013-10-O'SULLIVAN(2015).rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Window 0.29 0.40 Door 0.32 0.40 Heating System• Cooling System• Water Heater• Name: Date• Comments i Condon Residence HVAC Load Calculations for O'Sullivan 280 Terry Court Southold, NY 11971 ILw:X VACFZ9siD9Hn" HVAC L oA s Prepared By: John J. Condon, P.E. Condon Engineering, P.C. 1755 Sigsbee Road Mattituck, NY 11952 631-298-1986 Friday, February 02, 2018 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. r [ Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 Page 2 Project Report General Pro'ect Information— Project nformation _Project Title: Condon Residence Designed By: John J. Condon, P.E. Project Date: February 2, 2018 Client Name: O'Sullivan Client Address: 280 Terry Court Client City: Southold, NY 11971 Company Name: Condon Engineering, P.C. Company Representative: John J. Condon, P.E. 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: 1,750 CFM Per Square ft.: 0.739 Square ft.of Room Area: 2,368 Square ft. Per Ton: 898 Volume(ft3): 20,395 F66-ilding Loads _ Total Heating Required Including Ventilation Air: 42,907 Btuh 42.907 MBH Total Sensible Gain: 23,729 Btuh 80 % Total Latent Gain: 6,053 Btuh 20 % Total Cooling Required Including Ventilation Air: 29,781 Btuh 2.48 Tons(Based On Sensible + Latent) 2.64 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. D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 Page 3 Miscellaneous Report System 1 System 1 Outdoor Outdoor Outdoor Indoor Indoor Grains _In ut Data__.____.. _. ._._Dry-Bulb....... Wet Bulb..__. Rel.Hum __Rel.Hum-.-___- _-Dry-Bulb_- Difference Winter: 10 9 80% 30% 70 25.24 Summer: 83 71 56% 50% 75 30.17 System 2 System 2 Outdoor Outdoor Outdoor Indoor Indoor Grains In ut_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 Sizin In uts. 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: 0.258 AC/hr 0.110 AC/hr 88 CFM 37 CFM Infiltration Actual: 0.357 AC/hr 0.234 AC/hr Above Grade Volume: X 20.395 Cu.ft. X 20.395 Cu.ft. 7,274 Cu.ft./hr 4,776 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration: 121 CFM 80 CFM Total Building Ventilation: 0 CFM 0 CFM ---System 1--- Infiltration&Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.84 = (1.10 X 0.998 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.220 AC/hr(48 CFM), Construction: Semi-Tight, Fireplaces: 1, 13 CFM, Semi-Tight Summer Infiltration Specified: 0.110 AC/hr(24 CFM), Construction: Semi-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: 0.220 AC/hr(27 CFM), Construction: Semi-Tight Summer Infiltration Specified: 0.110 AC/hr(13 CFM), Construction: Semi-Tight Duct Load Factor Scenarios for System 1 Attic Duct Duct Surface From No. -Type Description- Location__ Ceiling-___ Leakage _ Insulation Area fTjMDD 1 Supply Basement - 0.06 6 392 No 1 Return Basement - 0.06 6 145 No Duct-Load-Factor Scenarios for System 2 Attic Duct Duct Surface From No-Type , -Description _Location_ _. Ceiling. Leaka a _Insulation _ Area T MDD 1 Supply Attic 16B 0.12 8 247 No 1 Return Attic 16B 0.24 8 92 No D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 . r Page 4 Load Preview Report Net Rec ft z Sen Lat Net Sen Sys Sys Sys Scope Ton Ton Iron Area Gain Gain Gam Loss Htg Clg Act CFM CFM CFM Building - - _ 2 48 2.64(-898 2,368 1 23,729 6,053 29,781 42,907+ 1,750( 1,750 1,750 ----- -- •----------- ------- -----illi--------- System 1 1.48 1.58 918 1,452 14,240 3,570 17,811 24,259 1,050 1,050 I 1,050 Supply Duct Latent 217 217 _ Return Duct 0 141 141 261 - f- ---- ------------- -------------------- Humidification 1,043 Zone 1 1,452 14,240 3,212 17,452 22,954 1,050 1,0501--,1,050- 1-Mud ,0501,0501-Mud Room _70 _451 53 504 2,266 _ 1041 33! _3_3 -2-Great-Room--- ----•----------------- --- 2_84_- 3,619'-_ 508 4,127 -_-4,724_ 2161 267 j-�-267 ! ----- 3-Mitchen- --- - -' - _----- -- - - - ---- ---e_-256 4,443 1,183 5,626 2,625` 120 3281 328 ----------------------- --------------------------- ------ ---------- ---- ------ -- -- 4-Dining - _ _ _ _ _ 234 _ 2,681 899 3,580 5,045 231 198 1- 198 5-Foyer - - --- - -- - ---- --,-- ---- 158 - 23 -432 409 - 1,742 80 30' 30 6-Master Suite - -- ------ - _ - 216 1,657 475 2,132 3,706 170 122 122 -- ------- ---- ---- ---- 7-Walk In Closet -48 _ 94 44 _1381 1,268 - 58 7i 7 8-Master Bath/PR _ 187 886 27 9131 -1,577 - 72#_ 65 65 System 2 _ - - -- - ---1 100 105 869 - 916 9,489 2,482 11,971 18,648 700 700 700 ----------- -- -- Supply Duct Latent _-_-_--- --.-_-_---__---- - -- ----_---_182 _182 __ _Return Duct---- -_---_T --� _- -- _-- -- - 1,116 ---360 -1,476 1,242 ---- _-I--_ Humidification _ _ #- --� - 460 Zone 1 _ - 916 _ 8,373 1,940 10,313 16,946 700 700 700 9-Bedroom West -'-------- 308 3,551 826 4,377 6,253 258 297 -297 10-Bedroom East 308 3,551 826 4,377 6,253 258 2971 297 11-Bath i 90 420 -- 191 611 2,466 102 351 35 ------------------------------------------------ -- - ----- -------- ------ -- --- ----- ----- - 12-Hall 210 850 97 947 1,974 82 71 - 71 DACondon Engineering\HERS\O'Sullivan NFWW WO'Sullivan South.rh9 Friday, February 02, 2018, 12:31 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software'Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 Page 5 Duct Size Preview Room or Source Minimum Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Duct Name Velocity Velocity Factor L/100 Loss Velocity Length Flow Flow Flow Size System 1 Supply Runouts ---f - ----� - ----- -- -- ---- -- ------ -;.. _ w 4 f )- - i - - 3, _ - -� - _ 672 3 16 104 -,:-"33' 33} 3 Z1-Mud Room(SR-100 �TMDD 600�_ _ _900 0 0055 __ 0.08 _0 15316 3_ _1 _ -_ _r _ _ { - I- 600 _ 900 00055 0.08 008068 6527 61 ( 5 2-Great Room(SR-150, .. TMDD 600 f 900 00055 008 0 11919! 6527 20 j 216 267 267 5 SR-160,SR-170) i 4 I >.,, 600� 900 00055 0.08� 0 11919; 652.7{ 20 ? ,. 5 0 005 600 900 5 0.08 0 07098 613 7{ 14 1 7 3-Kitchen(SR-110,SR-120) TMDD ! } 120 328 328 600 i 900 00055 0.08 0 07098 613 7, 14 i _7 600 900 00055 008 011645 726.1 14' ; 5 4-Dining(SR-130,SR-140) TMDD f 231 198 198 600 900 0 0055008{ 011645 7261 14 5 5-Foyer(SR-180) 'TMDD__ __ j - _ 600 --900 00055'- 008 0.08551 6112 6i 80 30 30' 3 6-Master Suite(SR-210, - 600 900 0 0055 008 0.14924 699 20 4 SR-220 - --(-- -- ) - �mTMDD--' M-- 600 -_---900 -0.0055 + -0 08�-0-14924_�Y`---699 -_ 20 Y 170 :' 1k22 122 4 -- _ _ _ 33 _ 7-Walk In Closet SR-230 TMDD 600 900 0 0055 008 0.00504 142 6 81 58 .,, 7 - 71 - 3 - !- - 8-Master Bath/PR(SR-190, i 600 900 00055 008 0.05895 630 3' 21 i 4 TMDD s 72 ;.565 65 SR-200) - E _--- i --600 - - --900 00055 008 0.03733 ° 458.4 2 _Other Ducts in System 1 Supply Main Trunk(ST-100) -I TMDD ' 6001 900 _0_.0003 1 008 013523 859.1 36 S 1,0431 050 1,050 11x16 RT-100 TMDD_ ( -400 i - 700 00051^-0.08 006047 - 70_0 - 14�I 1 0,05 1 050 1,050 1 12x18 ----RR-100 I TMDD- 4001 700 0.005 - 0 08 004886 490.7 20' AM 0 184 _6_x9 RR-110 TMDD 4001 500 0.005 0 08 0 05677 - 468.8 `20 j 0 0 866 1 14x19 _ __._ System 2 Supply Runouts j Zone 1 ° 9-Bedroom West(SR-240, TMDD 600 900 00055 0.08 0.12001 ( 753 8 - 16 258x. p 297 t 6 297 SR-250) 600 900 0 0055 0.08 0 13713 7538 22 6 ----------- ------------ 10-Bedroom East(SR-260, I i 600 900€ 00055 008 012001 753.8 I 16 :; •' t 6 SR-270) i TMDD - 600 - - 9001 00055 008 013 -753 8 221 258 297 297 6 11-Bath(SR-280) TMDD ; 600 - _900 0.0055 0.08 014567 7_13 12 102 k 35 _35( 3 12-Hall(SR-290) TMDD 600 900 0 00551 0.08 0 1556 813 6, _12 82 '' 71 71, 4 - -- - -i - - -----i- - - ------- - _ , i- - Other Ducts in System 2 Supply Mam Trunk(ST-110)-.-- TMDD--I-----600,------9001-.000.03-- _ -_ 0.08 0 09817 1 717 9�- 361 700 ' _0x1 - --- -' -- _ � � �----- --- -��'"698 698 10x14 - - _ 466 7 j-- -- ..-35011 _ - RT-110 TMDD 600{ 900 0 0003 0.08 0 00097 891 3 1 I 700 700. 700 12 _ --RR 120 _ __ _ _ TMDD 400 1 500 i 0.005( 0 08� 0.04318 � 466 7 f 20� 350' 350 350 9x12 _-- _-___j -.-_----.-----{-___-___--_-__ __-__- _ RR-130 TMDD ? } I 350 350 9x12 Summary System 1 Heating,Flow. 1050 Design Friction Rate. 0.088 _ TEL Return__ 2697 Cooling Flow 1050 Total Cumulative SP Loss 0.406 TEL Supply 1909 Fan ESP. 0.406 Device SP Loss: 0 TEL Total- 4606 Fan SP Available: 0.406 Return Loss Added to Supply 0 117 System 2 Heating FIOW_ 700 Design Friction Rate: 0.117 - - - _ TEL Return: -82.2 Cooling Flow: 700 _Total Cumulative SP Loss_ 0 298 - _ "_ TEL Supply: 172.2 Fan ESP '0.298 Device SP Loss 0 TEL Total: 254.4 Fan SP Available: 0.298 Return Loss Added to Supply: 0 044 DACondon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:31 PM Rhvac-Residential&Light Commercial HVAC Loads -- Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 0 Page 6 Tabular Manual D Ductsize Grid - System 1 Ducts Room Feeds Flow Diam Wid Hei Vel Zones System 1 -System 1 Supply ST-100 _ 1 1050 14.4 11 16 859 SR-100 Mud Room 1 33 3 2.4 3.3 672 SR-110 Kitchen 1 164 7 5.4 7.7 614 SR-120 Kitchen 1 164 7 5.4 7.7 614 SR-130 Dining 1 99 5 3.9 5.5 726 SR-140 Dining 1 199 5 3.9 5.5 726 SR-150 Great Room 1 89 5 39 5.5 653 SR-160 Great Room 1 89 5 3.9 5.5 653 SR-170 Great Room 1 89 5 3.9 5.5 653 SR-180 Foyer 1 30 3 2.4 3.3 611 SR-190 Master Bath/PR 1 55 14 13.1 4.4 16301 SR-200 Master Bath/PR 1 10 2 1.6 2.2 458 SR-210 Master Suite 1 61 4 3.1 44 699 SR-220 Master Suite 1 61 4 3.1 44 699 SR-230 Walk In Closet 1 7 3 2.4 33 143 13 Return B RT-100 1050 16 12 18 700 RRA 00 184 8 6 9 491 RR-110 866 17.8 14 19 469 DACondon Engineering\HERS\O'Sullivan NFWW WO'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering 0010 Condon Residence Mattituck NY 11952Page,7 Tabular Manual D Ductsize Grid - System 2 Ducts Room Feeds Flow Diam Wid Hei Ve Zones El System 2-System 2 ® Supply El ST-110 1 698 12.9 10 14 718 SR-240 Bedroom West 1 148 6 4.7 6.6 754 SR-250 Bedroom West 1 148 6 4.7 6.6 754 SR-260 Bedroom East 1 148 6 4.7 6.6 754 SR-270 Bedroom East 1 1148 6 4.7 6.6 754 SR-280 Bath 1 35 3 2.4 3.3 713 SR-290 Hall 1 71 4 3.1 4.4 814 B Return El RT-110 700 12 9.3 13.1 891 RR-120 350 11.3 9 12 467 RR-130 1350 11.3 19 112 467 D:\Condon Engineering\HERS\O'Sullivan NFWW WO'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC LoadsOP Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 Page 8 Tabular Manual D Ductsize Data - Duct System I - 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 .Area ---Duct Name:ST-100, Fittings: 1-F1,8-13313, Effective Length: 164.8 Trunk 0.0003 14.4 859 0.030 Up: Fan 72 11 0.082 0.106 Rect 36.0 16 128.8 0.135 Nearest Inch 1,050 162 0.153 0.252 ---Duct Name:SR-100,Supplies: Mud Room, Fittings:4-G,3-A, 13-A, Effective Length: 26.1 Runout 0.0055 3 672 0.094 Up: ST-100 72 2.4 0.588 0.059 Rnd 16.0 3.3 10.1 0.153 Nearest Inch 33 12.6 0.000 0.406 ---Duct Name: SR-110,Supplies: Kitchen, Fittings: 4-G,3-A, 13-A, Effective Length: 45.8 Runout 0.0055 7 614 0.022 Up: ST-100 72 5.4 0.155 0.049 Rnd 14.0 7.7 31.8 0.071 Nearest Inch 164 25.7 0.082 0.323 ---Duct Name: SR-120,Supplies: Kitchen, Fittings:4-G,3-A, 13-A, Effective Length: 45.8 Runout 0.0055 7 614 0.022 Up: ST-100 72 5.4 0.155 0.049 Rnd 14.0 7.7 31.8 0.071 Nearest Inch 164 25.7 0.082 0.323 ---Duct Name:SR-130,Supplies: Dining, Fittings: 4-G,3-A, 13-A, Effective Length: 34.3 Runout 0.0055 5 726 0.047 Up: ST-100 72 3.9 0.339 0.069 Rnd 14.0 5.5 20.3 0.116 Nearest Inch 99 18.3 0.037 0.369 ---Duct Name:SR-140,Supplies: Dining, Fittings:4-G,3-A, 13-A, Effective Length:34.3 Runout 0.0055 5 726 0.047 Up: ST-100 72 3.9 0.339 0.069 Rnd 14.0 5.5 20.3 0.116 Nearest Inch 99 18.3 0.037 0.369 ---Duct Name: SR-150,Supplies: Great Room, Fittings:4-G,3-A, 13-A, 8-A2, Effective Length: 29.3 Runout 0.0055 5 653 0.017 Up: ST-100 72 3.9 0.275 0.064 Rnd 6.0 5.5 23.3 0.081 Nearest Inch 89 7.9 0.072 0.333 ---Duct Name: SR-160,Supplies: Great Room, Fittings:4-G,3-A, 13-A, 8-A2, Effective Length: 43.3 Runout 0.0055 5 653 0.055 Up: ST-100 72 3.9 0.275 0.064 Rnd 20.0 5.5 23.3 0.119 Nearest Inch 89 26.2 0.034 0.372 ---Duct Name: SR-170,Supplies: Great Room, Fittings: 4-G,3-A, 13-A,8-A2, Effective Length: 43.3 Runout 0.0055 5 653 0.055 Up: ST-100 72 3.9 0.275 0.064 Rnd 20.0 5.5 23.3 0.119 Nearest Inch 89 26.2 0.034 0.372 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential,&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering ; Condon Residence Mattituck NY 11952 Page 9 Tabular Manual D Ductsize Data - Duct System 1 - 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 CFM Area _ ._ _SP.Avail .__ -SPL.Cumul_ ---Duct Name:SR-180,Supplies: Foyer, Fittings:4-G,3-A, 13-A,8-A2, Effective Length: 17.5 Runout 0.0055 3 611 0.029 Up: ST-100 72 2.4 0.487 0.056 Rnd 6.0 3.3 11.5 0.086 Nearest Inch 30 4.7 0.068 0.338 ---Duct Name:SR-190,Supplies: Master Bath/PR, Fittings:4-G,3-A, 13-A, Effective Length: 16.9 Runout 0.0055 4 630 0.007 Up: ST-100 72 3.1 0.348 0.052 Rnd 2.0 4.4 14.9 0.059 Nearest Inch 55 2.1 0.094 0.311 ---Duct Name: SR-200,Supplies: Master Bath/PR, Fittings:4-G,3-A, 13-A, Effective Length:7.6 Runout 0.0055 2 458 0.010 Up: ST-100 72 1.6 0.492 0.028 Rnd 2.0 2.2 5.6 0.037 Nearest Inch 10 1 0.116 0.290 ---Duct Name:SR-210,Supplies: Master Suite, Fittings:4-G,3-A, 13-A, Effective Length: 35.0 Runout 0.0055 4 699 0.085 Up: ST-100 72 3.1 0.426 0.064 Rnd 20.0 4.4 15.0 0.149 Nearest Inch 61 20.9 0.004 0.402 ---Duct Name: SR-220,Supplies: Master Suite, Fittings: 4-G, 3-A, 13-A, Effective Length: 35.0 Runout 0.0055 4 699 0.085 Up: ST-100 72 3.1 0.426 0.064 Rnd 20.0 4.4 15.0 0.149 Nearest Inch 61 20.9 0.004 0.402 ---Duct Name: SR-230,Supplies:Walk In Closet, Fittings:4-G,3-A, 13-A, Effective Length: 16.9 Runout 0.0055 3 143 0.002 Up: ST-100 72 2.4 0.030 0.003 Rnd 8.0 3.3 8.9 0.005 Nearest Inch 7 6.3 0.148 0.258 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. I-Summary Number of active trunks: 1 Number of active runouts: 14 Total runout outlet airflow: 1,050 Main trunk airflow: 1,050 Largest trunk diameter: 14.4 ST-100 Largest runout diameter: 7 SR-110 Smallest trunk diameter: 14.4 ST-100 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 Page 10 Tabular Manual D Ductsize Data - Duct System 1 - Supply cont'd Summa .— ��.- - - - — --------- Smallest runout diameter: 2 SR-200 Supply fan external static pressure: 0.406 Supply fan device pressure losses: 0.000 Supply fan static pressure available: 0.406 Runout maximum cumulative static pressure loss: 0.406 SR-100 Return loss added to supply: 0.117 Total effective length of return(ft.): 269.7 RRA 10 Total effective length of supply(ft.): 190.9 SR-100 Overall total effective length (ft.): 460.6 RRA 10 to SR-100 Design overall friction rate per 100 ft.: 0.088 (Available SP x 100/TEL) System duct surface area(Scenario 1): 378.8 (Not linked to duct load) Total system duct surface area: 378.8 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 Page 11 Tabular Manual D Ductsize Data - Duct System 2 - 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 -Sizing_.__ _ _ .._ .___ _ .e_ ______._CFM.. .Area____._ . __SP.Avail_ . _ _ .SPL.Cumul ---Duct Name:ST-110, Fittings: 1-F1,8-6313, Effective Length: 145.1 Trunk 0.0003 12.9 718 0.024 Up: Fan 72 10 0.068 0.074 Rect 36.0 14 109.1 0.098 Nearest Inch 698 144 0.156 0.142 ---Duct Name: SR-240,Supplies: Bedroom West, Fittings:4-G,3-A, 13-A, Effective Length: 42.1 Runout 0.0055 6 754 0.046 Up: STA 10 72 4.7 0.285 0.074 Rnd 16.0 6.6 26.1 0.120 Nearest Inch 148 25.1 0.036 0.262 ---Duct Name: SR-250,Supplies: Bedroom West, Fittings: 4-G,3-A, 13-A, Effective Length: 48.1 Runout 0.0055 6 754 0.063 Up: ST-110 72 4.7 0.285 0.074 Rnd 22.0 6.6 26.1 0.137 Nearest Inch 148 34.6 0.018 0.279 ---Duct Name:SR-260,Supplies: Bedroom East, Fittings:4-G,3-A, 13-A, Effective Length:42.1 Runout 0.0055 6 754 0.046 Up: ST-110 72 4.7 0.285 0.074 Rnd 16.0 6.6 26.1 0.120 Nearest Inch 148 25.1 0.036 0.262 ---Duct Name:SR-270,Supplies: Bedroom East, Fittings:4-G,3-A, 13-A, Effective Length: 48.1 Runout 0.0055 6 754 0.063 Up: ST-110 72 4.7 0.285 0.074 Rnd 22.0 6.6 26.1 0.137 Nearest Inch 148 34.6 0.018 0.279 ---Duct Name: SR-280,Supplies: Bath, Fittings:4-G,3-A, 13-A, Effective Length: 22.1 Runout 0.0055 3 713 0.079 Up: STA 10 72 2.4 0.660 0.067 Rnd 12.0 3.3 10.1 0.146 Nearest Inch 35 9.4 0.010 0.288 ---Duct Name:SR-290,Supplies: Hall, Fittings:4-G,3-A, 13-A, Effective Length:27.1 Runout 0.0055 4 814 0.069 Up: ST-110 72 3.1 0.575 0.087 Rnd 12.0 4.4 15.1 0.156 Nearest Inch 71 12.6 0.000 0.298 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: 6 D:\Condon Engineering\HERS\O'Sullivan NFWW MAO'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads -- Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 0 Pagel 2 Tabular Manual D Ductsize Data - Duct System 2 - Supply cont'd I-Summary Total runout outlet airflow: 698 Main trunk airflow: 698 Largest trunk diameter: 12.9 ST-110 Largest runout diameter: 6 SR-240 Smallest trunk diameter: 12.9 ST-110 Smallest runout diameter: 3 SR-280 Supply fan external static pressure: 0.298 Supply fan device pressure losses: 0.000 Supply fan static pressure available: 0.298 Runout maximum cumulative static pressure loss: 0.298 SR-290 Return loss added to supply: 0.044 Total effective length of return(ft.): 82.2 RR-120 Total effective length of supply(ft.): 172.2 SR-290 Overall total effective length (ft.): 254.4 RR-120 to SR-290 Design overall friction rate per 100 ft.: 0.117 (Available SP x 100/TEL) System duct surface area(Scenario 1): 285.4 (Not linked to duct load) Total system duct surface area: 285.4 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 ° Page 13 Tabular Manual D Ductsize Data - Duct System 1 - 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 CFM._ - ___-. _. -_--.._. _Area __ _..._._ .._SP.Avail _:_ .___SPL.Cumul_ ---Duct Name: RT-100, Fittings: 5-A,8-B1 B,8-131 B, Effective Length:79.9 Trunk 0.005 16 700 0.011 Up: Fan 72 12 0.076 0.050 Rect 14.0 18 65.9 0.060 Nearest Inch 1,050 70 -0.057 0.117 ---Duct Name: RR-100,Fittings: 8-13113,8-113113,4-AO,6-A, Effective Length: 52.1 Runout 0.005 8 491 0.019 Up: RT-100 72 6 0.094 0.030 Rect 20.0 9 32.1 0.049 Nearest Inch 184 50 -0.008 0.049 ---Duct Name: RR-110, Fittings:8-131 B,8-131 B,4-AO,6-A, Effective Length: 189.9 Runout 0.005 17.8 469 0.006 Up: RT-100 72 14 0.030 0.051 Rect 20.0 19 169.9 0.057 Nearest Inch 866 110 0.000 0.057 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. Lgiummary Number of active trunks: 1 Number of active runouts: 2 Total runout outlet airflow: 1,050 Main trunk airflow: 1,050 Largest trunk diameter: 16 RT-100 Largest runout diameter: 17.8 RR-110 Smallest trunk diameter: 16 RT-100 Smallest runout diameter: 8 RR-100 Runout maximum cumulative static pressure loss: 0.057 RR-110 Return loss added to supply: 0.117 Total effective length of return(ft.): 269.7 RR-110 System duct surface area(Scenario 1): 230 (Not linked to duct load) Total system duct surface area: 230 DACondon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 1W Page 14 Tabular Manual D Ductsize Data - Duct System 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 -Sizing _._ _ - __._. --------CFM - - Area - SP_.Ava-il._ __SPL.Cumul . ---Duct Name: RT-110, Effective Length: 1.0 Trunk 0.0003 12 891 0.001 Up: Fan 72 9.3 0.097 0.000 Rnd 1.0 13.1 0.0 0.001 Nearest Inch 700 3.1 -0.043 0.044 ---Duct Name: RR-120, Fittings: 8-B1 B,8-B1 B,4-AO,6-A, Effective Length: 81.2 Runout 0.005 11.3 467 0.011 Up: RT-110 72 9 0.053 0.033 Rect 20.0 12 61.2 0.043 Nearest Inch 350 70 0.000 0.043 ---Duct Name: RR-130, Fittings:8-B1 B,8-B1 B,4-AO, 6-A, Effective Length:81.2 Runout 0.005 11.3 467 0.011 Up: RT-110 72 9 0.053 0.033 Rect 20.0 12 61.2 0.043 Nearest Inch 350 70 0.000 0.043 Report Units: Pressure: in.wg, Duct lengths:feet, Duct sizes: inch,Airflow: CFM, Velocity:ft./min, Temperature: F Notes: Static pressure available values for return ducts are at the entrance of the duct. For supply,they are at the exit. The cumulative static pressure loss value for a return trunk is with respect to the entry point of the return runout upstream with the highest static pressure available. Total and cumulative static pressure loss values for the supply main trunk include any device pressure losses entered, and the cumulative may also include the total static pressure loss of the return side. Summary— Number umma Number of active trunks: 1 Number of active runouts: 2 Total runout outlet airflow: 700 Main trunk airflow: 700 Largest trunk diameter: 12 RT-110 Largest runout diameter: 11.3 RR-120 Smallest trunk diameter: 12 RT-110 Smallest runout diameter: 11.3 RR-120 Runout maximum cumulative static pressure loss: 0.043 RR-120 Return loss added to supply: 0.044 Total effective length of return(ft.): 82.2 RR-120 System duct surface area(Scenario 1): 143.1 (Not linked to duct load) Total system duct surface area: 143.1 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. D:\Condon Engineering\HERS\O'Sullivan NFWW MAO'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Q, Condon Residence Mattituck NY 11952 Pa e 15 Total Buildinq Summary Loads Component Area Sen Lat Sen Total Descri tion.__ __. ._. -__ _. _- Quan Loss __Gain_ -._-- _ Gain Gain_ 2A-w-o: Glazing-Double pane low-e(e=0.60), operable 338.9 7,121 0 6,457 6,457 window,wood frame, u-value 0.35, SHGC 0.35 11D: Door-Wood-Solid Core 53.6 1,254 0 397 397 12D-Obw:Wall-Frame, R-15 insulation in 2 x 4 stud 2140 11,044 0 922 922 cavity, no board insulation, brick finish,wood studs 1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 1273 2,444 0 1,752 1,752 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 19A-19p-c: Floor-Over enclosed crawl space, No 1451.8 3,345 0 446 446 insulation on exposed walls, sealed or vented space, passive. R-19 blanket,carpet covering Subtotals for structure: 25,208 0 9,974 9,974 People: 14 2,800 3,220 6,020 Equipment: 722 5,970 6,692 Lighting: 0 0 0 Ductwork: 8,214 901 3,506 4,407 Infiltration:Winter CFM: 121, Summer CFM: 80 7,982 1,630 699 2,329 Ventilation:Winter CFM:0, Summer CFM:0 0 0 0 0 Exhaust:Winter CFM: 54, Summer CFM: 54 Humidification(Winter)4.10 gal/day : 1,503 0 0 0 AED Excursion: 0 0 360 360 Total Building Load Totals: 42,907 6,053 23,729 29,781 Check Figures Total Building Supply CFM: 1,750 CFM Per Square ft.: 0.739 Square ft.of Room Area: 2,368 Square ft. Per Ton: 898 Volume(ft3): 20,395 Buildin Loads Total Heating Required Including Ventilation Air: 42,907 Btuh 42.907 MBH Total Sensible Gain: 23,729 Btuh 80 % Total Latent Gain: 6,053 Btuh 20 % Total Cooling Required Including Ventilation Air: 29,781 Btuh 2.48 Tons(Based On Sensible+ Latent) 2.64 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. DACondon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads — Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 Page 16 System 1 System 1 Summary Loads Component Area Sen Lat Sen 'Total -Description Quan Loss Gain _ Gain ___ Gain 2A-w-o: Glazing-Double pane low-e(e=0.60), operable 252.3 5,300 0 4,459 4,459 window,wood frame, u-value 0.35, SHGC 0.35 11 D: Door-Wood -Solid Core 53.6 1,254 0 397 397 12D-Obw:Wall-Frame, R-15 insulation in 2 x 4 stud 1102.6 5,691 0 474 474 cavity, no board insulation, brick finish,wood studs 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 357 686 0 491 491 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 19A-19p-c: Floor-Over enclosed crawl space, No 1451.8 3,345 0 446 446 insulation on exposed walls,sealed or vented space, passive. R-19 blanket,carpet covering Subtotals for structure: 16,276 0 6,267 6,267 People: 10 2,000 2,300 4,300 Equipment: 722 4,526 5,248 Lighting: 0 0 0 Ductwork: 2,929 358 660 1,018 Infiltration:Winter CFM: 61, Summer CFM: 24 4,011 490 209 699 Ventilation:Winter CFM:0, Summer CFM:0 0 0 0 0 Humidification(Winter)2.84 gal/day : 1,043 0 0 0 AED Excursion: 0 0 279 279 System 1 System 1 Load Totals: 24,259 3,570 14,240 17,811 Check_Fi ures__ Supply CFM: 1,050 m CFM Per Square ft.: _ 0.723 Square ft.of Room Area: 1,452 Square ft. Per Ton: 918 Volume(ft3): 13,067 S stem Loads Total Heating Required Including Ventilation Air: 24,259 Btuh 24.259 MBH Total Sensible Gain: 14,240 Btuh 80 % Total Latent Gain: 3,570 Btuh 20 % Total Cooling Required Including Ventilation Air: 17,811 Btuh 1.48 Tons(Based On Sensible+ Latent) 1.58 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. D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads - Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 0 Pa a 17 System 2 System 2 Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 2A-w-o: Glazing-Double pane low-e(e=0.60), operable 86.7 1,821 0 1,998 1,998 window,wood frame, u-value 0.35, SHGC 0.35 12D-Obw:Wall-Frame, R-15 insulation in 2 x 4 stud 1037.3 5,353 0 448 448 cavity, no board insulation,brick finish,wood studs 1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 916 1,758 0 1,261 1,261 Floor(also use for Knee Walls and Partition Ceilings), Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane. R-30 insulation Subtotals for structure: 8,932 0 3,707 3,707 People: 4 800 920 1,720 Equipment: 0 1,444 1,444 Lighting: 0 0 0 Ductwork: 5,285 542 2,846 3,388 Infiltration:Winter CFM: 60, Summer CFM: 56 3,971 1,140 490 1,630 Ventilation:Winter CFM:0, Summer CFM:0 0 0 0 0 Exhaust:Winter CFM: 54, Summer CFM: 54 Humidification(Winter) 1.25 gal/day: 460 0 0 0 AED Excursion: 0 0 81 81 System 2 System 2 Load Totals: 18,648 2,482 9,489 11,971 Check Figures - — - - - Supply CFM: 700 CFM Per Square ft.: 0.764 Square ft.of Room Area: 916 Square ft. Per Ton: 869 Volume(ft'): 7,328 _S stem-Loads Total Heating Required Including Ventilation Air: 18,648 Btuh 18.648 MBH Total Sensible Gain: 9,489 Btuh 79 % Total Latent Gain: 2,482 Btuh 21 % Total Cooling Required Including Ventilation Air: 11,971 Btuh 1.00 Tons(Based On Sensible+ Latent) 1.05 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. D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 0 Page 18 Equipment Data - System 1 - System 1 Cooling System Type: Standard Air Conditioner Outdoor Model: 24ANB736C*031* Indoor Model: FV4CNF002L Tradename: CARRIER Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 9379774 Nominal Capacity: 36000 Adjusted Capacity: 18000 Adjusted Sensible Capacity: 13860 Adjusted Latent Capacity: 4140 Efficiency: 16 SEER Heating System Type: Natural Gas Boiler Model: ECO 110 Tradename: WEIL-MCLAIN Manufacturer: WEI L-MCLAI N Description: Natural Gas or Propane Boiler Capacity: 101000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen.gain: 14,240 Btuh, Lat.gain: 3,570 Btuh, Sen. loss: 24,259 Btuh, Entering clg.coil DB: 75F, Entering clg. coil WB: 62.5F, Entering htg.coil DB: 69.8F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 649 CFM, Req. htg. airflow: 312 CFM D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering I Condon Residence Mattituck NY 11952 Page 19 Equipment Data - System 2 - System 2 Cooling System Type: Standard Air Conditioner Outdoor Model: 24ANB724C*031* Indoor Model: FV4CNF002L Tradename: CARRIER Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 9394640 Nominal Capacity: 24000 Adjusted Capacity: 18000 Adjusted Sensible Capacity: 13860 Adjusted Latent Capacity: 4140 Efficiency: 16.5 SEER Heating System Type: Natural Gas Boiler Model: ECO 110 Tradename: WEI L-MCLAI N Manufacturer: WEI L-MCLAI N Description: Natural Gas or Propane Boiler Capacity: 101000 Efficiency: 95 AFUE This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen.gain: 9,489 Btuh, Lat.gain:2,482 Btuh, Sen. loss: 18,648 Btuh, Entering clg. coil DB: 75F, Entering clg.coil WB: 62.5F, Entering htg.coil DB: 68.4F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req.clg. airflow: 382 CFM, Req. htg.airflow:227 CFM D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 ' Page 20 Manual S Performance Data - System 1 - System 1 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 14,240 Outdoor Wet Bulb: 71 Latent Gain: 3,570 Indoor Dry Bulb: 75 Total Gain: 17,811 Indoor RH: 50 Load SHR: 0.80 Supply Airflow: 1,335 Entering Dry Bulb: 75 Entering Wet Bulb: 62.5 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 24,259 Indoor Dry Bulb: 70 Entering Dry Bulb: 69.8 Indoor RH: 30 Supply Airflow: 1,050 E ui .ment.Performance.Data at Sy stem Design Conditions _ This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model:24ANB736C*031*+FV4CNF002L, Nominal Capacity:36,000, Manufacturer: CARRIER AIR CONDITIONING Interpolation Results: Percent Load of Load Sensible Capacity: 13,860 14,240 97% Latent Capacity: 4,140 3,570 116% Total Capacity: 18,000 17,811 101% Power Input: 1.20 Heating: Model Type: Natural Gas Boiler, Model: ECO 110, Nominal Capacity: 101,000, Manufacturer:WEIL-MCLAIN Results: Percent oa d of oa Heating Capacity: 101,000 24,259 416% D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc.- Condon ncaCondon Engineering Condon Residence Mattituck NY 11952 OF Page 21 Manual S Performance Data - S stem 2 - System 2 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 9,489 Outdoor Wet Bulb: 71 Latent Gain: 2,482 Indoor Dry Bulb: 75 Total Gain: 11,971 Indoor RH: 50 Load SHR: 0.79 Supply Airflow: 1,335 Entering Dry Bulb: 75 Entering Wet Bulb: 62.5 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 18,648 Indoor Dry Bulb: 70 Entering Dry Bulb: 68.4 Indoor RH: 30 Supply Airflow: 700 Equipment Performance Data-at System,Design Conditions, This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model:24ANB724C*031"+FV4CNF002L, Nominal Capacity:24,000, Manufacturer: CARRIER AIR CONDITIONING Interpolation Results: Percent Load of Load Sensible Capacity: 13,860 9,489 146% Latent Capacity: 4,140 2,482 167% Total Capacity: 18,000 11,971 150% Power Input: 1.20 Heating: Model Type: Natural Gas Boiler, Model: ECO 110, Nominal Capacity: 101,000, Manufacturer:WE[L-MCLAIN Results: Percent Load ofLoad Heating Capacity: 101,000 18,648 542% D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 Pa a 22 System 1 Zone 1 Summary Loads Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 2A-w-o: Glazing-Double pane low-e(e=0.60), operable 252.3 5,300 0 4,459 4,459 window,wood frame, u-value 0.35, SHGC 0.35 11 D: Door-Wood-Solid Core 53.6 1,254 0 397 397 12D-Obw:Wall-Frame, R-15 insulation in 2 x 4 stud 1102.6 5,691 0 474 474 cavity, no board insulation,brick finish,wood studs 1613-30: Roof/Ceiling-Under Attic with Insulation on Attic 357 686 0 491 491 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal, Tar and Gravel or Membrane, R-30 insulation 19A-19p-c: Floor-Over enclosed crawl space, No 1451.8 3,345 0 446 446 insulation on exposed walls, sealed or vented space, passive, R-19 blanket,carpet covering Subtotals for structure: 16,276 0 6,267 6,267 People: 10 2,000 2,300 4,300 Equipment: 722 4,526 5,248 Lighting: 0 0 0 Ductwork: 2,667 0 660 660 _Infiltration:Winter CFM:61,Summer CFM: 24 4,011 490 209 699 System 1, Zone 1 Load Totals: 22,954 3,212 14,240 17,452 Ch-e&—figures Supply CFM: 1,050 CFM Per Square ft.: 0.723 Square ft.of Room Area: 1,452 Square ft. Per Ton: 941 Volume(ft'): 13,067 Total Heating Required: 22,954 Btuh 22.954 MBH Total Sensible Gain: 14,240 Btuh 82 % Total Latent Gain: 3,212 Btuh 18 % Total Cooling Required: 17,452 Btuh 1.45 Tons(Based On Sensible + Latent) 1.54 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. D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 Pa a 23 System 2 Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Sen Lat Sen Total Description-_____ _ _ _ _ _. . ___ __ _ _Quan _ Loss _ Gain Gain Gain 2A-w-o: Glazing-Double pane low-e(e=0.60), operable 86.7 1,821 0 1,998 1,998 window,wood frame, u-value 0.35, SHGC 0.35 12D-Obw:Wall-Frame, R-15 insulation in 2 x 4 stud 1037.3 5,353 0 448 448 cavity, no board insulation, brick finish,wood studs 166-30: Roof/Ceiling-Under Attic with Insulation on Attic 916 1,758 0 1,261 1,261 Floor(also use for Knee Walls and Partition Ceilings),Vented Attic, No Radiant Barrier, Dark Asphalt Shingles or Dark Metal,Tar and Gravel or Membrane. R-30 insulation Subtotals for structure: 8,932 0 3,707 3,707 People: 4 800 920 1,720 Equipment: 0 1,444 1,444 Lighting: 0 0 0 Ductwork: 4,043 0 1,730 1,730 Infiltration:Winter CFM: 60,Summer CFM: 56 3,971 1,140 490 1,630 System 2, Zone 1 Load Totals: 16,946 1,940 8,373 10,313 Check Figures - - Supply CFM: 700 CFM Per Square ft.: 0.764 Square ft.of Room Area: 916 Square ft. Per Ton: 1,014 Volume(ft'): 7,328 Zone Loads Total Heating Required: 16,946 Btuh 16.946 MBH' Total Sensible Gain: 8,373 Btuh 81 % Total Latent Gain: 1,940 Btuh 19 % Total Cooling Required: 10,313 Btuh 0.86 Tons(Based On Sensible+ Latent) 0.90 Tons(Based On 75%Sensible Capacity) Notes_ .... .w_ 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. D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Condon Engineering Condon Residence Mattituck NY 11952 C Page 24 Detailed Room Loads - Room 1 - Mud Room (Average Load Procedure General- - - - — - - - --- Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 1 Room Width: 7.0 ft. Zone Number: 1 Area: 70.0 sq.ft. Supply Air: 33 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.2 AC/hr Volume: 630 cu.ft. Req.Vent. Gig: 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.: 7 CFM Actual Summer Infil.: 3 CFM Item Area -U- Htg Sen Gig Lat Sen Description Quantity-__ Value _ HTM Loss _ HTM —_.Gain _ Gain N-Wall-12D-Obw 7 X 9 50.2 0.086 5.2 259 0.4 0 22 W-Wall-12D-Obw 10 X 9 73.2 0.086 5.2 378 0.4 0 31 W-Door-11 D 2.5 X 6.7 16.8 0.390 23.4 392 7.4 0 124 N-GIs-2A-w-o shgc-0.35 100%S 12.8 0.350 21.0 269 9.5 0 122 UP-Ceil-166-30 8 X 7 56 0.032 1.9 108 1.4 0 77 Floor-19A-19p 7 X 10 70 0.049 2.3 161 0.3 0 22 Subtotals for Structure: 1,567 0 398 Infil.:Win.:6.6, Sum.: 2.6 153 2.850 436 0.150 53 23 Ductwork: 263 21 AED Excursion: 9 Room Totals: 2,266 53 451 Equipment Coolin Loads - Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load [Item Name __ _ _._ . _ _Btuh,..._-- ___._vBtuh_ -w._ __ -Out ut.__ _ er Hour_ __.,_..... _ Btuh _ - _ _. . .Btuh. Cooking range with hood - 0 0 100 100 0 0 four burners on high heat 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 Miscellaneous Equipment -3305 -722 100 100 _ -3305 -722 Total 0 0 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering �t Condon Residence Mattituck NY 11952 Page 25 Detailed Room Loads - Room 2 - Great Room Avera e Load Procedure General. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 21.0 ft. System Number: 1 Room Width: 13.5 ft. Zone Number: 1 Area: 283.5 sq.ft. Supply Air: 267 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.3 AC/hr Volume: 2,552 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 3 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 13 CFM Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description " _ " _ __. Quanti _HTM _ _ Loss_. _HTM -_ Gain ._._ Gain S-Wall-12D-Obw 13.5 X 9 91.8 0.086 5.2 474 0.4 0 39 W-Wall-12D-Obw 21 X 9 157.2 0.086 5.2 811 0.4 0 68 S-GIs-2A-w-o shgc-0.35 100%S(2) 29.7 0.350 21.0 624 9.5 0 282 W-GIs-2A-w-o shgc-0.35 O%S(2) 31.8 0.350 21.0 668 35.7 0 1,134 UP-Ceil-16B-30 4 X 8 32 0.032 1.9 61 1.4 0 44 Floor-19A-19p 13.5 X 21 283.5 0.049 2.3 653 0.3 0 87 Subtotals for Structure: 3,291 0 1,654 Infil.:Win.: 13.4, Sum.: 5.3 311 2.847 884 0.148 108 46 Ductwork: 549 168 AED Excursion: 71 People:200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 1,221 Room Totals: 4,724 508 3,619 Equipment Cbolin .Loads Continuous Continuous- Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load L_Name..._•�-�-__.�___ __,�__ ___Btuh_ __ . _ __Btuh_ ___Out ut- ------per Hour_w Btuh _. Btuh Computer and monitor 1536 0 35 100 538 0 Color television 683 0 100 100 683 0 Total 1221 0 DACondon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software.Development,Inc. Condon Engineering, Condon Residence Mattituck`NY 11952 Page 26 Detailed Room Loads - Room 3 - Kitchen (Average Load Procedure General ... Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 15.5 ft. System Number: 1 Room Width: 16.5 ft. Zone Number: 1 Area: 255.8 sq.ft. Supply Air: 328 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 8.5 AC/hr Volume: 2,302 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.: 8 CFM Actual Summer Infil.:, 3 CFM Item Area -U- Htg Sen Clg Lat Sen ..Descri tion__ %, __''Quantity—, -Value. -.. :HTM.. _—.Loss '- :v._._HTM Gain Gain: N-Wall-12D-Obw 14 X 9 113.2 0.086 5.2 584 0.4 0 49 W-Wall-12D-Obw 5.5 X 9 49.5 0.086 5.2 255 0.4 0 21 N-GIs-2A-w-o shgc-0.35 100%S 12.8 0.350 21.0 269 9.5 0 122 UP-Ceil-1613-30 8 X 8 64 0.032 1.9 123 1.4 0 88 Floor-19A-19p 16.5 X 15.5 255.8 0.049 2.3 589 03 0 79 Subtotals for Structure: 1,820 0 359 Infil.:Win.: 7.6, Sum.: 3.0 176 2.849 500 0.148 61 26 Ductwork: 305 206 AED Excursion: 87 People:200 lat/per, 230 sen/per: 2 400 460 Equipment: 722 3,305 Room Totals: 2,625 1,183 4,443 .E ui ment.Coolin6-Loads. Continuous Continuous Output Output Average Percent 'Sensible Latent Sensible Latent In-Use Used, _ Load Load F-lteml�ame. ._. _:..___ _.. 13tuh ___-_ . .... Btuh --- .---Output,,,.,, Cooking range with hood - 0 0 100 100 0 0 four burners on high heat 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 3305 3305 722 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software_Development,Inc. Condon Engineering Condon Residence Mattituck NY .11952 Page 27 Detailed Room Loads - Room 4 - Dining (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 1 Room Width: 19.5 ft. Zone Number: 1 Area: 234.0 sq.ft. Supply Air: 198 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 5.6 AC/hr Volume: 2,106 cu.ft. Req.Vent. Cig: 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.: 12 CFM Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg. Lat Sen Description - -_ _- - __ __ ___Quantity_ Value HTM Loss HTM_ _ Gain_ Gain N-Wall-12D-Obw 19.5 X 9 104 0.086 5.2 537 0.4 0 45 E-Wall-12D-Obw 12 X 9 94.2 0.086 5.2 486 0.4 0 41 N-GIs-2A-w-o shgc-0.35 100%S(2) 26.5 0.350 21.0 556 9.5 0 252 N-GIs-2A-w-o shgc-0.35 100%S 45 0.350 21.0 945 9.5 0 427 E-GIs-2A-w-o shgc-0.35 0%S 13.8 0.350 21.0 289 35.6 0 490 UP-Ceil-1613-30 8 X 19.5 156 0.032 1.9 300 1.4 0 215 Floor-19A-19p 19.5 X 12 234 0.049 2.3 539 0.3 0 72 Subtotals for Structure: 3,652 0 1,542 Infil.:Win.: 12.3, Sum.: 4.8 284 2.847 807 0.148 99 42 Ductwork: 586 124 AED Excursion: 52 People:200 lat/per, 230 sen/per: 4 800 920 Room Totals: 5,045 899 2,681 Equipment C.00lin Loads,__ Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load EltemName _ .__ _ Btuh___ __ __Btuh--_ --Output, _ er Hour_ --_Btuh . _ _ Btuh Cooking range with hood - 0 0 100 100 0 0 four burners on high heat 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 Miscellaneous Equipment -3305 -722 100 100 -3305 -722 Total 0 0 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential"&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 Pa a 28 Detailed Room Loads - Room 5 - Fo er (Average Load Procedure General. _ - - ---- - — Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.5 ft. System Number: 1 Room Width: 21.0 ft. Zone Number: 1 Area: 157.5 sq.ft. Supply Air: 30 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 1,418 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 Descri tion__ ... ._ . _ Quantity. Value HTM u-Loss HTM Gain _- Gain S-Wall-12D-Obw 7.5 X 9 30.4 0.086 5.2 157 0.4 0 13 S-Door-11 D 3 X 6.7 20.1 0.390 23.4 470 7.4 0 149 S-GIs-2A-w-o shgc-0.35 100%S(2) 17 0.350 21.0 358 9.5 0 162 Floor-19A-19p 21 X 7.5 157.5 0.049 2.3 363 0.3 0 48 Subtotals for Structure: 1,348 0 372 Infil.:Win.:2.9, Sum.: 1.1 68 2.844 192 0.148 23 10 Ductwork: 202 19 AED Excursion: 8 Room Totals: 1,742 23 409 E ui ment Cooling-Loads _ - Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load EltemName-----_-_-..'_. ,: Btuh __Btuh -Output.°.._._.__ . er.Hour.-__- Btuh` ___ . Btuh Cooking range with hood- 0 0 100 100 0 0 four burners on high heat 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 Miscellaneous Equipment_ -3305 -722 100 __ 1.00 -3305 _ -722 Total 0 0 D:\Condon Engineering\HERS\O'Sullivan NFWW MAO'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite•Software Development,Inc. Condon Engineering 7 " Condon Residence Mattituck NY 11952 Pa e 29 Detailed Room Loads - Room 6 - Master Suite Average Load Procedure General -- - -- - -- - - - - - -- - - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 13.5 ft. System Number: 1 Room Width: 16.0 ft. Zone Number: 1 Area: 216.0 sq.ft. Supply Air: 122 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 1,944 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.: 9 CFM Actual Summer Infil.: 4 CFM Item Area' -U- Htg Seh'- Clg Lat Sen -Description--____ __. _ _ _--Quantity, _ _.Value ._._HTM -_.-,,_Loss,. HTM _ _ Gain Gain. S-Wall-12D-Obw 16 X 9 114.3 0.086 5.2 590 0.4 0 49 E-Wall-12D-Obw 8 X 9 42 0.086 5.2 217 0.4 0 18 E-Door-11 D 2.5 X 6.7 16.8 0.390 23.4 392 7.4 0 124 S-GIs-2A-w-o shgc-0.35 100%S(2) 29.7 0.350 21.0 624 9.5 0 282 E-GIs-2A-w-o shgc-0.35 0%S 13.2 0.350 21.0 278 35.7 0 473 UP-Ceil-1613-30 4 X 8 32 0.032 1.9 61 1.4 0 44 Floor-19A-19p 16 X 13.5 216 0.049 2.3 498 0.3 0 66 Subtotals for Structure: 2,660 0 1,056 Infil.:Win.:9.3, Sum.: 3.7 216 2.847 615 0.148 75 32 Ductwork: 431 77 AED Excursion: 32 People:200[at/per,230 sen/per: 2 400 460 Room Totals: 3,706 475 1,657 E ui ment-Coolin _Loads Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load Item_Name_,,._____. -.._Btuh.a_„ ._ .Btuh___._ ._ _. Output, .-, -- er.Hour_ ..__:...,-__,_-Btuh . . ....:_Btuh_ Cooking range with hood- 0 0 100 100 0 0 four burners on high heat Toaster 3532 392 100 10 353 39 Dishwasher 4096 1433 100 25 1024 358 Microwave 4949 1732 75 25 928 325 Refngerator or freezer- 16 1000 0 100 100 1000 0 cubic feet Miscellaneous Equipment _ _ -3305_ _ _-_ -722 _ 100 100- -3305_ --722 Total 0 0 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering ' Condon Residence Maftituck NY 11952 Page 30 Detailed Room Loads - Room 7 - Walk In Closet (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.0 ft. System Number: 1 Room Width: 6.0 ft. Zone Number: 1 Area: 48.0 sq.ft. Supply Air: 7 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.0 AC/hr Volume: 432 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen ` Cig Lat Sen. Descri ption _._ __r _---Quantity---- Value_______HTM_ __Loss___ HTM__. ---'Gain-- __Gain S-Wall-12D-Obw 6 X 9 54 0.086 5.2 279 0.4 0 23 E-Wall-12D-Obw 8 X 9 72 0.086 5.2 372 0.4 0 31 Floor-19A-19p 6 X 8 48 0.049 2.3 111 0.3 0 15 Subtotals for Structure: 762 0 69 Infil.:Win.: 5.4, Sum.: 2.1 126 2.849 359 0.151 44 19 Ductwork: 147 4 AED Excursion: 2 Room Totals: 1,268 44 94 Equipment-Cooling Loads Continuous Continuous Output Output .Average Percent Sensible Latent Sensible Latent In-Use Used Load Load Item Name__ _ _ _ ___ _Btuh . .__ . ___Btuh_ _ Out ut , er Hour _ __Btuh____ __ Btuh_ Cooking range with hood - 0 0 100 100 0 0 four burners on high heat 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 Miscellaneous Equipment -3305 _ -722 100 100 -3305 -722 Total 0 0 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 ¢ Page 31 Detailed Room Loads - Room 8 - Master Bath /PR (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 8.5 ft. System Number: 1 Room Width: 22.0 ft. Zone Number: 1 Area: 187.0 sq.ft. Supply Air: 65 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.3 AC/hr Volume: 1,683 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.: 3 CFM Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description __ Quantity Value_ HTM Loss HTM Gain Gain E-Wall-12D-Obw 8.5 X 9 56.5 0.086 5.2 292 0.4 0 24 E-GIs-2A-w-o shgc-0.35 0%S 20 0.350 21.0 420 35.7 0 713 UP-Ceil-1613-30 2 X 8.5 17 0.032 1.9 33 1.4 0 23 Floor-19A-19p 22 X 8.5 187 0.049 2.3 431 0.3 0 57 Subtotals for Structure: 1,176 0 817 Infil.:Win.:3.3, Sum.: 1.3 77 2.850 218 0.144 27 11 Ductwork: 183 41 AED Excursion: 17 Room Totals: 1,577 27 886 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 Cooking range with hood - 0 0 100 100 0 0 four burners on high heat 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 Miscellaneous Equipment _ -3305 -722 100 100 -3305 -722 Total 0 0 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 Pa a 32. Detailed Room Loads - Room 9 - Bedroom West (Average Load Procedure General-.._ _..__....__._..__°____ Calculation Mode: Htg. &Gig. Occurrences: 1 Room Length: 22.0 ft. System Number: 2 Room Width: 14.0 ft. Zone Number: 1 Area: 308.0 sq.ft. Supply Air: 297 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.2 AC/hr Volume: 2,464 cu.ft. Req.Vent. Cig: 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.: 23 CFM Actual Summer Infil.: 21 CFM Item Area -U- Htg Sen Clg Lat Sen Description . _Quanti Value _ _HTM Loss HTM Gain Gain N-Wall-12D-Obw 14 X 8 112 0.086 5.2 578 0.4 0 48 W-Wall-12D-Obw 26 X 8 194.5 0.086 5.2 1,004 0.4 0 84 S-Wall-12D-Obw 11 X 8 68.8 0.086 5.2 355 0.4 0 30 E-Wall-12D-Obw 1.5 X 8 12 0.086 5.2 62 0.4 0 5 W-GIs-2A-w-o shgc-0.35 0%S 13.5 0.350 210 284 35.7 0 482 S-GIs-2A-w-o shgc-0.35 0%S 19.2 0.350 21.0 403 18.0 0 345 UP-Ceil-166-30 22 X 14 308 0.032 1.9 591 1.4 0 424 Subtotals for Structure: 3,277 0 1,418 Infil.:Win.:22.5, Sum.: 20.8 420 3.533 1,484 0.436 426 183 Ductwork: 1,492 734 AED Excursion: 35 People:200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 722 Room Totals: 6,253 826 3,551 Equipment-CoolinLoads- Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load Item Name _ _Btuh_ _Btuh Output, - per-Hour _Btuh Btuh Desk radio or clock radio 52 0 75 100 39 0 Color television 683 0 100 100 683 0 Total 722 0 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 Page 33 Detailed Room Loads - Room 10 - Bedroom East (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 22.0 ft. System Number: 2 Room Width: 14.0 ft. Zone Number: 1 Area: 308.0 sq.ft. Supply Air: 297 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 7.2 AC/hr Volume: 2,464 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.: 23 CFM Actual Summer Infil.: 21 CFM Item Area -U Htg Sen ' Clg Lat Sen -Description _ _ -Quantity Value_ HTM Loss , HTM__ Gain. Gain N-Wall-12D-Obw 14 X 8 112 0.086 5.2 578 0.4 0 48 E-Wall-12D-Obw 26 X 8 194.5 0.086 5.2 1,004 0.4 0 84 S-Wall-12D-Obw 11 X 8 68.8 0.086 5.2 355 0.4 0 30 W-Wall-12D-Obw 1.5 X 8 12 0.086 5.2 62 0.4 0 5 E-GIs-2A-w-o shgc-0.35 0%S 13.5 0.350 21.0 284 35.7 0 482 S-GIs-2A-w-o shgc-0.35 0%S 19.2 0.350 21.0 403 18.0 0 345 UP-Ceil-16B-30 22 X 14 308 0.032 1.9 591 1.4 0 424 Subtotals for Structure: 3,277 0 1,418 Infil.:Win.:22.5, Sum.: 20.8 420 3.533 1,484 0.436 426 183 Ductwork: 1,492 734 AED Excursion: 35 People:200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 722 Room Totals: 6,253 826 3,551 I.E ui ment Cooling_Loads Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load EltemName _..__Btuh_ —_'.— Btuh Output - per Hour -Btuh--_ . _ Btuh_ Desk radio or clock radio 52 0 75 100 39 0 Color television 683 0 100 100 683 0 Total 722 0 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering 7 ` Condon Residence Mattituck NY 11952 Page 34 Detailed Room Loads - Room 11 - Bath Average Load Procedure General - - - Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.0 ft. System Number: 2 Room Width: 7.5 ft. Zone Number: 1 Area: 90.0 sq.ft. Supply Air: 35 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 720 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 10 CFM Actual Summer Infil.: 9 CFM Item Area -U- Htg Sen Clg Lat Sen Description _ _ _ Quantity Value _HTM Loss HTM_ __Gain Gain N-Wall-12D-Obw 7.5 X 8 55.5 0.086 5.2 286 0.4 0 24 E-Wall-12D-Obw 8 X 8 64 0.086 5.2 330 0.4 0 28 W-Wall-12D-Obw 8 X 8 64 0.086 5.2 330 0.4 0 28 N-GIs-2A-w-o shgc-0.35 100%S 4.5 0.350 21.0 95 9.6 0 43 UP-Ceil-1613-30 12 X 7.5 90 0.032 1.9 173 1.4 0 124 Subtotals for Structure: 1,214 0 247 Infil.:Win.: 10.1, Sum.: 9.3 188 3.532 664 0.436 191 82 Ductwork: 588 87 AED Excursion: 4 Room Totals: 2,466 191 420 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 Desk radio or clock radio 52 0 75 100 39 0 Color television 683 0 100 100 683 0 Miscellaneous Equipment -722 _ _0 _ 100 100 _ -722 _ 0 Total 0 0 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite.Software Development,Inc. Condon Engineering0 Condon Residence Mattituck NY 11952 - Page 35 Detailed Room Loads - Room 12 - Hall Average Load Procedure General____ ._:.__'. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 2 Room Width: 21.0 ft. Zone Number: 1 Area: 210.0 sq.ft. Supply Air: 71 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.5 AC/hr Volume: 1,680 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 0 CFM Percent of Supply.: 0 % Actual Summer Vent.: 0 CFM Percent of Supply: 0 % Actual Winter Infil.: 5 CFM Actual Summer Infil.: 5 CFM Item Area -U- Htg Sen Clg Lat Sen Description _ _ Quanti Value HTM Loss HTM- Gain Gain S-Wall-12D-Obw 12 X 8 79.2 0.086 5.2 409 0.4 0 34 S-GIs-2A-w-o shgc-0.35 0%S 16.8 0.350 21.0 352 18.0 0 301 UP-Ceil-1613-30 10 X 21 210 0.032 1.9 403 1.4 0 289 Subtotals for Structure: 1,164 0 624 Infil.:Win.: 5.2, Sum.:4.8 96 3.531 339 0.438 97 42 Ductwork: 471 176 AED Excursion: 8 Room Totals: 1,974 97 850 Continuous Continuous Output Output Average Percent Sensible Latent Sensible Latent In-Use Used Load Load Item Name ._ _ .__ Btuh __ Btuh_ Output, per Hour _Btuh___ Desk radio or clock radio 52 0 75 100 39 0 Color television 683 0 100 100 683 0 Miscellaneous Equipment_ _ _ _ =722 - -0 100_ _ _ 100 -722 -- 0_ Total 0 0 D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Condon Residence Mattituck NY 11952 r Pa a 36 System 1 Room Load Summar Htg Min Run Run . Clg Clg Min Act Room Area Sens Htg Duct Duct Sens Lat Clg -Sys No Name SF Btuh------CEM :___-_SizeV_el-_-_.._-Btuh-- Btuh__. .C.FM_.__ -CFM- ---Zone 1--- 1 Mud Room 70 2,266 31 3 - 451 53 21 33 2 Great Room 284 4,724 64 5,5,5 - 3,619 508 165 267 3 Kitchen 256 2,625 36 7,7 - 4,443 1,183 202 328 4 Dining 234 5,045 69 5,5 - 2,681 899 122 198 5 Foyer 158 1,742 24 3 - 409 23 19 30 6 Master Suite 216 3,706 50 4,4 - 1,657 475 76 122 7 Walk In Closet 48 1,268 17 3 - 94 44 4 7 8 Master Bath/PR 187 1,577 21 4,2 - 886 27 40 65 Humidification 1,043 Duct Latent 217 Return Duct 261 0 141 System 1 total 1,452 24,259 312 14,240 3 570 649 1,050 System 1 Main Trunk Size: 11x16 in. Velocity: 859 ft./min Loss per 100 ft.: 0.082 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. Coohn S stem_S.umma. ___.w____ Cooling Sensible/Latent Sensible Latent Total -- ._T_ons-.---_._-------_,S lit --- __- _-_.-- -Btuh--- � Btuh _ _. -Btuh_ Net Required: 1.48 80%/20% 14,240 3,570 17,811 Recommended: 1.58 75%/25% 14,240 4,747 18,987 Actual: 3.00 75%/25% 27,000 9,000 36,000 Equipment Data Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: ECO 110 24ANB736C*031* Indoor Model: FV4CNF002L Brand: WEIL-MCLAIN CARRIER Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 16 SEER Sound: 0 0 Capacity: 101,000 Btuh 36,000 Btuh Adjusted Capacity: n/a 18,000 Btuh Sensible Capacity: n/a 27,000 Btuh Adjusted Sensible Capacity: n/a 13,860 Btuh Latent Capacity: n/a 9,000 Btuh Adjusted Latent Capacity: n/a 4,140 Btuh AHRI Reference No.: n/a 9379774 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB:83F, SOWB: 71 F,WODB: 10F, SIDB:75F, SIRH: 50%,WIDB: 70F, Sen.gain: 14,240 Btuh, Lat.gain: 3,570 Btuh, Sen. loss: 24,259 Btuh, Entering clg. coil DB: 75F, Entering clg. coil WB.62.5F, Entering htg.coil DB: 69.8F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req.clg. airflow: 649 CFM, Req. htg.airflow: 312 CFM D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM Rhvac-Residential&Light Commercial.HVAC•Loads Elite•Software'Development,Inca Condon Engineering Condon Residence Mattituck NY 11952 Page 37 S stem 2 Room Load Summar Htg Min Run, Run Clg Clg : Min Act Room Area' 9 -Sens Htg Duct Duct Sens Lat Clg . Sys. . ­No _. SF._: _ Btuh_..__. ._-CF_M._ _. . Size . - _ Vel_ .. Btuh Btuh . CFM CFM ---Zone 1--- 9 Bedroom West 308 6,253 84 6,6 - 3,551 826 162 297 10 Bedroom East 308 6,253 84 6,6 - 3,551 826 162 297 11 Bath 90 2,466 33 3 - 420 191 19 35 12 Hall 210 1,974 26 4 - 850 97 39 71 Humidification 460 Duct Latent 182 Return Duct 1,242 1,116 360 System 2 total 916 18,648 227 9,489 2,482 382 700 System 2 Main Trunk Size: 10x14 in. Velocity: 718 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. Cooling System Summary ; Cooling Sensible/Latent Sensible '-Latent °° Total `. Tons... _-._. Split =.e_1Btuh..° .. . Btuh' -- Btuh- Net Required: 1.00 79%/21% 9,489 2,482 11,971 Recommended: 1.05 75%/25% 9,489 3,163 12,651 Actual: 2.00 75%/25% 18,000 6,000 24,000 E ui ment.Data____.:.___,.. Heating System Cooling System Type: Natural Gas Boiler Standard Air Conditioner Model: ECO 110 24ANB724C*031* Indoor Model: FV4CNF002L Brand: WEIL-MCLAIN CARRIER Description: Natural Gas or Propane Boiler Efficiency: 95 AFUE 16.5 SEER Sound: 0 0 Capacity: 101,000 Btuh 24,000 Btuh Adjusted Capacity: n/a 18,000 Btuh Sensible Capacity: n/a 18,000 Btuh Adjusted Sensible Capacity: n/a 13,860 Btuh Latent Capacity: n/a 6,000 Btuh Adjusted Latent Capacity: n/a 4,140 Btuh AHRI Reference No.: n/a 9394640 This,system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71F,WODB: 10F,SIDB: 75F, SIRH: 50%,WIDB: 70F, Sen.gain: 9,489 Btuh, Lat. gain:2,482 Btuh, Sen. loss: 18,648 Btuh, Entering clg. coil DB: 75F, Entering clg.coil WB: 62.5F, Entering htg. coil DB: 68AF, Clg. coil TD:20F, Htg. coil TD: 70F, Req.clg. airflow: 382 CFM, Req. htg.airflow: 227 CFM D:\Condon Engineering\HERS\O'Sullivan NFWW MJ\O'Sullivan South.rh9 Friday, February 02, 2018, 12:32 PM R.ARO D AS NOTED Must provide Manuals DATE.P.# 7X D,J and S as per FEE: B)':.- NYS Energy Code NOTIFY BUILDIiiNG DE."Ai:'TtA AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPE:CVONS: Blower door 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE and ductwork 2. ROUGH - FRA"'. PLUMBING testing required. 3. INSULAT: 4. FINAL - 4 MUST BE COM; ALL CONST. SHALL MEET THE All exterior lighting REQUIREMEP,;1-1 C:":THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR Fire separation d shall conform replaced or repaired repaireed DESIGN OR CONSTRUCTION ERRORS. required as per to Chapter 172 NYS Code of the Town Code COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF A1--,UMBER 6ERT-1F1C-ATION _dhf t,E-AD-Q'�ONTENT BEFORE CERTtFlCATE OF OSS!lF'lur;;Y RD SOLDER USED /IV Will TC f-: ES ,-'OOPL'Y S,YSTEMI CANNO 1 E- 0210 OF 1% LEAD. OCCUPANCY OR c, -A LLINE WASTE WATER LINES NEED TESTING BEFORE COVERfll- USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ELECTRICAL INSPECTION REQUIRED DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill 6R Provide Engineer's Certification that the drainage has been installed to Code. TRUSS PLACARDING REQUIRED DO NOT-PROCEEP WITH ,FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. BUILDING PLAN REVIEW NOTE S 67045'00" E 100.00' 7 THE TOWN BUILDING PLANS EXAMINER HAS REVIEWED �x SEE NOTE R1003.9 FOR z THE ENCLOSED DOCUMENT FOR MINIMUM 04 CQ CHIMNEY HEIGHT N ACCEPTABLE PLAN SUBMITTAL REQUIREMENTS OF THE I ARCHITECTURE TOWN AS SPECIFIED IN THE BUILDING AND/OR Q & CONTINUOUS RIDGE RESIDENTIAL CODE OF THE STATE OF NEW YORK. CONSULTING VENT (TYPICAL) THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS GUARANTEED � VINCENTLUCARELLIA.I.A. _ _ 22" DIAMETER 12 UNDER THE SEAL AND SIGNATURE OF THE STATE OF o — — — — — — — — — � 9 KIRKLAND DRIVE 12" FLYING 12 - ASPHALT ROOFING = DECORATIVE_ �? GREENLAWN,N.Y. 11740 GABLE 10 _OVER 30# FELT ON- FYPON 10- NENJ YORK LICENSED DESIGN PROFESSIONAL OF 220• 6" TRIM RECORD. THAT SEAL AND SIGNATURE HAS BEEN I LOT AREA = I 631-567-1307 1/2 CDx PLYWOOD -BOARD — INTERPRETED AS AN ATTESTATION THAT, TO THE BEST ///TED 15,548 SQ.FT. ( o DETTACHED o ( Q0 OF THE LICENSEES BELIEF AND INFORMATION, THE I /FRAME' GARAGE/.,.`GAR. E WORK IN THE DOCUMENT IS: F ��. - ACCURATE, SIDE � 12' 2' 22.0 BI Dr ILCO DOORS INIMUM - CONFORMS WITH GOVERNING CODES APPLICABLE AT M5 / SETBACYARK Q �O, ® ~ ` � THE TIME OF SUBMISSION, - CONFORMS WITH REASONABLE STANDARDS OF 41.0' ju 8" FRIEZE 0 = Lail Lai BOARD .I PRACTICE AND WITH VIEW TO THE SAFEGUARDING '.,•,:••,.,",,'.�•:. �>�.�>` � �` 631-567-1307 DO z I I �•`0 _ OF LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE, MINIMUM 12 12 °i - IS THE RESPONSIBILITY OF THE LICENSEE. (SIDE YARD PROPOSED 1 1/2 ( 1165 BROADWAY AVE. 4 N SETBACK AND SECOND: co _LIGHT AS PER �4 W I PROPOSED FIRST TTDWELLINGME HOLBROOK, N.Y. 11741 ISTORY ADDITION -CODE: E3903.3= o I / � TTRIFARO@DTTDESIGNS.COM Lo z.o UNITS o REVISION cd 12" a Lo CQ35.0' I 2 iiii00 ui -. .: 49.0 I LD o W o = NEW I CD W PROPOSED Z m z COVERED PORCH (n VINYL E3903.3 ADDITIONAL LOCATIONS. AT LEAST ONE �x w O J SIDING W O O V PROPOSED FIRST Q + o ALL-SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE ,_.a ® FLOOR ADDITION p � INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIORw ( PROPOSED SECOND z V Of ® FLOOR ADDITION O O SIDE OF EACH OUTDOOR EGRESS DOOR HAVING GRADE 100.0' PROPOSED DECK/ a w o z� 31 LEVEL ACCESS, INCLUDING OUTDOOR EGRESS DOORS O COVERED PORCH z O FOR ATTACHED GARAGES AND DETACHED GARAGES N 6 °52�20�`'.. -.�_ O� J WITH ELECTRICAL POWER. w m 0 cnZ 8" PERMA CAST CULTURED STONE 93.39W Q COLUMN AS PER OWNER R1003.9 TERMINATION. CHIMNEYS SHALL EXTEND AT N 7101350" W o w w L — I LEAST 2 FEET HIGHER THAN ANY PORTION OF A ,L,E 7.30' T 8"x36" DEEP I BUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS TERRY CQURT o N POURED CONCRETE THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE z TRENCH FOOTING CHIMNEY PASSES THROUGH THE ROOF. IPIL(:3r,]F PLAN 1 if = 20'-0" DATE 8 X16_POURED CONCRETE CooTIIVG C C C C C C C C C C C C C C R311 .7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED 9/5/2017 ~ - - - - - - - - - - - - - - - - - - - - - - - - - — ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN FRONT ELEVATION 1/4" = 1 '-O" OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. SCALE AS NOTED R312.1.3 GUARD OPENING LIMITATIONS. SITE DATA DRAWN BY REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, SETBACK: MINIMUM PROPOSED S.D. RAISED FLOOR AREAS, BALCONIES AND PORCHES LOT AREA: 15,548 SQ.FT. REQUIRED CHECKED BY SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL FRONT YARD: 3 5.0 FT. 36.2 FT. CLOSURES THAT DO NOT ALLOW PASSAGE OF A BUILDING HEIGHT: SIDE YARD: 10.0 FT. 14.0 FT. V.L. SEE NOTE R1003.9 FOR MAXIMUM = 3 5.0 FT. SPHERE 4 3/8 INCHES OR MORE IN DIAMETER. CHIMNEY HEIGHT PROPOSED = 2 6.0 FT. REAR YARD: 3 5.0 FT. 69.3 FT. PROJECT NAME ASPHALT ROOFING OVER 30# FELT ON 12 4IR312.1.3 THE TRIANGULAR OPENINGS FORMED BY THE 1/2" CDx PLYWOOD / CONTINUOUS RIDGE VENT (TYPICAL) RISER, TREAD AND BOTTOM RAIL OF A GUARD AT THE SITE DATA LOT AREA: 15,548 SQ.FT. OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW PASSAGE PROPOSED FLOOR AREAS: ACCESSORY STRUCTURES: ° OF A SPHERE 6 INCHES IN DIAMETER. PROPOSED FIRST FLOOR = 1 ,465 SQ.FT. SHED = 0 SO.FT. o PROPOSED SECOND FLOOR = 765 SQ.FT. DETACHED GARAGE = 485 SQ.FT. � � 30" DIAMETER PROPOSED COVERED PORCH = 405 SQ.FT. I T LINE OF CEILING — DECORATIVE APPENDIX J EXISTING BUILDINGS AND STRUCTURES PROPOSED TOTAL = 2,635 SQ.FT. Q� O 1 — _ _ _ FYPON APPENDIX J CONTAINS THE PROVISIONS FOR THE F—I REPAIR, RENOVATION, ALTERATION AND TOTAL FLOOR AREAS: p PROPOSED TOTAL + ACCESSORY STRUCTURES = M1--I r--1 12" 12 RECONSTRUCTION OF EXISTING BUILDINGS AND 2,635 SQ.FT. + 485 SQ.FT. = 3,120 SQ.FT. 12 STRUCTURES THAT ARE WITHIN THE SCOPE OF THIS 10 �..� [--� • vINW CODE. TO ACCOMPLISH THIS OBJECTIVE AND TO MAKE LOT COVERAGE. 8 BOARD SIDING THE REHABILITATION PROCESS MORE AVAILABLE, PERCENT OF LOT COVERAGE = 2,355 SQ.FT. / 15,548 SQ.FT. = 0.1514 = 15.14% O 129 THIS APPENDIX ALLOWS FOR A CONTROLLED FLOOR AREA RATIO [� 12 DEPARTURE FROM FULL CODE COMPLIANCE WITHOUT TOTALS OF ALL STRUCTURES / SQUARE FOOTAGE OF LOT = O O 4COMPROMISING MINIMUM LIFE SAFETY, FIRE SAFETY, 3,120 SQ.FT. / 15,548 SQ.FT. = 0.2006 = 20.06% _ STRUCTURAL AND ENVIRONMENTAL FEATURES OF THE TOTALS OF ALL STRUCTURES (FIRST FLOOR, SECOND FLOOR, (� REHABILITATED EXISTING BUILDING OR STRUCTURE. DETACHED GARAGES, SHEDS AND COVERED PORCHES) NOTE: ALL STRUCTURAL DRAWINGS ARE PREPARED IN ACCORDANCE WITH THE 2015 12" SEE SECTION AJ501 ALTERATIONS. INTERNATIONAL RESIDENTIAL CODE WITH THE NEW YORK STATE 2016 UNIFORM CODE 12" SUPPLEMENT & 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE & THE 2015 WFCM. SEAL 201 > > ED A ,33 NEW — WINDOW SCHEDULE — ���C«� a �� �C,� VINYL WINDOWS SPECIFICATIONS D 8" PERMA CAST NO. TYPE R.O. W x H UNIT DIM. W X H UNOBSTR. GLASS W X H MEETS EGRESS HARDWARE REMARKS -A SIDING 114 ANDERSEN 20310 2'-2 1/8" X 4'-1 1 4 2 -1 5 8 X 4'-0 7/8" 20 771'6 X 19 15 16 NO - m COLUMN 115 ANDERSEN 24310 2'-6 1/8" X 4'-1 1/4" 2'-5 5/8" X 4'-0 7/8" 24 7/16" X 19 15/16" NO - JAN - 2 019 117 ANDERSEN 30310 3'-2 1/8" X 4'-1 1/4" 3'-1 5/8" X 4'-0 7/8" 32 7/16" X 19 15/16" NO - ejy9�o 118 ANDERSEN 34310 3'-6 1/8" X 4'-1 1/4" 3'-5 5/8" X 4'-0 7/81, 36 7/16 11 X 19 15/161, NO - T•� Tr ..A_'r 028296 4 129 ANDERSEN 3046 3'-2 1/8" X 4'-9 1/4" 3'-1 5/8" X 4'-8 7/8" 32 7/16" X 23 15/16" YES NOTE R310.1.4 -� - _ - - _ - - _ - - _ - 133 ANDERSEN 2452 2'-6 1 8" X 5'-5 1 4" 2'-5 5 8" X 5'-4 7 8" 24 7/16" X 27 15/16" NO - YOv�OF 0.� F OF NES 135 ANDERSEN 3052 3'-2 1/8" X 5'-5 1/4" 3'-1 5/8" X 5'-4 7/8 32 7/16" X 27 15/16" YES NOTE R310.1.4 z 8" PERMA CAST 201 ANDERSEN DHP30310 3'-2 1/8" X 4'-1 1/4" 3'-1 5/8" X 4'-0 7/8" 32 11/16" X 41 5/16" - - 1 ' dI� g I CULTURED STONE I I 8"X36" DEEP POURED I ( 524 ANDERSEN A31 3'-0 1 2"X2'-0 5 8" 2'-11 15 16'X2'-0 1 8' 31 1 8"X19 3 4" - - AS PER OWNER ( COLUMN I I I I CONCRETE CHEEK WALL ( 541 ANDERSEN AX251 2'-4 7/8"X2'-8" 2'-4 3/8"X2'-7 1 2" 1 23 9/16"X27 1/8',l SHEET TITLE CD — DOOR SCHEDULE — ELEVTIONS 8"x36" DEEP _ I POURED CONCRETE I I I I I I DOORS SPECIFICATIONS NO. TYPE R.0. W x H UNIT DIM. W X H U.L. RATING HARDWARE GLAZING REMARKS i TRENCH FOOTING I I I I I 007 AS PER OWNER 26" X 81 1 /2" 24" X 80" - _ _ SITE DATA 010 AS PER OWNER 32" X 81 1/2" 30" X 80" - - - 3068 EXTERIOR 36" X 80" - - - JOB NUMBER - - - - _ _ — - - - - - - 8" C16'=P GRED —C 0 TCR—ET E�FOOTI�NG - - - - - - - - - - - I] RIGI�T ELEVATION 1/4" = 1 •-0" 2013-10 SHEET NUMBER 1 OF 7 RAFTERS AS NAILING SCHEDULE PER PLANS FROM WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION, WITH 140 MPH HIGH WIND DESIGN SUPPLEMENTS (APPLIES TO 130 MPH AS WELL) ASPHALT ROOFING JOINT DESCRIPTION REFERENCE NUMBER OF FNUMBER, OF NAIL OVER 30# FELT ON 1/2" CDX PLYWOOD TABLE COMMON NAILS NALS SPACING ROOF FRAMING 2"X6" FASCIA RAFTER TO TOP PLATE TABLE 3.4A 3-8d 3-10d PER RAFTER ARCHITECTURE BOARD CEILING JOIST TO TOP TABLE 3.4A 3-8d 3-10d PER JOIST & R1003.9 TERMINATION. CHIMNEYS SHALL EXTEND AT 2"X6" CLG. PLATE (TOE NAILED) CONSULTING LEAST 2 FEET HIGHER THAN ANY PORTION OF A JOISTS ©16" O.C. CEILING JOIST TO TABLE 3-9A 11-16d _ 11-40d EACH LAP VINCENT LUCARELLI A.I.A. BUILDING WITHIN 10 FEET, BUT SHALL NOT BE- PARALLEL RAFTER (FACE-NAILED) CONTINUOUS RIDGE- 7� LESS THAN 3 FEET ABOVE THE HIGHEST POINT— SOIFFIT VENT SIMPSON H-8 HURRICANE CEILING JOIST LAPS TABLE 3-9A 11-16d 11-40d EACH LAP 9 KIRKLAND DRIVE VENT (TYPICAL)_ WHERE THE CHIMNEY PASSES THROUGH THE ROOF (TYPICAL) TIE © 16" O.C. HEADER OVER PARTITIONS GREENLAWN, N.Y. 11740 -12= -12 — To ROOF RAFTER COLLAR TIE TO TABLE 3-6A 3-8d 3-10d PER TIE (2)-2"X8" HEADER RAFTERS 631-567-1307 =10 10- 4"X4" A.C.Q. BLOCKING TO RAFTER 2-8d 2-10d EACH END PROVIDE POST CAP SIMPSON ASPHALT ROOFING POST TOE NAILED AC STYLE RIM BOARD TO RAFTER 2-16d 3-16d EACH END OVER 30# FELT ON BRICK END NAILED 1/2" CDX PLYWOOD 4" POURED WALL FRAMING �G. SIMPSON CBSQ44- CONCRETE SLAB 12 524 SD�S2 GALVANIZED ON 4" WELL TOP PLATE TO TOP PLATE 2-16d (1) 2-16d (1) PER FOOT O POST BASE TAMPE POROUS FILLTOP PLATES (FACE NAILED) Q' ( ACE NAILED)T INTERSECTIONS 4-16d 5-16d JOINTS - EACH SIDE STUD TO STUD FACE NAILED 2-16d 2-16d 24"O.C. O� 631-567-1307 SIDING HEADER TO HEADER (FACE NAILED) 16d 16d 16" O.0 ALONG EDGES •� EMBEDMENT TOP OR BOTTOM PLATE TABLE 3.5A 1-16d 1-16d PER STUD 8":X36" DEEP I .41165 BROADWAY AVE. 12 12 POURED CONCRETE TO STUD ( END NAILED) 4� 'LIGHT AS PER = _LIGHT AS PER _ �4 CHEEK WALL BOTTOM PLATE TO FLOOR JOISTHOLBROOK, N.Y. 11741 CODE: E3903.3_ CODE: E3903.3-_ BANDJOIST ENDJOIST OR BLOKING 2-16d (1,2) 2-16d (1,2) PER FOOT PORCH DETAIL N.T.S. (FACE NAILED) TTRIFARO@DTTDESIGNS.COM FLOOR FRAMING REVISION JOIST TO SILL, TOP PLATE 4-8d 4-10d EACH END 12 OR GIRDER (TOE NAILED) 2" 6" BRIDGING TO JOIST 2-8d 2-10d EACH JOIST ti ap (TOE NAILED) h = o BLOCKING TO JOIST 2-8d 2-10d EACH END Q N o 00 (TOE NAILED) 1 jj� 1111 117 I = o BLOCKING TO SILL OR 3-16d 4-16d EACH BLOCK 133 133 NEW i z TOP PLATE (TOE NAILED) (!) VILEDGER STRIP TO 3-16d 4-16d EACH JOIST p NYL SIDING + Jo BEAM(FACE NAILED) 0 cn ° JOIST ON LEDGER TO BEAM 3-8d 3-10d EACH END z O o (FACE NAILED) 0 0 0 BANDJOIST TO JOIST 3-16d 4-16d EACH END a Z Q ( END-NAILED) BANDJOIST TO SILL OR 2-16d(1) 3-16d PER FOOT U OU z SIMPSON H8 TOP PLATE (TOE NAILED) z z ® 0 0 m J O BILCO DOORS I I I JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL p Q w Q0 -10 ROOF SHEATHING TABLE COMMON NAILS BOX NAILS SPACING 0— p W 8"X36" DEEP I I I I ° STRUCTURAL PANELS TABLE 3.10 8d 10d 6" EDGE Z 04 POURED CONCRETE I I I o o RAFTERS OR TRUSSES SPACED UP 6" FIELD CHEEK WALL I I I °o ° TO 16" O.C. e e RAFTERS OR TRUSSES SPACED UP 8d 10d 4" EDGE DATE o ° ° TO 24" O.C. 4" FIELD GABLE END WALL RAKE OR RAKE 6" EDGE 9/5/2017 — — — TRUSS WITHOUT GABLE OVERHANG 8d 10d � _ � - - - - - - - - - - - - - - - 8"X16'POURED CONCRETE FOOTING - - _ _ _ � - - - - - - � — � 6" FIELD REAS ELEVATION 1/4-�' — 1 '-0" SIMPSON AC4 TGABLE END WALL RAKE RUSS WITH STRUCTURAL 8d RAKE gd 10d 6" EDGE SCALE OUTLOOKERS 6" FIELD AS NOTED GABLE END WALL RAKE OR RAKE 8d 10d 4" EDGE DRAWN BY SIMPSON TRUSS WITH LOOKOUT BLOCKS 4" FIELD C13SQ44-SDS2 S.D. CEILING SHEATHING 83102.9.2 SMOKE-DEVELOPED INDEX. WALL AND CEILING GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD CHECKED BY WALL SHEATHING CONTINUOUS RIDGE SEE NOTE R1003.9 FOR FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF STRUCTURAL PANELS STUDS SPACED TABLE 3.11 8d 10d 6" EDGES V.L. VENT (TYPICAL) CHIMNEY HEIGHT NOT GREATER THAN 450. UPTO 24" O.C. 12" INTERMEDIATE SUPPORTS (FIELD) PROJECT NAME ASPHALT ROOFING CONTINUOUS RIDGE 1/2" OR 25/32" FIBERBOARD PANELS 8d 10d 3" EDGE 6" FIELD OVER 30# FELT ON VENT (TYPICAL) R302.10.1 INSULATION. INSULATION MATERIALS, GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/1 " FIELD 1/2" CDX PLYWOOD INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR SHEATHING FLIOOR-CEILING ASSEMBLIES, ROOF-CEILING STRUCTURAL PANELS —12 ° ASSEMBLIES, WALL ASSEMBLIES, CRAWLSPACES AND 1" OR LESS 8d 10d 6"EDGE / 12" FIELD —10 ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO GREATER THAN 1" 10d 16d 6"EDGE 6' FIELD O EXCEED 25 WITH AN ACCOMPANYING SMOKE- f-4 t-- DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED NOTES: Q1 1. NAILING REQUIREMENTS ARE BASED UPON WALL SHEATHING NAILED 6" O.C. AT THE PANEL EDGE. IF WALL � � O IN ACCORDANCE WITH ASTM E 84 OR UL 723. " SHEAR CAPACITIES, NAILING 12" NEW 12SHEATHING IS NAILED 3" O.C. AT THE PANEL EDGE TO OBTAIN HIGHER REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR F--I VINYL PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. 1.4 SIDINGFIREBLOCKING. IN COMBUSTIBLE 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS 8" FRIEZE SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. W 129 BOARD CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS 16 GAGE STAPLES ARE PERMITTED, ACCORDING TO NYS NEW 12 DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE AND INTERNATIONAL BUILDING CODE. O VINYL �4 BARRIER BETWEEN STORIES, AND BETWEEN A TOP 4. ALSO SEE BRACED WALL/SHEAR WALL DETAILS AS INDICATED ON THE PLANS, WHERE REQUIRED. O 00 SIDING STORY AND THE ROOF SPACE. N 12" LIGHT AS PER R502.2.2 BLOCKING AND SUBFLOORING. BLOCKING 8502.1.2 END-JOINTED LUMBER. CODE: E3903.3 dl2" SHALL BE A MINIMUM OF UTILITY GRADE LUMBER. APPROVED END-JOINTED LUMBER IDENTIFIED BY A SUBFLOORING SHALL BE A MINIMUM OF UTILITY GRADE GRADE MARK CONFORMING TO 8501.1 MAY BE USED SEAL ® o 0 LUMBER OR NO. 4 COMMON GRADE BOARDS. INTERCHANGEABLY WITH SOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. ED AR ti FL C 135 135 I \C�� JO H N t 8" PERMA CAST + J WCC �'� CA COLUMN o — WINDOW SCHEDULE — 4 WINDOWS SPECIFICATIONS BILCO DOORS Z NO. TYPE R.0. W x H UNIT DIM. W X H UNOBSTR. GLASS W X H MEETS EGRESS HARDWARE REMARKS * 11 L2xcp42o 114 ANDERSEN 20310 2'-2 1/8" X 4'-1 1 4 2'-1 5 8 X 4'-0 748' 20 7/16 X 19 15/16" NO - � 115 ANDERSEN 24310 7-6-1/8" X 4'-1 1 4 2'-5 5/8" X 4'-0 7/8' 24 7/16" X 19 15 16 NO - 028296 �O _ _ _ _ 117 ANDERSEN 30310 3'-2 1/8" X 4'-1 1/4" 3'-1 5/8" X 4'-0 7/8" 32 7/16" X 19 15/16" NO - SOF NES 118 ANDERSEN 34310 3'-6 1/8" X 4'-1 1/4" 3'-5 5/8" X 4'-0 7/8 36 7/16" X 19 15/16" NO - 129 ANDERSEN 3046 3'-2 1/8" X 4'-9 1/4" 3'-1 5/8" X 4'-8 7/8" 32 7/16" X 23 15/16" 1 YES NOTE R310.1.4 g i I I I I I CULTURED STONE 133 ANDERSEN 2452 2'-6 1/8" X 5'-5 1/4" 2'-5 5/8" X 5'-4 7/8" 24 7/16" X 27 15/16" 1 NO - AS PER OWNER ( 135 ANDERSEN 3052 3'-2 1/8" X 5'-5 1/4" 3'-1 5/8" X 5'-4 7/8" 32 7/16" X 27 15/16" YES NOTE R310.1.4 SHEET TITLE 201 ANDERSEN DHP30310 3'-2 1/8" X 4'-1 1/4 3'-1 5/8" X 4'-0 7 8" 32 11 16" X 41 5/16" - - L-i —i L T — — — — — J 524 ANDERSEN A31 3'-0 1 2"X2'-0 5 8" 2'-11 15 16"X2'-0 1 8" 31 1/8"X19 3 4" 82'-4 - - E L EVT I O N S "X36" DEEP I I 541 ANDERSEN AX251 2 -4 3 8"X2'-7 23 1 8' - - POURED CONCRETE i I CHEEK WALL DOOR SCHEDULE — & NOTES DOORS SPECIFICATIONS NO. TYPE R.0. W x H UNIT DIM. W X H U.L. RATING HARDWARE GLAZING REMARKS JOB NUMBER — — — — — — — — — — — — — — — — — — — — — — —I — — — — — — — — — — — 007 AS PER OWNER 26" X 81 1/2" 24" X 80" - L 010 AS PER OWNER 32" X 81 1/2" 30" X 80" - - - L,EF T ELEVATION 1/4 = 19-019 3068 EXTERIOR 36" X 80" - - - 2013-10 SHEET NUMBER 2OF7 45'-0" 2'-0" 41 '-0" 2'-0" 4'-0" 12'-0" 9'-6" 6'-0" 6'-0" 3'-6" BILCO DOORS A-A 4OF6 ARCHITECTURE 7'-4" CONSULTING 35'-O" 1 4'X6' POST 13'-8" 7'-8" 13'-8" A-A i� ON SOLID VINCENT LUCARELLI A.I.A. BEARING 4"X4" 4'-10" 2'-10" 4 OF 6 1 1 POST 9 KIRKLAND DRIVE 6068 S IDER GREENLAWN, N.Y. 11740 631-567-1307 PROVIDE DRAIN PAN (2)-2"X12 HEADER ��UNDER WASHER " „ w`,DW ID003 . oREF 4X4 POST ON o LINE OF24VENT DRYER SOLID BEARING -owm w o WALL BELOW ( I - LL. o v .. : I o0 0 - 2„ 8” C.J. TO EXTERIOR I z L` o KITC EN Iiw „ II " I I _ I AS PER M1502.2 6'-8" J o: : Q 6'-6� J cv 16 -10 -' N I I o - o I I - _ o o I - I @ 16" O.C. 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I TTRIFARO@DTTDESIGNS.COM 4 X6 POST I N J LINE OF v K' O N N REVISION 0 L� O _ N 4"X4" WALL ABOVE Ln �"" �. .® N o y o : . o POST o 1 3'-6" ® J go , ( - I 10 010 010 oto L .<< 010 010 010 01 I _ I „t; o LIN. o Q' N N N O 010 - }.. x II 03 -6I IW00 PANTRY P TRY 7'-0' o 010 _=6 _ 6 �- - - LO 007 POWDER o I x r ATTIC x ^ I Q 2 -L"X 10 - _ MASTER D o N co N © 6 o I I D rn N 2 -2 'X 12' ROOM o ' 201 ACC ESS N dU O 3 -2 FLUSH EF BATH I I I 010 1 01 o I I c� HEADER 4'X6" POST ON x '- 0 EF co z 0 O v o O L R807 J z v SOLID BEARING i PADER N@ HALF 0 2"X " ( W - BEDROOM_® DN °0 ®_ w o I I I W O WALL III 1 I `o- NEW 2"X10" FLOOR N U) 135 JOISTS @ 16" O.C. DN 0h CLO. .I 129 '- 2"X12" RIDGE BEAM N @j 2"X12" RIDGE BEAM - 129 Q 2'-0" 5'-0 i 2 8 11 C.J. I N o _ 1 X BEDROOM X00 ° i p U p I 4"X4" POST ON ® 010 i @ 1 6" O.C. N N 00 d N - - - - - - - 01LL_ ca N I C� M ~ W 2 -2"X12" 114 00� wo w �`n oo a Z 1 I 4"X4 POST ON ® LINE OF I I O z z O O SOLID BEARING �� ( ) �2 - "X12" FLUSH HDR o I HEADER II = = I O Z M �r I SOLID BEARING BALCON ABOVE 2"X8" C J I _ CO 1 - 7' 0 1 010 N O m 3'-4 ' w o @ 16" x @ �P��� �, 1� © 1 N � W 4,>X6 ' POST ON W.I.C. (I N cn �, O. � cn I o I- N GREAT m SOL D BEARING In r II I oo ❑ w -�`� LINE OF �' �� LINE OF y N Cr 1 I cc O 0 o x ROOM o J w 2"X8 lI z Q v -IJ CD z o Fj z Q I QLL I II N _1 9-0"CEILING) w II-' o Q @ 16" 1 I r w CEI INGIN �� o O S CEILING C` w I a J ^� ( = 0 0 SII I I t� �- � = W — — � ,V O r N O co w I ❑ - _ .� ]OUBLE JOIST UNDER WALL ABOVE o o I STER o I ( ) 2X12 FLUSH EADE x @) cc @ ( ) 2 12 FLUSH HEADE NEW PRE-FABRICATED, WOOD BURNING z @ S ITE z N cn = -- --- - � FIREPLACE. PROVIDE 16" NON- 1 x I 2"X8' C.J. ° N 2"X8' C.J. +/- 78" HIGH I DATE COMBUSTIBLE HEARTH TO MEET N.Y.S. cn N +/- 78 HIGH I � L O CODE. (INSTALLATION MANUAL FOR THE O LO �_ w I KNEE WALL I 1 w O @ 16 ' O.C. w p 16 O.C. I w O I I KNEE WALL I 9/5/2017 FIREPLACE TO BE ON SITE FOR THE -, L 0 00 _ z z -� - 00 UP NEW STAIR (I z o 0o TO ACCOMODATE I I o I o w OPEN TO O w I o I TO ACCOMODATE BUILDING INSPECTOR.) I I - 1 & RAILING w w = I I RAFTER SPAN I � co X o BELOW N o X o 11 RAFTER SPAN I SCALE w SII 2"X6" R.R. �n _ I ( _ /- I - I I o 1 .2 11 () o FOYER mo o o o I I � @ I Nlw„ PLANT SHELF `VIS I @ l I I I II I AS NOTED x I @ 16" O.C. I a0 135 co NEW 2"X10" FLOOR l I `t I I o o x �� 00 00 1 1 = 7 -4 12'-0" 7' .4 1 1 I I 00 o O cn JOISTS @ 16" O.C. 0 CO 133 `� I I I N w I I N w 11 I DRAWN BY r I I LINE OF�'1 L _ - - - _ - - - - - O „ „ N I co I w L I 2"X8' R.R. 2"X8' R.R. I w 1 I WALL ABOVE I F .�, - - - - - 2X6 C.J. ,� z Q z Q O� I N I - �Lct� I @ 16 ' O.C. - —O= 16 O.C. I - J 1 i S.D. 6 @ 16" 0 C. 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Q i _ _ _ = oo d O /4SOLID POST NOGN 0 0 O V,_�, _ (I PROJECT NAME o I � - _ - co CD 00 o I = — - 1 1 ' +� x `° `° `fl 8" PERMA CAST `x° `x° Sio xx I 1 - - - N �, N © COVERED PORCH COLUMN N @j w @ N I III - A-A _ NN I 4 OF 6 III (2)-2"X8" HEADER (2)-2"X8_HEADER, (2)_2"X8" HEADER 2)-2"X8" HEADE (2)-2"X8" HEADER (2)-2"X8" HEADER (2)-2"X8" HEADE I - - I F-01 + „ Q H Q- -0" 7'-0" 6'-6 6'-6' 7'-0" 4'— 4'-0" 4'-0" 6'-0" 6'-O" 4'-0" 4 -0 1 5'-0" 2'-0" 35'-0" 6'-0" 2'-0" 3'-6" 8'-0" 12'-0" 8'-0" 3'-6" Z V O^ 45'-0" A-A 35'-0„ I--1 f•T� 1�, u e--I USE JOIST HANGERS 4 OF 6 USE JOIST HANGERS FIRST, FLOOR PLAN ON ALL CONNECTIONS 1/4�� = 1�-O�� SECOND FLOOR PLAN ON ALL CONNECTIONS 1/4" = 1 '-0" (AREA = 1 ,465 SQ.FT) (COVERED PORCH = 400 SQ.FT) (AREA = 765 SQ.FT) O N1104.1 LIGHTING EQUIPMENT(MANDATORY). NOT LESS R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR R507.1 EXTERIOR DECKS. 0 � � R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART O THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY HAVE AN AGGREGATE GLAZING AREA OF AT LEAST OF A BUILDING WALL ENCLOSING HOT TUBS, RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF WOOD-FRAMED DECKS SHALL BE IN ACCORDANCE QQ INSTALLED LIGHTING FIXTURES SHALL BE HIGH- FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. WITH THIS SECTION OR SECTION R301 FOR MATERIALS EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS OR N NATURAL VENTILATION SHALL BE THROUGH WINDOWS, SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE AND CONDITIONS NOT PRESCRIBED HEREIN. THE PERMANENTLY INSTALLED LIGHTING FIXTURES R1203.2 VENTILATION REQUIRED. WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR SKYLIGHTS DOORS LOUVERS OR OTHER APPROVED GLAZING IS LESS THAN 60 INCHES MEASURED SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES WALL, DECKS SHALL BE POSITIVELY ANCHORED TO THE OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO PRIMARY STRUCTURE AND DESIGNED FOR BOTH SHALL BE PROVIDED WITH READY ACCESS OR SHALL THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE VERTICAL AND LATERAL LOADS. OTHERWISE BE READILY CONTROLLABLE E THE R807.1 ATTIC ACCESS. CROSS VENTILATION FOR EACH SEPARATE SPACE BY SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY SEAL LEGEND BUILDING OCCUPANTS. THE OPENABR AREA TO THE IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF VENTILATING OPENINGS PROTECTED AGAINST THE THE USE OF TOENAILS OR NAILS SUBJECT TO OUTDOORS SHALL BE AT LEAST 4 PERCENT OF THE CONSTRUCTION,AN ATTIC ACCESS OPENING SHALL BE ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS �FZED A c SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. FLOOR AREA BEING VENTILATED. WITHDRAWAL. WHERE POSITIVE CONNECTION TO THE C y NOTE: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROVIDED TO ATTIC AREAS THAT EXCEED 30 SQUARE SHALL BE PROVIDED WITH CORROSION-RESISTANT PRIMARY BUILDING CANNOT BE VERIFIED DURING ��5 JOHN Uc /fix PROFESSIONAL JUDGMENT, THESE PLANS AND/OR FEET AND HAVE A VERTICAL HEIGHT OF 30 INCHES OR WIRE MESH, WITH 1/8 INCH MINIMUM TO 1/4 INCH <v n R303.7 INTERIOR STAIRWAY ILLUMINATION. INSPECTION, DECKS SHALL BE SELF-SUPPORTING. FOR w .a SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2016 - - - DOTTED LINE WALL DENOTE EXISTING WALLS TO BE GREATER. MAXIMUM OPENINGS. SUPPLEMENT To THE NEW YORK STATE ENERGY — — — DECKS WITH CANTILEVERED FRAMING MEMBERS REMOVED. ADEQUATE TEMPORARY BRACING SHALL INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN k '� CONSERVATION CONSTRUCTION CODE (E103.2.1). BE PROVIDED AT ALL TIMES ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE M1502.1 GENERAL. CLOTHES DRYERS SHALL BE R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS CONNECTIONS TO EXTERIOR WALLS OR OTHER LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE FRAMING MEMBERS SHALL BE DESIGNED AND EXHAUSTED IN ACCORDANCE WITH MANUFACTURER'S BEEN A HISTORY OF ICE FORMING ALONG THE EAVES N X28296 O SHADED WALL DENOTES PROPOSED WALLS. INTERIOR CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO CONSTRUCTED TO RESIST UPLIFT RESULTING FROM T y HEADER SCHEDULE WALLS TO BE 2"X4" WOOD STUDS AT 16" O.C. WITH INSTRUCTIONS. CAUSING ABACK-UP OF WATER AS DESIGNATED IN THE FULL LIVE LOAD SPECIFIED IN TABLE R-301.5 f OF NES 1/2" GYPSUM BOARD BOTH SIDES OR TO MATCH LEVELS NOT LESS THAN 1 FOOT CANDLES (11 LUX) AS TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED ACTING ON THE CANTILEVERED PORTION OF THE DECK. MEASURED AT THE CENTER OF TREADS AND LANDINGS. EXISTING ADJACENT WALL AS REQUIRED. EXTERIOR M1502.2 INDEPENDENT EXHAUST SYSTEMS. FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, ALL WOOD FRAMING INCLUDING JOISTS, DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT ( ) BEAMS, POSTS, STUDS, ETC. TO BE WALLS TO BE 2X4" WOOD STUDS AT 16" O.C. THERE SHALL BE A WALL SWITCH AT EACH FLOOR MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE N1008.1.2 R502.1.2 EXISTING PLUS ADDITION SHEET TITLE WITH R-15 BATT INSULATION OR MATCH EXIST. LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE OF ALL OTHER SYSTEMS AND SHALL CONVEY THE TYPE-SHINGLES, WOOD SHINGLES AND WOOD SHAKES. COMPLIANCE (SIMULATED PERFORMANCE DOUG. FIR OR BETTER. ADJACENT WALL AS REQUIRED. STAIRWAY HAS 6 OR MORE RISERS. MOISTURE TO THE OUTDOORS. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN ALTERNATIVE). WHERE NONCONDITIONED SPACE IS FLOOR NOMINAL LUMBER SIZE: SPANS: --- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE EXCEPTIONS: 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER, CHANGED TO CONDITIONED SPACE, THE ADDITION --- PROVIDED WITH DOUBLE FLOOR JOISTS AS SOLID 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, M1601 DRYER VENTS, HOSE BIBS, AND PIPES OR DUCTS OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN SHALL COMPLY WITH THE ANNUAL ENERGY COST OR PLANS (2) 2X6 UP TO 3'-11" BEARING BENEATH. CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS THAT PENETRATE AN EXTERIOR SURFACE MUST BE SHEET SHALL BE USED IN PLACE OF NORMAL UNDER- ENERGY USE OF THE ADDITION AND THE EXISTING PROVIDED. SEALED TO ALLOW NO AIR TO INFILTRATE THE PROJECT. LAYMENT AND EXTEND FROM THE LOWEST EDGES OF BUILDING, AND ANY ALTERATIONS THAT ARE PART OF (2)2X8 4'-0" TO 5'-11" ® SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 THE PROJECT, IS LESS THAN OR EQUAL TO THE JOB NUMBER AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND R303.8 EXTERIOR STAIRWAY ILLUMINATION. INCHES, INSIDE THE EXTERIOR WALL LINE OF ANNUAL ENERGY COST OF THE EXISTING BUILDING (2)2X10 6'-0" TO T-11 MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN THE BUILDING. WHEN MODELED IN ACCORDANCE WITH SECTION N1105. 2013-10 2015 INTERNATIONAL RESIDENTIAL CODE. R311.7.2 HEADROOM. THE MINIMUM HEADROOM IN (2) 2X12 8'-0" TO 10►'-0" ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP THE ADDITION AND ANY ALTERATIONS THAT ARE PART STAIRWAYS SHALL NOT BE LESS THAN 6 FEET 8 INCHES POSTS SHALL BE 4X4 (NOMINAL) CM CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS MEASURED VERTICALLY FROM THE SLOPED PLANE N1103.6 (R403.6) MECHANICAL VENTILATION OF THE PROJECT SHALL COMPLY WITH SECTION N1105 SHEET NUMBER * NOTE: ALL SIZES CALLED OUT ON ANY OF' O INSTALL A MINIMUM OF ONE CARBON MONOXIDE PROVIDING ACCESS TO A BASEMENT FROM THE (MANDATORY). THE BUILDING SHALL BE PROVIDED WITH IN ITS ENTIRETY. THE FOLLOWING DRAWINGS WILL ANY OF' EDE DETECTOR IN THE VICINITY OF SLEEPING AREAS OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ADJOINING THE 'TREAD NOSING OR FROM THE FLOOR VENTILATION THAT MEETS THE REQUIREMENTS OF THIS SCHEDULE. AT THE LOWEST LEVEL WITH SLEEPING AREAS. ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM SURFACE OF TH E LANDING OR PLATFORM ON THAT SECTION M1507 OF THIS CODE OR THE INTERNATIONAL PORTION OF THE STAIRWAY. 30F7 LANDING OF THE STAIRWAY. MECHANICAL CODE, AS APPLICABLE. 45-0" 2'-0" 7'-4" 5'-4" 12'-4" „ 6'-8" 8'-0" 2'-0" 4'-0" 7'-8" 4 _80�1 „ IF _ - - -1 I -A ARCHITECTURE .~ 4 0F6 & CONSULTING f i VINCENT LUCARELLI A.I.A. 00 8"X36" DEEP SIMPSON STHD14RJ 9 KIRKLAND DRIVE r SIMPSON STHD14RJ I I I I - POURED CONCRETE HOLDDOWN @ THIS HOLDDOWN @THIS I '. I 0j CHEEK WALL CORNER. SEE DETAIL R405.2.2 VAPOR RETARDER. GREENLAWN,N.Y. 11740 CORNER. SEE DETAIL I I 8"X16” POURED ON SHEET 6 OF 7 A 6-MIL-THICK(0.15 MM) POLYETHYLENE VAPOR 631-567-1307 ... '' ( RETARDER SHALL BE APPLIED OVER THE POROUS ON SHEET (6 OF 7) 7rX � - - - - - -CONCRET FOOTING - - - - - - - - - - LAYER WITH THE BASEMENT FLOOR CONSTRUCTED - - - �-- - - - - — — A. OVER THE POLYETHYLENE. "'K (3)-2"X12" 524 5/8" DIAMETER ANCHOR ( I #5 REBARS R406.1 CONCRETE AND MASONRY FOUNDATION `�j• HEADER 8" POURED CONCRETE „ O @ 12 O.C. DAMPPROOFING. EXCEPT WHERE REQUIRED BY 8406.2 BOLTS @ 36 O.C. 12 ( O co Is W FOUNDATION WALL 11� BEND AROUND TO BE WATERPROOFED, FOUNDATION WALLS THAT �Q^ 1 •,• I y w MAXIMUM FROM ENDS, i ..,' . > I w CORNER RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND co 8"X36" DEEP I p �j CORNERS AND OPENINGS. I v.:• I L FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM POURED CONCRETE I Q m o Q O o 7" MINIMUM EMBEDMENT I . . THE TOP OF THE FOOTING TO THE FINISHED GRADE. •�� CHEEK WALL I p cv J LINE OF LL_ II p O Q III WALL ABOVE _ � I z o MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH �` 631-567-1307 I o I PORTLAND CEMENT PARGING APPLIED TO THE 0 I I I O N EXTERIOR OF THE WALL. THE PARGING SHALL BE ,.:;,.:..f; .., _ 1165 BROADWAY AVE. uj p w o x I I o DAMPPROOFED WITH A BITUMINOUS COATING,3 0o I ?< @ OPEN CELLAR N BEAM POCKET I 'f; I POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED HOLBROOK, N.Y. 11741 ' - p CEMENT, 1/8-INCH COAT OF SURFACE-BONDING N � w O (TYPICAL) I 't I w SIMPSON STHD14RJ MORTAR COMPLYING WITH ASTM C 887 OR ANY 4 POURED CONCRETE z TTRIFARO DTTDESIGNS.COM N I I HOLDDOWN @ THIS MATERIAL PERMITTED FOR WATERPROOFING IN 8406.2. o cn SLAB ON 6 MIL VINYL 6'-4" 6'-6 6'-4" I :r. :. ` ' I z O VAPOR BARRIER ON I T LCORNER. SEE DETAIL CONCRETE WALLS SHALL BE DAMP-PROOFED BY WATER- Li 4" WELL TAMPED I I < ON SHEET (6 OF 7) APPLYING ANY ONE OF THE ABOVE LISTED DAMP- REVISION J POROUS FILL (3)-1 /4"X1l 7/8" MICRO--SLA GIRDER PROOFING MATERIALS OR ANY ONE OF THE PROOFING MATERIALS LISTED IN R406.2 TO THE N I I oWINDOW WELL AS O EXTERIOR OF THE WALL. W ap 4'-0„ I GV7"' 6'_7„ 7'-4" L L - _J L - 11 m PER CODE 8310 I TYPICAL AT LAYOVERS: ~ I I 00 w I N 8408.1 VENTILATION.THE UNDER-FLOOR SPACE Q ~ BEAM POCKET o (TYPICAL) I I 3 -1 � "X111 7/8" MI RO�LAMC�R GIRDER � � 1 BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE • NAILING PAD WIDTH SHALL 0 r I ( / p c) 3 1/2" DIAMETER �? _ ^I I EARTH UNDER ANY BUILDING(EXCEPT SPACE ACCOMODATE RAFTER CUT. a0 = I = = XI® �` O STEEL COLUMN ON �` o o p u I OCCUPIED BY BASEMENT)SHALL HAVE VENTILATION • PROVIDE GALVANIZED FRAMING - 00 o wl 129 1 OPENINGS THROUGH FOUNDATION WALLS OR W O L — J L J L —$J : o � _I 24'X24"x12 ' POURED o _I z m 10 STEPS CONNECTIONS AT NAILER o F- NEW 2"X10" FLOOR fr 00 - pl / �t EXTERIOR WALLS. THE MINIMUM NET AREA OF ,o x CONCRETE FOOTING x O � w I LADDER z 0 cn I I JOISTS @ 16" O.C. 1 o N @ N @ `� VENTILATION OPENINGS SHALL BE AT LEAST 1 SQUARE TO RAFTERS. r- O 1 J TO CODE FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR • REMOVE ASPHALT ROOFING O O Z 524 U � / SPACE AREA. ONE SUCH VENTILATING OPENING SHALL MATERIAL IN AREA OF LAYOVER. r= w O g _ _ EMERGENCY ESCAPE o BE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING. a. p, Of —III 11� #5 REBARS I o 0 0 F — 7 _ F -1 — & RESCUE WINDOW N MAINTAIN VENTILATION. O z AS PER CODE R310 U U w I — — — - R408.4 ACCESS.ACCESS SHALL BE PROVIDED TO ALL t- J O _ @ 12 O.C. 5/8" TYPE "X" J� - cn L J (3)-1 /,j XJl 7/8" MICRO-ILAM R GIRDER I UODEL#STKWIL48. ILCO "stakWEL" UNDER-FLOOR SPACES.ACCESS OPENINGS THROUGH W p F— .1 1 BEND AROUND I ` I GYPSUM BOARD-/ o I Q w I THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY R806.� VENTILATION REQUIRED. 0 LLI r� CORNER I I ON WALLS & x @ -4" 6'-6" > 6'-4" ; I „ d 24 INCHES.OPENINGS THROUGH A PERIMETER WALL DT F CEILINGS J3'-2" �,, �, �, m 48 WIDE X 73 1/2" ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES Q W z o Q I DEEP WITH A SHALL BEATLEAST 16INCHES BY241NCHEs. FORMED WHERE CEILINGS ARE APPLIED DIRECTLY I � ccn � _ O J N I I SEE M1305.1.4 FOR ACCESS REQUIREMENTS WHERE Q. Q Q BOILER O w O 0 N _j I I 40 1/4 PROJECTION co MECHANICAL EQUIPMENT IS LOCATED UNDER FLOORS. TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE � Q L�. 1 J r I I � CROSS VENTILATION FOR EACH SEPARATE SPACE O o SIMPSON STHD14RJ I I i 00 m m I .'': I SIMPSON STHD14RJ BY VENTILATING OPENINGS PROTECTED AGAINST THE z N HOLDDOWN @ THIS I io I p o w HOLDDOWN @ THIS `; OT WATER co O O pp I R310.2.3 WINDOW WELLS.THE HORIZONTAL AREA OF ENTRANCE OF RAIN OR SNOW. VENTILATING LO CORNER. SEE DETAIL ;. I H TER III 1 � z CORNER. SEE DETAIL THE WINDOW WELL SHALL BE A MINIMUM OF SQUARE OPENINGS SHALL BE PROVIDED WITH CORROSION- ON SHEET (6 OF 7) L - N - - ON SHEET (6 OF 7) FEET,WITH A MINIMUM HORIZONTAL PROJECTION AND DATE oa WIDTH OF AT LEAST361NCHES.THEAREAOFTHE RESISTANT WIRE MESH, WITH 1 /8 INCH (3.2 MM) X X @ I MINIMUM TO 1 4 INCH 6.4 MM MAXIMUM _ - - - - - WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE / ( ) 9/5/2017 I� J jJ 3 -2 'X10" N I ' #5 REBARS - AND RESCUE OPENING TO BE FULLY OPENED. OPENINGS. #5 REBARS I `� HEADER wcf) I �~ 8" POURED @ 12" O.C. co SCALE @ 12 O.C. I • I NEW 2 X10 FLOOR 2 X10" F.J. z I I CONCRETE BEND AROUND R310.2.3.1 LADDER AND STEPS.WINDOW WELLS WITH TYPICAL AT LAYOVERS: BEND AROUND JOISTS @ 16" O.C. 1 III @ 16" O.C. _ I CORNER A VERTICAL DEPTH GREATER THAN 44 INCHES SHALL MOISTURE CONTROL. AS NOTED CORNER I I o x o I FOUNDATION - • NAILING PAD WIDTH SHALL IN ALL FRAMED WALLS, I WALL o o HAVE A PERMANENTLY AFFIXED LADDER OR STEPS I 1 1 USABLE WITH THE WINDOW IN THE FULLY OPEN ACCOMODATE RAFTER CUT. FLOORS AND ROOF CEILINGS DRAWN BY 00 5'-0" 2'-0�' I 13'-2" 7'-4" 13'-2" I `' I 6'-4' r 00 POSITION.LADDERS OR STEPS REQUIRED BY THIS • PROVIDE GALVANIZED FRAMING COMPRISING ELEMENTS OF BEAM POCKET I SECTION SHALL NOT BE REQUIRED TO COMPLY WITH S.D. TYPICAL 1 ( SECTIONS R311.7 AND R311.8. LADDERS OR RUNGS CONNECTIONS AT NAILER THE BUILDING THERMAL I (TYPICAL)__--, ) I I :�F SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12 INCHES, TO RAFTERS. ENVELOPE, A VAPOR RETARDER CHECKED BY L - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - �......:.::. .::.:.° E o SHALL PROJECT AT LEAST FROM THE WALL • REMOVE ASPHALT ROOFING SHALL BE INSTALLED ON TH '.:. ..• : .. :.. '.;... , .::.....,.: :..: .., .:•,; : : ,., .:... ..... .....:,..,.,•. ..,..'••. ,• . •. .r I AND SHALL BE SPACED NOT MORE THAN 18 INCHES _ - - - - - - -y- - ON CENTER VERTICALLY FOR THE FULL HEIGHT OF MATERIAL IN AREA OF LAYOVER. WARM-IN-WINTER SIDE OF V L cO 8"X16' POURED CONCRETE FOOTING THE WINDOW WELL. • MAINTAIN VENTILATION. THE INSULATION. SIMPSON STHD14RJ #5 REBARS @ 12" O.C. #5 REBA S @ 12" O.C. SIMPSON STHD14RJ PROJECT NAME HOLDDOWN @ THIS BEND AROUND CORNER UNEXCAVATED BEND AR UND CORNER HOLDDOWN @ THIS 0 0 - o I CORNER. SEE DETAIL 4" POURED CONCRETE �j CORNER. SEE DETAIL I o 1 ON SHEET (6 OF 7) 4"X4" A.C.Q. POST ON SLAB ON 4" WELL 0 ON SHEET (6 OF 7) r 1 CONTINUOUS RIDGE r VENT (TYPICAL) SIMPSON CBSQ44-SDS2 TAMPED POROUS FILL GALVANIZED POST BASE PROVIDE 1 " MINIMUM CD CLEARANCE BETWEEN AS RIDGE PLAN ATXEVER�LRARTEIR CD INSULATION AND ROOF .. •, .. .. .•.. '. . a,. .. '.6 •. .. .. .. > .. .. . . ,.. :.., .�.::. �. :.; ;•.. � ' (UPPER 3rd OF ATTIC ., ... ,..:• • •� :. ., ,, .. . .•. . ,.,.. , ... ., . :. ;: SHEATHING ( ) -- -- 8"X36" DEEP POURED O 6„ CONCRET TRENCH FOOTING 6„ O 7'-0" 7'-0" 7'-0" 6'-0" r—o" 7'-0" 7'-0" ATTIC 5'-0" 2'-0" 35'-0" 6'-0" 2'-0" (R-49) BATT INSULATION 45 -0" A-A ' USE JOIST HANGERS 4 OF 6 FOUNDATION PLAN ON ALL CONNECTIONS 1/4" = 1 '-O" 191, 12 NEW 2"X8" CEILING NOTE; INSTALL (R-30) BATT 1 o JOISTS @ 16" O.C. ASPOVER H3 O INSULATION IN CEILINGS. THEN 8 1/4" (R-30 C) 4" VENT INSTALL (R-19) OVER, - 1/2" CD 00 III ROOF PERPENDICULAR TO BATT INSULATION of CL• S (R-30) BELOW. BEDROOM SHIELD N RAFTER STRAPS- SIMPSON RIDGE VENT TYP. OR LSTA-24 PER R.R. 4 12 BUILD KNEE WALL 00 24 AS APER T — -T 7 AS PER OWNER � RAFTER TO ACCOMODATE NEW 2"X10" FLOOR R-49 BATT (R-49) BATT ( ) SEE N 13- 1 1 1 ROOF SHINGLES AS PER OWNER INSULATION JOISTS @ 16" O.C. INSULATION 2' 1 1 1 1 RIDGE (REFER OVE/2'R CDX 30 # FELT PAPER PLYWOOD SHEATHING SEAL 1 , 1/2" 2" , 1/2" TO PLANS) f,k. 1 1 1 2" VINYL 12 ED AR PROVIDE SIMPSON FIREBLOCKING AS SOFFIT 1/2" G.W.B. 1/2" G.W.B. ��'� NN L y�T I 1 1 ROOF RAFTERS j' k LSSU210 CONNECTORS WALLS & BEARING WALL: SEE CODE OTE WALLS & �`� � (REFER TO PLANS) TO FACE IS 10 10dx1 1/2 NAILS 8" PERMA CEILINGS CATS AT MID ( ) CEILINGS FL7SECOND FLOOR TO JOIST IS 7-10dx1-1/2" NAILS CAST HEIGHT TYVECL H _ MASTER 1 1/2" 3" 1 1/2" DINING 0. DSPF/HF21930 COLUMN SUITE o, ROOM O ON/2 3 COVERED BATH WALL: I 0) 028296 -l0 1/2"J �1/2" PORCH CATS AT MID 3 1 TF OF NES F ��R F 3/4" T&G NEW 2"X 1 o" FLOOR HEIGHT BATT �0 BRICK PLYWOOD (R-30) BATT _ !7i JOISTS @ 16" O.C. INSULATION (2) ATTIC SPACE PAVERS SUBFLOOR PLATES W 1 1 1 1 CUT BACK PLYWOOD 1/2 1 1 111/2• 111/2" 12" 111/2" 111/2" 2" 1 1/2" 111/2" MIN. TO ALLOW FOR AIR ANCH 1 1 SHEET TITLE a • FOUNDATION 1KITCHEN1 FLOW FIREBLOCKING AS FIREBLOCKING AS SINK 1 i ( 1 1 1 z ' PER CODE /PER CODE WASHER DISH 4" POURED (2)-1 3/4"X11 7/8" (SEE NOTE) (SEE NOTE) QQ WASHER NOTE: ROOF VENT SHALL BE "RIDGE FILTER NOTE: RIDGE STRAP NOT REQ'D WHEN (D CONCRETE MICRO-LAM® GIRDER D & SECTION SHOWER FIRST FLOOR SHINGLE VENT" AS MANUFACTURED BY 2"X6" COLLAR TIE IS LOCATED WITHIN SLAB o 2• z• 1 1/2" 2" 3" 1 1/2- 2" 3•' 1 1/2" 1 1/2" 'AIR VENT INC.' (A CERTAINTEED CO.) - OR THE UPPER 1/3 OF THE ATTIC SPACE ` OPEN CELLAR I C.O. C.O. APPROVED EQUAL. INSTALL IN ACCORDANCE AND ATTACHED TO THE R.R. AT 16" O.C. + 00 "` „ JOB NUMBER 3~ WITH MANUFACTURES SPECIFICATIONS. 8"X36" DEEP 4" POURED CONCRETE 3 1/2" DIAMETER 8 PO COLOR TO MATCH NEW ROOF SHINGLES. (REFER TO TABLE 3.4) AS PER THE SLAB ON 6 MIL VINYL STEEL COLUMN ON FOUND 3" POURED CONCRETE 2013-10 2015 WFCM TRENCH FOOTING `. VAPOR BARRIER ON 4" 24"X24"X12" POURED WELL TAMPED POROUS FILL CONCRETE FOOTING 8"X1 3" FAI CONCRE TO APPROVED C.O. SANITARY SYSTEM RIDGE VENT / STRAPPING DETAIL SHEET NUMBER HOUSE TRAP USE JOIST HANGERS • PLUMBING 1DIAGI2_A,� M iv.T.s. N_Ir.S. SECTION A - A ON ALL CONNECTIONS 1/419 5 OF 7 S 67045'00" E 100.00' BUILDING PLAN REVIEW NOTE THE TOWN BUILDING PLANS EXAMINER HAS REVIEWED ax SEE NOTE R1003.9 FOR z THE ENCLOSED DOCUMENT FOR MINIMUM w CHIMNEY HEIGHTN ACCEIPTABLE PLAN SUBMITTAL REQUIREMENTS OF THEW ARCHITECTURE TOWN AS SPECIFIED IN THE BUILDING AND/OR Q & CONTINUOUS RIDGE RESIDENTIAL CODE OF THE STATE OF NEW YORK. CONSULTING VENT (TYPICAL) THIS REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THAT CODE. THAT RESPONSIBILITY IS GUARANTEED VINCENT LUCARELLI A.I.A. 22" DIAMETER UNDER THE SEAL AND SIGNATURE OF THE STATE OF o — — — — — — — — — 9 KIRKLAND DRIVE —12" FLYING— 12 10 _ DECORATIVE— 12 10— NEW YORK LICENSED DESIGN PROFESSIONAL OF LOT AREA = - ASPHALT ROOFING - GREENLAWN,N.Y. 11740 GABLE _—OVER 30� FELT ON F'PON 22 0' 1/2" cDx PLYWOOD _6' TRIM RECORD. THAT SEAL AND SIGNATURE HAS BEEN 15 548 SQ.FT. I 631-567-1307 BOARD — INTERPRETED AS AN ATTESTATION THAT TO THE BEST PROPOSED O o/ DETTACHED W,�FRAME GARAGEacv I r{ OF THE LICENSEES BELIEF AND INFORMATION, THE I GAR. EL. 31.0'�� WORK, IN THE DOCUMENT IS: I j 2' 15.5 22.0 �j SIDE 1 — 2„ - ACCURATE, - CC)NFORMS WITH GOVERNING CODES APPLICABLE AT ENA NT � IS TBA K Q !L0' THE TIME OF SUBMISSION, L— FRIEZE = w - CONFORMS WITH REASONABLE STANDARDS OF 4' LEJ BOARDo PRACTICE AND WITH VIEW TO THE SAFEGUARDING ( �`� 631-567-1307 00 z OF' LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE, MINIMUM 12 w - S THE RESPONSIBILITY OF THE LICENSEE. I SIDE YARD I �, I 1165 BROADWAY AVE. 12 — U 1 SETBACK 4 =_ PER N W PROAND SECOND' PROPOSED 1 1/2 m STORY FRAME i� _ =LIGHT AS E — �4 ( STORY ADDITION DWELLING HOLBROOK, N.Y. 11741 -CODE: E3903.3= TTRIFARO@DTTDESIGNS.COM w r-I 2.0' I UNITS CD o o � ' REVISION 12" ° C\2 I W C\2 35.0' Lam_L—I FIS Z c,; 0 Lu Ow -- 0 1 w (D J NEW _1 W PROPOSED Z 0) Z COVERED PORCH 0 VINYL E3903.3 ADDITIONAL LOCATIONS. AT LEAST ONE F w + o SIDING ALL LIGHTING OUTLET SHALL BE ® FLOOR SA DIT10NED T p INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR ® FPOPOSED LOOR ADDITONOND U SIDE OF EACH OUTDOOR EGRESS DOOR HAVING GRADE 100.01 PROPOSED DECK/ d w LEVEL (ACCESS, INCLUDING OUTDOOR EGRESS DOORS COVERED PORCH z _ - a _ - - _ - - _ - - _ - FOR ATTACHED GARAGES AND DETACHED GARAGES N 6 °52 20- . _ L O WITH ELECTRICAL POWER. o w z I 8" PERMA CAST CULTURED STONE I 93'39' N "71°13'50 W I`_COLUMN AS PER OWNER I R1003.!9 TERMINATION. CHIMNEYS SHALL EXTEND AT x.30' LEAST 2 FEET HIGHER THAN ANY PORTION OF A TBUILDING WITHIN 10 FEET, BUT SHALL NOT BE LESS TERRY COURT o 8"x36" DEEP THAN 3 FEET ABOVE THE HIGHEST POINT WHERE THE z POURED CONCRETE TRENCH FOOTING I CHIMNIEY PASSES THROUGH THE ROOF. ]?]L(Drr AN 1 '• = 201-0" DATE 8"x16" POURED CONCRETE FOOTING _ _— 13311.7.8 HANDRAILS. HANDRAILS SHALL BE PROVIDED 9/5/2017 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ON AT LEAS ONE SIDE OF EACH CONTINUOUS RUN T SCALE FI�ON'T ELEVATION 1/4" = 1'-O" OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. AS NOTED ��' R312.1,3 GUARD OPENING LIMITATIONS. 5I E DATA DRAWN BY REQUIRED GUARDS ON OPEN SIDES OF STAIRWAYS, SETBACK: MINIMUM REQUIRED PROPOSED S.D. RAISED FLOOR AREAS, BALCONIES AND PORCHES LOT AREA: 15,548 SQ.FT. FRONT YARD: 35.0 FT. 36.2 FT. CHECKED BY SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL BUILDING HEIGHT: CLOSURES T AT DO NOT ALLOW PASSAGE OFA SIDE YARD: 10.0 FT. 14.0 FT. V.L. SEE NOTE 131003.9 FOR SPHERE 43� 'INCHES OR MORE IN DIAMETER. MAXIMUM = 35.0 FT. CHIMNEY HEIGHT PROPOSED = 26.0 FT. REAR YARD: 3 5.0 FT. 69.3 FT. PROJECT NAME ASPHALT ROOFING 12 OVER 30# FELT ON CONTINUOUS RIDGE 1/2" cox PLYWOOD 4� R312.1�.3 THE TRIANGULAR OPENINGS FORMED BY THE VENT (TYPICAL) RISER„ TREAD AND BOTTOM RAIL OF A GUARD AT THE SITE DATA LOT AREA: 15,548 SO.FT. OPEN SIDE OF A STAIRWAY SHALL NOT ALLOW PASSAGE PROPOSED FLOOR AREAS: ACCESSORY STRUCTURES: ° OF A SPHERE 6 INCHES IN DIAMETER. PROPOSED FIRST FLOOR = 1 ,465 SQ.FT. SHED = 0 SOFT. o PROPOSED SECOND FLOOR = 765 SQ.FT. DETACHED GARAGE = 485 SQ.FT. 30" DIAMETER PROPOSED COVERED PORCH = 405 SQ.FT. LINE OF CEILING DECORATIVE APPENDIX J EXISTING BUILDINGS AND STRUCTURES PROPOSED TOTAL = 2,635 SQ.FT. — _ — — _ _ _ FYPON APPENDIX J CONTAINS THE PROVISIONS FOR THE �j � a� REPAIIR, RENOVATION, ALTERATION AND TOTAL FLOOR AREAS: PROPOSED TOTAL + ACCESSORY STRUCTURES 112" 12 12„ RECONSTRUCTION OF EXISTING BUILDINGS AND 2,635 SQ.FT. + 485 SQ.FT. = 3,120 SQ.FT. STRUCTURES THAT ARE WITHIN THE SCOPE OF THIS [-� • 10 NEW - CODE. TO ACCOMPLISH THIS OBJECTIVE AND TO MAKE LOT COVERAGE: 8 BOIAEZE./RD SIDING THE REHABILITATION PROCESS MORE AVAILABLE, PERCENT OF LOT COVERAGE = 2,355 SQ.FT. / 15,548 SQ.FT. = 0.1514 = 15.14 O LE THIS APPENDIX ALLOWS FOR A CONTROLLED FLOOR AREA RATIO 12 DEPARTURE FROM FULL CODE COMPLIANCE WITHOUT TOTALS OF ALL STRUCTURES / SQUARE FOOTAGE OF LOT 4� COMPROMISING MINIMUM LIFE SAFETY, FIRE SAFETY, 3,120 SQ.FT. / 15,548 SQ.FT. = 0.2006 = 20.06% 1 STRUCTURAL AND ENVIRONMENTAL FEATURES OF THE TOTALS OF ALL STRUCTURES (FIRST FLOOR, SECOND FLOOR, (� REHABILITATED EXISTING BUILDING OR STRUCTURE. DETACHED GARAGES, SHEDS AND CO'vERED PORCHES) NOTE: ALL STRUCTURAL DRAWINGS \RE PREPARED IN ACCORDANCE WITH THE 2015 12 SEE SECTION AJ501 ALTERATIONS. INTERNATIONAL RESIDENTIAL CODE U,�TH THE NEW YORK STATE 201 6 UNIFORM CODE - 12" SUPPLEMENT & 2016 SUPPLEMENT -0 THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE & THE 2015 WFCM. SEAL 2oi 1 ,33 NEW - WINDOW SCHEDULE - - Ell VINYL WINDOWS SPECIFICATIONS 8" PERMA CAST SIDING NO. TYPE R.O. W x H UNIT DIM, W X H UNOBSTR. GLASS W X H MEETS EGRESS HARDWARE REMARKS COLUMN 1 14 ANDERSEN 20310 2'-2 1 8 X 4'-1 1 4 2'-1 5 8 X 4 -0 7 8 20 7 16 X 19 15 16 NO - 115 ANDERSEN 24310 2'-6 1 8 X 4'-1 1 4 2'-5 5 8 X 4'-0 7 8 24 7/16" X 19 15/16" NO - 117 ANDERSEN 30310 3'-2 1/8" X 4'-1 1/4" 3'-1 5/8" X 4'-0 7/8" 32 7/16" X 19 15/16" NO - 118 ANDERSEN 34310 3'-6 1 8" X 4'-1 1 4" 3'-5 5 8" X 4'-0 7 8" 36 7 16" X 19 15 16" NO 129 ANDERSEN 3046 3'-2 1/8" X 4'-9 1/4" 3'-1 5/8" X 4'-8 7/8" 32 7/16" X 23 15 16" YES 1wOTE R310.1.4 - - - - - - - 133 ANDERSEN 2452 2'-6 1/8" X 5'-5 1 4" 2'-5 5/8" X 5'-4 7/8- 24 7/16" X 27 15/16" NO - W 135 ANDERSEN 3052 3'-2 1/8" X 5'-5 1/4" 3'-1 5/8" X 5'-4 7/8' 32 7/16" X 27 15/16" YES NOTE R310.1.4 z201 ANDERSEN DHP30310 3'-2 1/8" X 4'-1 1/4" 3'-1 5/8" X 4'-0 7/8" 32 11/16 X 41 5/16" CULTURED STONE548" - - 8 PERMA CAST I ( I I I 524 ANDERSEN A31 3'-0 1 2"X2'-0 5 8" 2'-11 15 16"X2'-0 1 8" 31 1 8"X19 3 4" I I COLUMN AS PER OWNER I I I I I I 541 ANDERSEN AX251 2'-4 7/8"X2'-8" 2'-4 3/8"X2'-7 1/2" 1 23 9/16"X27 1 8' - - SHEET TITLE r7 DOOR SCHEDULE - ELEVTIONS 8"X36" DEEP8"X36 DEEP DOORS SPECIFICATIONS POURED CONCRI I I I I POURED ETE TRENCH FOOTING I I I I I CONCRETE NO. TYPE R.O. W x H UNIT DIM. W X H U.L. RATING HARDWARE GLAZING REMARKS & SITE DATA CHEEK WALL 007 AS PER OWNER 26" X 81 1 2" 24" X 80" - - - 010 AS PER OWNER 32" X 81 1/2" 30" X 80" - - - 16 3068 EXTERIOR 36" X 80" - - - JOB NUMBER F [1 - - - - - - - � - - - - - - 8" C "=P�URED CONCRETE�OOTI� - - - - - - - - - - - I] G Dr - �I'T' ELEVATION 1/4:911 = 1'-011 2013-10 SHEET NUMBER 1 OF 7 RAFTERS AS NAILING SCHEDULE PER PLANS FROM WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION, WITH 140 MPH HIGH WIND DESIGN SUPPLEMENTS (APPLIES TO 130 MPH AS WELL) ASPHALT ROOFING JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL OVER 30# FELT ON TABLE COMMON NAILS BOX NAILS SPACING 1/2" CDX PLYWOOD ROOF FRAMING 2"X:6" FASCIA RAFTER TO TOP PLATE TABLE 3.4A 3-8d 3-10d PER RAFTER ARCHITECTURE BOARD CEILING JOIST TO TOP TABLE 3AA 3-8d 3-10d PER JOIST & R1003.9 TERMINATION. CHIMNEYS SHALL EXTEND AT 2"X6" CLG. PLATE (TOE NAILED) CONSULTING LEAST 2 FEET HIGHER THAN ANY PORTION OF A JOISTS @16" O.C. CEILING JOIST TO TABLE 3-9A 11-16d 11-40d EACH LAP VINCENTLUCARELLIA.LA. BUILDING WITHIN 10 FEET, BUT SHALL NOT BE PARALLEL RAFTER (FACE—NAILED) CONTINUOUS RIDGE— LESS THAN 3 FEET ABOVE THE HIGHEST POINT— SOFFIT VENT SIMPSON H-8 HURRICANE CEILING JOIST LAPS TABLE 3-9A 11-16d 11-40d EACH LAP 9 KIRKLAND DRIVE VENT (TYPICAL)_ WHERE THE CHIMNEY PASSES THROUGH THE ROOF (TYPICAL) TIE @ 16" O.C. HEADER OVER PARTITIONS GREENLAWN,N.Y. 11740 —12- -12 (2)—2"X8" HEADER TO ROOF RAFTER COLLAR TIE TO TABLE 3-6A 3-8d 3-10d PER TIE 631-567-1307 RAFTERS =10 10= PROVIDE POST 4"X4" A.C.Q. BLOCKING TO RAFTER 2-8d 2-10d EACH END CAP SIMPSON POST TOE NAILED ASPHALT ROOFING AC4 STYLE BRICK RIM BOARD TO RAFTER 2-16d 3-16d EACH END OVER 30# FELT ON END NAILED 1/2" CDX PLYWOOD 4" POURED WALL FRAMING DT `G. 12" SIMPSON CBS044— CONCRETE SLAB TOP PLATE TO TOP PLATE 2-16d (1) 2-16d (1) PER FOOT � �0\\ 524 SD'S2 GALVANIZED ON 4" WELL (FACE NAILED — — Q' POST BASE TAMPE POROUS FILL TOP PLATES AT INTERSECTIONS 4 16d 5 16d JOINTS — EACH SIDE00, (FACE NAILED) NEW STUD TO STUD FACE NAILED 2-16d 2-16d 24"O.C. O� 631-567-1307 VINYL HEADER TO HEADER (FACE NAILED) 16d 16d 16" O.0 ALONG EDGES SIDING 8";X36" DEEP 14 E7"MIDMENM TOP OR BOTTOM PLATE TABLE 3.5A 1-16d 1-16d NIMUPER STUD �� 1165 BROADWAY AVE. 12 POURED CONCRETE TO STUD ( END NAILED) 4�12 R — CHIEEK WALL BOTTOM PLATE TO FLOOR JOIST HOLBROOK, N.Y. 11741 -LIGHT AS PER = _LIGHT AS PER _ O4 2-16d (1,2) 2-16d (1,2) PER FOOT CODE: E3903.3_ CODE: E3903.3- BANDJOIST ENDJOIST OR BLOKING PORCH DETAIL rr.z'.s. (FACE NAILED) TTRIFARO@DTTDESIGNS.COM FLOOR FRAMING JOIST TO SILL, TOP PLATE 4-8d 4-10d EACH END REVISION 12" OR GIRDER (TOE NAILED) BRIDGING TO JOIST 2-8d 2-10d EACH JOIST � 2" - 6" (TOE NAILED) W H BLOCKING TO JOIST 2-8d 2-10d EACH END Q O o° (TOE NAILED) BLOCKING TO SILL OR 3-16d 4-16d EACH BLOCK 1 118 1 36" HIGH 117 0� = TOP PLATE (TOE NAILED) W 133 133 VINYLNEW RAILING I LEDGER STRIP TO 3-16d 4-16d EACH JOIST p SIDING + Jo BEAM(FACE NAILED) a JOIST ON LEDGER TO BEAM 3-8d 3-10d EACH END Z U o (FACE NAILED) O o°° BANDJOIST TO JOIST 3-16d 4-16d EACH END d w (END—NAILED) Z M - BANDJOIST TO SILL OR 2-16d(1) 3-16d PER FOOT SIMPSON 1148 TOP PLATE (TOE NAILED) R312.1.3 GUARD OPENING LIMITATIONS. // I I I ® JOINT DESCRIPTION REFERENCE NUMBER OF NUMBER OF NAIL p CD I I I REQUIRED GUARDS ON OPEN SIDES OF // I TABLE COMMON NAILS BOX NAILS SPACING, RAISED D LJ U BALCONIIESWAYSOOR AND PORCHES AREAS, HAVE I I // f I I — — — — J ® ROOF SHEATHING 8"X36" DEEP INTERMEDIATE RAILS OR ORNAMENTAL I �/ ® STRUCTURAL PANELS TABLE 3.10 8d 10d 6" EDGE Z POURED CONCRETE CLOSURES THAT DO NOT ALLOW I IR311.7.8 HANDRAILS SHALL BE O 0 o RAFTERS OR TRUSSES SPACED UP 6" FIELD PASSAGE OF A SPHERE 4 INCHES PROVIDED ON AT LEAST ONE o TO 16" O.C. CHEEK WALL (102 MM) OR MORE IN DIAMETER. I I I SIDE OF EACH CONTINUOUS ® . RAFTERS OR TRUSSES SPACED UP 8d 10d 4" EDGE 50 GALLON RUN OF TREADS OR FLIGHT o o a oe TO 24" " DATE f PRE—CAST I I WITH FOUR OR MORE RISERS. O.C. 4FIELD - _ET DRYWELL GABLE END WALL RAKE OR RAKE 6" EDGE 9/5/2017 8d 10d _ _ _ _ _ _ - - - - - - - - - - - - - _ � _ � TRUSS WITHOUT GABLE OVERHANG 6" FIELD 8"X16 ' POURED CONCRE FOOTING — — SCALE —T SIMPSON AC4 ' GABLE END WALL RAKE OR RAKE READ ELEVATION J 6" FI 1/4" = 1'-0" 9 ''` TRUSS WITH STRUCTURAL 8d 10d DGE ELD AS NOTED " OUTLOOKERS GABLE END WALL RAKE OR RAKE 8d 10d 4" EDGE DRAWN BY SI1Vn:'SON TRUSS WITH LOOKOUT BLOCKS 4" FIELD C13SQ44-SDS2 S.D. CEILING SHEATHING R3U2.9.2 SMOKE-DEVELOPED INDEX. WALL AND CEILING GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD CHECKED BY WALL SHEATHING CONTINUOUS RIDGE SEE NOTE 81003.9 FOR FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF STRUCTURAL PANELS STUDS SPACED TABLE 3.11 8d 10d 6" EDGES V.L. VENT (TYPICAL) CHIMNEY HEIGHT NOT GREATER THAN 450. UPTO 24" O.C. 12" INTERMEDIATE SUPPORTS (FIELD) PROJECT NAME CONTINUOUS RIDGE 1/2" OR 25/32" FIBERBOARD PANELS 8d 10d 3" EDGE 6" FIELD ASPHALT ROOFING VENT (TYPICAL) 83102.10.1 INSULATION. INSULATION MATERIALS, GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/10 I FIELD OVER 30# FELT ON :: 1/2" CDX PLYWOOD INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR SHEATHING ❑_ FLOOR-CEILING ASSEMBLIES, ROOF-CEILING STRUCTURAL PANELS ❑ ❑ ASSEMBLIES, WALL ASSEMBLIES, CRAWLSPACES AND 1" OR LESS 8d 10d 6"EDGE / 12" FIELD —12 ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO GREATER THAN 1" 10d 16d 6"EDGE 6' FIELD r--� 10 U — EXCEED 25 WITH AN ACCOMPANYING SMOKE- rr ll --- DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED NOTES: V 1. NAILING REQUIREMENTS ARE BASED UPON WALL SHEATHING NAILED 6" O.C. AT THE PANEL EDGE. IF WALL � � O r-.� 12" IN ACCORDANCE WITH ASTM E 84 OR UL 723. SHEATHING IS NAILED 3" O.C. AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILINGNEW REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR �1 12" VINYL PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. •• SIDING FIREBLOCKING. IN COMBUSTIBLE 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS r • 129 BOARDEZE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. OCUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS 16 GAGE STAPLES ARE PERMITTED, ACCORDING TO NYS NEw12 DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE AND INTERNATIONAL BUILDING CODE. O O VINYL �4 BARRIER BETWEEN STORIES, AND BETWEEN A TOP 4. ALSO SEE BRACED WALL/SHEAR WALL DETAILS AS INDICATED ON THE PLANS, WHERE REQUIRED. 00 SIDING STORY AND THE ROOF SPACE. N 8502.2.2 BLOCKING AND SUBFLOORING. BLOCKING R502.1.2 END-JOINTED LUMBER. 12" LIGHT AS PER APPROVED END-JOINTED LUMBER IDENTIFIED BY A CODE: E3903.3 12 SHALL BE A MINIMUM OF UTILITY GRADE LUMBER. GRADE MARK CONFORMING TO 8501.1 MAY BE USED SUBFLOORING SHALL BE A MINIMUM OF UTILITY GRADE SEAL INTERCHANGEABLY WITH SOLID-SAWN MEMBERS LUMBER OR NO. 4 COMMON GRADE BOARDS. ® w OF THE SAME SPECIES AND GRADE. 36" HIGH RAILING 8" PERMA CAST f.>° :" ' + 0 - WINDOW SCHEDULE - "' ` COLUMN d' gy. WINDOWS SPECIFICATIONS z NO. TYPE R.0. W x H UNIT DIM. W X H UNOBSTR. GLASS W X H MEETS EGRESS HARDWARE REMARKS 114 ANDERSEN 20310 2'—2 1 8 X 4'—1 1 4 2'—1 5 8 X 4'—0 7 8 20 7 16 X 19 15/16" NO 115 ANDERSEN 24310 2'-6 1/8" X 4'-1 1/4" 2'-5 5/8" X 4'-0 7/8" 24 7/16" X 19 15/16" NO 117 ANDERSEN 30310 3'-2 1/8" X 4'-1 1 4" 3'-1 5 8" X 4'-0 7 8" 32 7/16" X 19 15/16" NO 118 ANDERSEN 34310 3'-6 1/8" X 4'-1 1/4 11 3'-5 5/8 11 X 4'-0 7/8" 36 7/16" X 19 15/16" NO — 129 ANDERSEN 3046 3'-2 1/8" X 4'-9 1/4" 3'-1 5/8" X 4'-8 7/8 32 7/16" X 23 15/16" YES NOTE R310.1.4 CULTURED STONE—/ I 133 ANDERSEN 2452 2'-6 1/8" X 5'-5 1/4" 2'-5 5/8" X 5'-4 7/8" 24 7/16" X 27 15/16" 1 NO 135 ANDERSEN 3052 3'-2 1/8" X 5'-5 1/4" 3'-1 5/8" X 5'-4 7/8" 32 7/16" X 27 15/16" YES NOTE R310.1.4 _ AS PER OWNERco I I 201 ANDERSEN DHP30310 3'-2 1/8" X 4'-1 1/4" 3'-1 5/8" X 4'-0 7/8" 32 11/16" X 41 5/16" - - SHEET TITLE II I _ _ _ _ _ IJI LJ I I L J "q 524 ANDERSEN A31 3'-0 1 2"X2'-0 5 8" 2'-11 15 16"X2'-0 1 8" 31 1 8"X19 3 4" — — 8"X36" DEEP I I T 541 ANDERSEN AX251 2'-4 7/8"X2'—p" 2'-4 3 8"X2'-7 1 2" 23 9/16"X27 1/8" - - E L EVT I O N S POURED CONCRETE CHEEK WALL I I I - DOOR SCHEDULE - & NOTES DOORS SPECIFICATIONS NO. TYPE R.0. W x H UNIT DIM. W X H U.L. RATING HARDWARE GLAZING REMARKS JOB NUMBER � � - - � � — - - - - - - - - - - - - - - - - - - - - I - - - - I - - - - _ _ _ � 007 AS PER OWNER 26" X 81 1 2" 24" X 80" C ] 010 AS PER OWNER 32" X 81 1/2- 30" X 80" 3068 EXTERIOR 36" X 80" - - - 2013-10 DEFT ELEVATION 1i4•• = 1'-0•' SHEET NUMBER 2OF7 /A-A 40F6 4'_0" 1 -0" 9'-6" 6'-0" 6'-0" 3'-6" 35'-0" ARCHITECTURE & 36" HIGH 13 -8" 7'-8" 13'-8" A-A"X6" POST RAILING CONSULTING 0 DN ON SOLID 4"X4" 4'-10" 2'-10" 4 of s 11 BEARING O- - - POST — — — — — — — — — — — VINCENT LUCARELLI A.I.A. 6068 SLIDER 9 KIRKLAND DRIVE - - - - - - - - -- - - - - - - - - - - - - - 000 (2)-2X12 HEADEo I N GREEN6L3A1-W56N7-,1N30.Y7> REF 4"X4" POST PROVIDE DRAIN PAN UNDER WASHER DW Ia ° R 4 4 I SOLID No LINE OF . I1740 FE -I VENT DRYER I �' I w cv o ,. .`.. w II v WALL BELOW - Q � � I w TO EXTERIOR I z I. KITC N w II J x I I I o o _ li. _ o o 6'-8" J .o Q 6'-Ob -' oo�- cv 16'-10" -' N I m ` I @ 6" O.C. AS PER M1502.2 _ I n__oo U-i _ o I co IM1507.4 100 CFM _.> 3'-6 III '°� DT F. 1 I o I EXHAUST FAN o I I _00 ®O p U w co DINING ROOM `1 I o - IIx @ VENT TO EXTERIOR x @ I I - z (9-0 CEILING) I l z _I I I I N of - I I N I I I � , MUD N OO (.w X @ LINE OF `� 00 I w - - — - � I `Q. ROOM cn 0 0 ." c� x N cn WALL ABOVE I I z Q WALL TO I E I WALL TO z I Ld °° w o ` ` !. P ' :- J o. cn cnI I - ( 2"X8' R.R. I ACCOMODATE < LINE OF _ .. -7cn 2"X8" T.J. ACCOMODATE GAS ':�' '�' ' w o 0 133 I I I RAFTER SPAN 16 ' O.C. RAFTER SPAN ftLL BELOW I I � 631-567-1307 z @ 16" C. (2)-2 X12" , I' . ; STOVE N Ilw I I J 4"X4' POST ON II w I ® BAH I I �� 1165 BROADWAY AVE. cn 2"X8" R.R. HEAX3 _ - - -_ - - - w o �_ - - Otl B E tR I -M-1 507-4-100 �F�A o ® � o w z O - - -�XHAIJST-F - - o @ 16' o.C. I _ �, ��o F� HOLBROOK, N.Y. 11741 3'-6" mill _ o `° VENT TO EXTERIOR 4"X6' POST I N of CLO• CLO. �� x ��� CLO• CLO,of 1 c� r� o O, N _ N TTRIFARO@DTTDESIGNS.COM LINE OF w 1 114 N 4"X4" WALL ABOVE Ln o POST o I ® a _ r 10 010 010 010 L << 010 010 010 01 i iri 3'-6„ LIN. o Q. I\ I N -c", N O O O oto O REVISION 1 o 7'_p" CO 4'-0" I co o � 010 M -6 6 I 1 PANTRY P TRY00 — — °07 POWDER �' 0 _ I I _ ?< I ATTIC x f I w 2 2"X12" 2 -2 X10 ROOM o MASTER o I 201 N N@ z 010 o� 010 I ACCESS I z o N@ ( )- 3 -2 ' FLUSH EF co BATH HEADER 4X6 POST ON x cn EF co _, 0 O L J - I SOLID BEARING I ADER N @HALF o 2"X I j W BEDROOM_® DN 00 `° ®_ w o 010 _ 135 NEW 2"X10" FLOOR per CLO. _1 WALL-\ III 1 I N - 2"X12" RIDGE BEAM N @ 2"X12" RIDGE BEAM J d W JOISTS @ 16" O.C. 0h „ 2" 8" C.J. I N o i I 129 00 © BEDROOM @. '29 I 1 0 Wi 2 -0 5'- 010 i @ 1 6" O.C. I I � 00 N cn - - - - _ _ - N cn 00 z O 4"X4" POST ON © 114 N N _ w u� � c~n.I w O O SOLID BEARING (2)-2 X12" o o� Z o 2 - "X12" FLUSH HDR w o L' 06 I I 4"X4" POST ON ® LINE OF HEADER I I z � - I o- w SOLID BEARING BALCONYABOVE 2"X8" C J I �Nd_ _ c° 1 - 7 0" F1 1 o Z 3'-6" 010 3'-4" @ 16" C. II ci o @ ��� �J O @ i N U O GREAT a 4"X6 ' POST ON � 0 W.I.C. II I 00 o N O JP O \+�O N I o Q N Q SOLD BEARING m I I I ❑ w �` LINE OF - , LINE OF y w I I- 0 o x w ROOM o J 2"X8" I I r r z Q `1 SPLAY IN y z (j o SPLAY IN �F W ~ I I IIN Q -1 (9-0"CEILING) IIJ O Q @ 16" .II 0' CEILING O -, 0 CEILING ` � z I I a in 1n I = = o o I I I � r w - - _ _ _ _ _ N DOUBLE JOIST UNDER WALL ABOVE w w STER a J I ❑ I ( )-2"X12" (LUSH EADE @ o ( )-2 12" FLUSH HEADE I _ _ III - I O - - x x © _ - - --- - -L Z NEW PRE-FABRICATED, WOOD BURNING O © S TE z cn FIREPLACE. PROVIDE 16" NON- 1 x I 2"X8' C.J. N N 2"X8' C.J. +/- 78" HIGH I COMBUSTIBLE HEARTH TO MEET N.Y.S. I- N +/- 78' HIGH o c~n U' w KNEE WALL I w v @ 16 O.C. w O 16 ' O.C. w o KNEE WALL I DATE CODE. (INSTALLATION MANUAL FOR THE p - p o I - I O O - z Q OPEN TO z - A - 0 0 FIREPLACE TO BE ON SITE FOR THE � UP NEW STAIR II-� z o Q TO ACCOMODATE I o I o w = �, ,� o w I o I I TO ACCOMODATE w I 0' = 0 N _ o = I RAFTER SPAN I 9/5/2017 BUILDING INSPECTOR.) I I - I & RAILING w w = I RAFTER SPAN I co x o BELOW I o x _o � JII 2"X6 R.R. in - I _ �- I I O I I m 07 O O O �� - �i co I N � O I I I I O @ 16" O.C. I I r N PLANT SHELF X o FOYER I I I @ I I I I _ @ I ( I I I I SCALE a0 135 I I NEW 2"X10" FLOOR I I � I 1 0 0 x �� I 00 I I '� v, 7'-4" 12'-0" 7'-4" '� I I I o0 o M -0 133 N I N I I N W I I I AS NOTED JOISTS @ 16" O.C. f I LINE OF�� L -_ -� - - - - -- - - - „ cv I I w 2„X8' R.R. 2"X8' R.R. w 1 2X6 C.J. I I z Q I DRAWN BY owo WALL ABOVE I r �-. I O � � � @ 16 O.C. - @ 1 6 ' O.C. � I I I 8" N 6� @ 1 6" O.C. N I I LI- _- I - — -0= I - -� X8" HEADER - (2)-2"X8" HEADER I - - - - J - - - - - - - - - - - - t_ - - J I S.D. (2)-2"X12" (2)-2"X12" 2 -2 X12 (2)-2"X12" (2)-2' 12" I - - - - - - - - - - o HEADER 135 135 HEADER HEADER HEADER 135 135 HEA ER 0 I 115 115 115 X15' - CHECKED BY w �Q/ o 0 0 4"X4" POST ON o o ��' = II I II _ SOLID BEARING ��p,, _ I - _ _ I V.L. o _ ti� X 1 I PROJECT NAME CD x ti 0 ° c� x 8" PERMA CAST ° `o x 0 o 00 I - r I N N@ N@ COVERED PORCH COLUMN N �j N g N I A-A i� N N I 4OF6 I (2)-2"X8" HEADER (2)-2"X8" HEADER (2)-2"X8" HEADER 2)-2"X8" HEADE (2)-2"X8" HEADER (2)-2"X8" HEADER (2)-2"X8" HEADE On 4'-O" 7'-0" 6'-6" 6'-6" 7'-0" 4'- 4'-0" 4'-0" 6'-0" 6'-0" 4'-0" 4'-0" W 5'-0" 2'-0" 35'-0" 6'-0" 2'-0" 3'-6" 8'-0" 12'-0" 8'-0" 3'-6" 45'-0" A-A 35'-0" 40F6 USE JOIST HANGERS �� - �� USE JOIST HANGERS M----� O FIRST FL®®R PLAN ON ALL CONNECTIONS 1�4 - 1 —O SECOND FLOOR PLAN ON ALL CONNECTIONS 1/4" (AREA = 1,465 SQ.FT) (COVERED PORCH = 400 SQ.FT) (AREA = 765 SQ.FT) . � w0 � N1104.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL R308.4 HAZARDOUS LOCATIONS GLAZING IN ANY PART R702.7 VAPOR RETARDERS. CLASS I OR II VAPOR R507.1 EXTERIOR DECKS. Q THAN 75 PERCENT OF THE LAMPS IN PERMANENTLY HAVE AN AGGREGATE GLAZING AREA OF AT LEAST OF A BUILDING WALL ENCLOSING HOT TUBS, RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF WOOD-FRAMED DECKS SHALL BE IN ACCORDANCE � INSTALLED LIGHTING FIXTURES SHALL BE HIGH- FRAME WALLS IN CLIMATE ZONES 5,6,7,8 AND MARINE 4. WITH THIS SECTION OR SECTION R301 FOR MATERIALS 00 8 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. WHIRLPOOLS SAUNAS, STEAM ROOMS BATHTUBS OR EFFICACY LAMPS OR NOT LESS THAN 75 PERCENT OF (� NATURAL VENTILATION SHALL BE THROUGH WINDOWS, SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE AND CONDITIONS NOT PRESCRIBED HEREIN. THE PERMANENTLY INSTALLED LIGHTING FIXTURES R1203.2 VENTILATION REQUIRED. WHERE SUPPORTED BY ATTACHMENT TO AN EXTERIOR SKYLIGHTS DOORS LOUVERS OR OTHER APPROVED GLAZING IS LESS THAN 60 INCHES MEASURED SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES WALL, DECKS SHALL BE POSITIVELY ANCHORED TO THE OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS VERTICALLY ABOVE THE FLOOR OR WALKING SURFACE. FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO SHALL BE PROVIDED WITH READY ACCESS OR SHALL PRIMARY STRUCTURE AND DESIGNED FOR BOTH THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE VERTICAL AND LATERAL LOADS. OTHERWISE BE READILY CONTROLLABLE E THE R807.1 ATTIC ACCESS. CROSS VENTILATION FOR EACH SEPARATE SPACE BY SUCH ATTACHMENT SHALL NOT BE ACCOMPLISHED BY SEAL BUILDING OCCUPANTS. THE OPENABLE AREA TO THE IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF VENTILATING OPENINGS PROTECTED AGAINST THE LEGEND THE USE OF TOENAILS OR NAILS SUBJECT TO OUTDOORS SHALL BEAT LEAST 4 PERCENT OF THE CONSTRUCTION, SAN ATTIC ACCESS OPENING SHALL BE ENTRANCE OF RAIN OR SNOW. VENTILATING OPENINGS WITHDRAWAL. WHERE POSITIVE CONNECTION TO THE FLOOR AREA BEING VENTILATED. PROVIDED TO ATTIC AREAS THAT EXCEED 30 SQUARE SHALL BE PROVIDED WITH CORROSION-RESISTANT NOTE: TO THE BEST OF MY KNOWLEDGE, BELIES AND SOLID LINE WALL DENOTES EXISTING WALLS TO REMAIN. PRIMARY BUILDING CANNOT BE VERIFIED DURING FEET AND HAVE A� VERTICAL HEIGHT OF 30 INCHES OR WIRE MESH WITH 1/8 INCH MINIMUM TO 1/4 INCH INSPECTION, DECKS SHALL BE SELF-SUPPORTING. FOR PROFESSIONAL JUDGMENT, THESE PLANS AND/&R R303.7 INTERIOR STAIRWAY ILLUMINATION. GREATER. MAXIMUM OPENINGS. : ;;; ,; • `� SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2016 _ _ DECKS WITH CANTILEVERED FRAMING MEMBERS DOTTED LINE WALL DENOTE EXISTING WALLS TO BE INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN SUPPLEMENT TO THE NEW YORK STATE ENERGY - - - REMOVED. ADEQUATE TEMPORARY BRACING SHALL CONNECTIONS TO EXTERIOR WALLS OR OTHER CONSERVATION CONSTRUCTION CODE (E103.2.1). BE PROVIDED AT ALL TIMES ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE M1502.1 GENERAL.CLOTHES DRYERS SHALL BE R905.1.2 ICE BARRIERS. IN AREAS WHERE THERE HAS FRAMING MEMBERS SHALL BE DESIGNED AND LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE EXHAUSTED IN ACCORDANCE WITH MANUFACTURERS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES SHADED WALL DENOTES PROPOSED WALLS. INTERIOR CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO INSTRUCTIONS. CAUSING A BACK-UP OF WATER AS DESIGNATED IN CONSTRUCTED TO RESIST UPLIFT RESULTING FROM THE FULL LIVE LOAD SPECIFIED IN TABLE R-301.5 y. HEADER SCHEDULE WALLS TO BE 2"X4" WOOD STUDS AT 16" O.C. WITH LEVELS NOT LESS THAN 1 FOOT CANDLES (11 LUX) AS TABLE R301.2(1), AN ICE BARRIER SHALL BE INSTALLED 1/2" GYPSUM BOARD BOTH SIDES OR TO MATCH MEASURED AT THE CENTER OF TREADS AND LANDINGS. M1502.2 INDEPENDENT EXHAUST SYSTEMS. FOR ASPHALT SHINGLES, METAL ROOF SHINGLES, ACTING ON THE CANTILEVERED PORTION OF THE DECK. EXISTING ADJACENT WALL AS REQUIRED. EXTERIOR THERE SHALL BE A WALL SWITCH AT EACH FLOOR DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE N1008.1.2 (R502.1.2) EXISTING PLUS ADDITION ALL WOOD FRAMING INCLUDING JOISTS, WALLS TO BE 2"X4" WOOD STUDS AT 16" O.C. LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE BEAMS, POSTS, STUDS, ETC. TO BE WITH R-15 BATT INSULATION OR MATCH EXIST. � OF ALL OTHER SYSTEMS AND SHALL CONVEY THE TYPE-SHINGLES, WOOD SHINGLES AND WOOD SHAKES. COMPLIANCE (SIMULATED PERFORMANCE SHEET TITLE DOUG. FIR OR BETTER. ADJACENT WALL AS REQUIRED. STAIRWAY HAS 6 OR MORE RISERS. MOISTURE TO THE OUTDOORS. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN ALTERNATIVE). WHERE NONCONDITIONED SPACE IS FLOOR EXCEPTIONS: 2 LAYERS OF UNDER-LAYMENT CEMENTED TOGETHER, CHANGED TO CONDITIONED SPACE, THE ADDITION MINAL LUMBER SIZE: SPANS: _ -_-- ALL WALLS PARALLEL WITH FLOOR JOIST SHALL BE 1. A SWITCH IS NOT REQUIRED WHERE REMOTE, M1601 DRYER VENTS, HOSE BIBS AND PIPES OR DUCTS OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN SHALL COMPLY WITH THE ANNUAL ENERGY COST OR PROVIDED WITH DOUBLE FLOOR JOISTS AS SOLID PLANS CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS SHEET SHALL BE USED IN PLACE OF NORMAL UNDER- ENERGY USE OF THE ADDITION AND THE EXISTING 12X6 UP TO 3'-1 1" BEARING BENEATH. PROVIDED. THAT SEALED TO ALLOEAN V NO AIR TO (INFILTRATE THIOR SURFACE E PROJECT.T BE LAYMENT AND EXTEND FROM THE LOWEST EDGES OF BUILDING, AND ANY ALTERATIONS THAT ARE PART OF �°X8 4'-0" TO 5'-A 1" ® SMOKE DETECTOR (U.L. RATED) MUST BE INTERCONNECTED ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 THE PROJECT, IS LESS THAN OR EQUAL TO THE JOB NUMBER AND HARDWIRED WITH BATTERY BACK-UP: SINGLE AND R303.8 EXTERIOR STAIRWAY ILLUMINATION. INCHES, INSIDE THE EXTERIOR WALL LINE OF ANNUAL ENERGY COST OF THE EXISTING BUILDING (2).10 6'-0" TO 7'-Ill" MULTIPLE STATION SMOKE ALARMS AS PER R314 OF THE EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN THE BUILDING. WHEN MODELED IN ACCORDANCE WITH SECTION N1105. 2013-10 2015 INTERNATIONAL RESIDENTIAL CODE. ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP STAIR .2 HEADROOM. THE MINIMUM HEADROOM IN THE ADDITION AND ANY ALTERATIONS THAT ARE PART (2)2, 8'-0" TO 10' 0" LANDING OF THE STAIRWAY. EXTERIOR STAIRWAYS STAIRWAYS SHALL NOT BE LESS THAN 6 FEET 8 INCHES N1103.6 (R403.6) MECHANICAL VENTILATION OF THE PROJECT SHALL COMPLY WITH SECTION N1105 POSTS S. L BE 4X4 (NOMINAL) M CARBON MONOXIDE DETECTOR (U.L. RATED) HARDWIRED: PROVIDING ACCESS TO A BASEMENT FROM THE MEASURED VERTIICALLY FROM THE SLOPED PLANE (MANDATORY). THE BUILDING SHALL BE PROVIDED WITH IN ITS ENTIRETY. * NOTE- SIZES CALLED OUT ON ANY OF INSTALL A MINIMUM OF ONE CARBON MONOXIDE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ADJOINING THE TREAD NOSING OR FROM THE FLOOR VENTILATION THAT MEETS THE REQUIREMENTS OF SHEET NUMBER THE FOL. G DRAWINGS WILL SUPERC]EDE DETECTOR IN THE VICINITY OF SLEEPING AREAS ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM SURFACE OF THE LANDING OR PLATFORM ON THAT SECTION M1507 OF THIS CODE OR THE INTERNATIONAL THIS SCI AT THE LOWEST LEVEL WITH SLEEPING AREAS. PORTION OF THE STAIRWAY. 3 O F 7 E. LANDING OF THE STAIRWAY. MECHANICAL CODE, AS APPLICABLE. ELECTRICAL LEGEND - QUAD WALL OUTLET DN SLIDER - DUPLEX WALL OUTLET ARCHITECTURE 6068 CONSULTING PROVIDE DRAIN PAN GFi. G,FI G I GFI 524 UNDER WASHER I . `UW: Oo� L RLI LINE OF 0 LL OUTLET - GROUND FAULT WA - WALL BELOW GFI VINCENT LUCARELLI A.I.A. VENT DRYER 3 WAY / - N.Y. 11740 TO EXTERIOR GFI / \ SWITCH WALL SWITCH GREENLAWN 9 KIRKLAND DRIVE O\ O KITCHEN I as VAPOR PROOF I1 ' _ _ I HIGH HAT I 631-567-1307 I I I D$ WALL SWITCH WITH DIMMER MUD \EF 36° GISROOM I WALL BELOW LINE OF_/A 3 0­0 - WALL MOUNTED FIXTURE SCONCE ONCE STOVE/ WINCBATH svviT I II / I r II - VANITY OR ACCENT LIGHT 67 3 WAY �- :. \ / �•• 3 WAY OO c CLO. CLO. i � /� / CLO. CLO. I I � F. SWITCH � ONa<vlt)" / � ' SWITCHLIN. /I • e°n.nolo 010 010 010 LIN. oto 010 a10 o1a o10 \�\ 1 k ' O - FAN WITH LIGHT `C 90 PANTRY PANTRY 007 POWDER� MASTER � F ATTIC , I 631-567-1307 BATH / T ROOM �EF �� zot oto 010 I ACCESS I / E R807 j I , EF BEDROOM i �, s WAY \\I\ �'� / 9, - DN - ,O I O - RECESSED LIGHT \\ \ BEDROOM 1165BROADWAY AVE. J - HANGING SPOT LIGHT HOLBROOK N.Y. 11741 tis G1\\ DN -- ee7CLO. \ ( / HIGH HAT 1zs � �, � \ � � O 12s / 0 II / � / O oto TTRIFARO@DTTDESIGNS.COM \\ GREAT III \\ O 1 / p li( % /, - FLUORESCENT LIGHT I ROOM j I / 010 _ ( II I El REVISION 007 \ II \ 11 LINE OF LINE OF I I / O / \ \ II ❑ SPLAY IN— SPLAY IN I I - CHANDELIER ti CEILING — CEILING II IW- O �� O II II Q ti C // a 11� \` I \ � �ASTERII -____=J ❑ - -i i OVVO / - i--- -_—--- - CABLE JACK o � r I 1 (COD) 0 SUITE I I K EE WALL IGH - TELEPHONE JACK ui O II / it I 0 NEW STAIR r I SITTING PLANT PLANT I I EF O I & RAILIN / I I I - EXHAUST FAN & LIGHT z c.� / I AREA SHELF / SHELF I I I O_ - � � 11 / I I I F- , 3 WAY\\� I / FOYER ------ I / I I I a W SWITCH i / ® 133 \\ I i l i I w' Z r-__ ------ L 5a, _ 5a,_ 54, I I I HVAC LEGEND I L=== ___---__-_-- - - ===J-I W 0 O O 1 O O � I 115 115 115 115 135 135 135 135 COVERED -0.1 PORCH O O I 8" PERMA CAST d I COLUMN i i - COMPRESSOR Z I I ---———————————————————————— DATE 9/5/2017 - 10" x 10" VENT SCALE FIRST FLOOR ELECTRIC PLAN 3/16" = V-0" SECOND FLOOR ELECTRIC' PLAN 3/16" = V-0" AS NOTED DRAWN BY - DUCT S.D. CHECKED BY 0 - 4"X10" FLOOR REGISTER V.L. PROJECT NAME DN S 6'7°4_5'00" E 100.00' 6068 SLIDER _ _ _ _ _ _ _ _ PROVIDE DRAIN PAN ,;.,. .; •. •. r�— —------------------ —------------------— —' UNDER WASHER ® j-:--;-�•'DW: �^ ° ° L,-� REF ® ® i I LINE WALL BELOW I J VENT DRYER ;: Em ® I W d TO EXTERIOR 'a* I I I E- Ib:•° KITCHEN I I I �� w � ll 'a®O DINING ROOM MUD �� O ROOM __ J' ' I LINE OF�I O �o� L •:. 36" GAS " !�` 133 I I WALL BELOW I I I i ' STOVE 4"X10" FLOOR ( BATH I I I I II o REGISTER , I I LO �� cl,o. CLO. 7' i CLO. CLO. 1 22•D LOT AREA = I ►—+ 4"X1 REGIS-TER „4 N I �� 15,548 SQ.FT. ,'e. d.'.• ':.; 7�T \ .�RDPDSED CJ :` ';I".• ' •'• '. 010 010 010 010 LIN. 010 010 010 010 \ I a/ DETTACHED p I C4 O ° LIN. 01 \\ � ' /FRAME GARAGE I — p o 010 I I I V l PANTRY PANTRY • FRESH AIR O I GAR. EL. 31.0' I 01 O 007 INTAKE I I r ATTIC , MASTER I I I ACCESS I 22.0// MINIMUM O ® BATH HALF 201 010 ' Oto R80_7 SIDE 135 010 WALL __BEDROOM DN / / 7 _ I YARD N DN LO —_\ / � ——4�4 � I ELLAR ENTRY SETBACK O 129 /B Re��I 129 / , , ® 4113 0 oto � � � � — � 41 Q'/ 02 I - --- — MINIMUM — I I O II I SIDE15 YARD °, 010 O II 3 / — \ `\ \\ I I I .. Ki PROPOSED 1 1/2 I SEAL 007 / SETBACKOSED FIRST c _ STORY FRAME i W.I.C. 11 LINE OF / / \ I \ LF E OF I W PRO AND SECOND' m DWELLING STORY ADDITION GREAT ® II ❑ SPLAY IN �� ` P\AY IN I ROOM II • �cEluNc / / rl 1 �c 11 I o 2.0 J / N j /� / --- \ ` --- o I 0 /� OLO I o MASTER ❑ I / I 3U�IT / 1 \1 I I ------� I W ' / I 2.0' UNITS o i \ OI / I ————— 1 r', C� I N a0 SUITE 8" 0 I I t.ia //o / / +/- 78" HIGH I � 35.0' KNEE WALL UP (\2 NEW STAIR I I SITTIi�I PLANT PLANT I & RAILING I I ( ( 1 ARE SHELF SHELF 8" 0 I I Ld FOYER 1 Y11 135 I � I I I � I I I � 1 � I '— J .__....• 4"X10" FL00>R I ® 133 I I ► ► I REGISTE-R I I II I COVEREDDROPOSEDPORCH I Leo --- I I 1 ,.. 6� ® r 541 541 5411 a0 I O O PROPOSED FIRST ____a—R=Qs ___�J I FLOOR ADDITION SHEET TITLE I w� ,35 135 135 135 I O O O W I ® PROPOSED SECOND 115 115 115 115 I ,'�� FLOOR ADDITION 1°0 0° � ELECTRIC / I Z I PROPOSED DECK/ I I COVERED PORCH COVERED C UMNPERCAST I °522.' —� HVAC PLANS PORCH COLUMN � I N 6 0 I I -- I ---------------------------r— - ------------- 93,39' ' " JOB NUMBER ------- ----------- o N 71 13 50 TE 7,30' 2013-10 TERRY CURT QST FLOOR HVAC PLAN 3/16" = 1�-0�� SECOND FLOOR HVAC PLAN 3/16" = V-0�� SHEET NUMBER PL P]Llkl***.T 11' 201-011 40177 � O 2'-0" 15'- g'- F6 645 - /A A 0 '-8" 8'-0„ 2'-0” GUARD PER R312 0 GAL ON 4'-0" 4'-8" 4'-8" LIGHT AS PER NOT LESS THAN 36" PR CA DRYW LL -- - - - - - - - _ _ _ - - - - CODE. 83903.3 ARCHITECTURE • ` : . I ` I I I &HANDRAIL PER 8311.5.6 5 REBARS C9, L - - -/� 7@ 12 O.C. 8"X36" DEEP CONSULTING - SIMPSON STHD14RJ 34"-38" ABOVE NOSING I II BEND AROUND "' POURED CONCRETE HOLDDOWN @THIS - 00 o SIMPSON STHD14RJ \/ 1 i I CORNER o CHEEK WALL CORNER. SEE DETAIL NOTES: - - I — — — — — - VINCENT LUCARELLI A.I.A. HOLDDOWN @ THIS _O" ALL WORK TO BE PERFORMED I P `"- ,� I 8"X16" POURED ON SHEET (6 OF 7) IN ACCORDANCE WITH THE I I I I PLANE 9 KIRKLAND DRIVE 7V\ L CORNER. SEE DETAIL ( 'f 2 X� "I I - - O - � ?\ CONCRETE FOOTING _ _ _ _ R405.2.2 VAPOR RETARDER. MIN YS RESIDENTIAL CODE GREENLAWN,N.Y. 11740 ON SHEET (6 OF 7) _ _ _ _ _ — — - - - - - - - - - 631-567-1307 ENE VA OR r 6-MIL-THICK 0 15 MM POLYETHYL P �OTING TO BE FROST RETARDER SHALL BE APPLIED OVER THE POROUS PROTECTED AS PER 81809.5 I I I 1 - _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - o LAYER WITH THE BASEMENT FLOOR CONSTRUCTED - - - - - - - - - - 524 #5 REBARS OVER THE POLYETHYLENE. ALL CONCRETE 4000 PSI MIX - - �O� 1 5/8" DIAMETER ANCHOR I I~o © 12" O.C. REINFORCED WITH REBAR AS 8" POURED CONCRETE BOLTS @ 36" O.C. 12" I O REQUIRED BY LOCAL CONDITIONS DRYWELL I o 1 t� BEND AROUND UNDER STAIRWELL I I w w FOUNDATION WALL MAXIMUM FROM ENDS, 1 w CORNER R406.1 CONCRETE AND MASONRY FOUNDATION �J > > o �i CORNERS AND OPENINGS. I I w DAMPPROOFING.EXCEPT WHERE REQUIRED BY R406.2 FROST FOOTINGS 3' BELOW GRADE `G• Dr F. 8"X36" DEEP 1 m, mIII o 0 7" MINIMUM EMBEDMENT TO BE WATERPROOFED, FOUNDATION WALLS THAT POURED CONCRETE I Q Q I 1 v 8" POURED CONC. 8" POURED CONCRETE FOOTINGS Q �O` I LINE OF L = z o RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FOUNDATION WALL AND WALLS STEEL REINFORCED CHEEK WALL 1 o - Qo _ I .; 10 I FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM e I �i II O o JIII WALL ABOVE cD - � 1 Q Q I o I I 1 o N THE TOP OF THE FOOTING TO THE FINISHED GRADE. Q� L` co - x © I I o MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8 INCH �� 631-567-1307 ' .' `''' I wl o w o c� cn m PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR BASEMENT ENTRANCE ,�o � o ; OPEN CELLAR V) BEAM POCKET I '+ I EXTERIOR OF THE WALL. THE PARGING SHALL BE co I z' - w O (TYPICAL) 1 ''t 1 SIMPSON STHD14RJ DAMPPROOFED WITH A BITUMINOUS COATING,3 1165 BROADWAY AVE. I 1 I N 4" POURED CONCRETE z HOLDDOWN @ THIS POUNDS PER SQUARE YARD OF ACRYLIC MODIFIED 1/4" = 1'—O" SLAB ON 6 MIL VINYL 6'-4" 6 -6 6 -4" 1�_ CORNER. SEE DETAIL CEMENT, 1/8-INCH COAT OF SURFACE-BONDING HOLBROOK N.Y. 11741 VAPOR BARRIER ON 1 X ON SHEET (6 OF 7) MORTAR COMPLYING WITH ASTM C 887 OR ANY cg r 1 _ I '' 1 00 MATERIAL PERMITTED FOR WATERPROOFING IN R406.2. TTRIFARO@DTTDESIGNS.COM - IUj Li 4 POROUS TAMPED D r (3)-1 /4"X111 7/8" MICRO--ILA GIRDER/ CONCRETE WALLS SHALL BE DAMP PROOFED BY APPLYING ANY ONE OF THE ABOVE LISTED DAMP REVISION 0 WINDOW WELL AS o N 4'-O" I G -7" ~ 6'-7" 7'-4" I- - L- - -I L- - \ \ PER CODE 8310 I PROOFING MATERIALS OR ANY ONE OF THE WATER- d \ ':':• cv PROOFING MATERIALS LISTED IN R406.2 TO THE 00 I EXTERIOR OF THE WALL. I .:• I � o ti BEAM POCKET _ � I W o (TYPICAL) 1 I JL(3) F-,3,- "X1.1 1 7/8" MI ROFLAMg GIRDER 0 -� cv 3 1/2" DIAMETER v = ^I _ TYPICAL AT LAYOVERS: ,L Li- o - N I R408.1 VENTILATION.THE UNDER-FLOOR SPACE Q X10 0 STEEL COLUMN oN - o wI 00 • NAILING PAD WIDTH SHALL o� 00 o m 1 29 I BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE I I L _ _J L J - o 24'X24"X12"FOOTING o z CD 1 O STEPS / � EARTH UNDER IANYBUILDING(EXCEPT SPACE ACCOMODATE RAFTER CUT. I I NEW 2"X1 0" FLOOR _ x CONCRETE FO x o LADDER OCCUPIED BY BASEMENT)SHALL HAVE VENTILATION • �, --i PROVIDE GALVANIZED FRAMING I I JOISTS @ 16" O.C. p cel @) N @ TO CODE o OPENINGS THROUGH FOUNDATION WALLS OR CONNECTIONS AT NAILER p �I w � / EXTERIOR WALLS. THE MINIMUM NET AREA OF O524 I I I rj - EMERGENCY ESCAPE o VENTILATION OPENINGS SHALL BE AT LEAST 1 SQUARE TO RAFTERS. O I (D w III o cv � r - -I 1- - '/ & RESCUE WINDOW N FOOT FOR EACH 150 SQUARE FEET OF UNDER-FLOOR • REMOVE ASPHALT ROOFING O - o 00 — — AS PER CODE R310 SPACE AREA. ONE SUCH VENTILATING OPENING SHALL > #5 REBARS - 1 — _ — BE WITHIN 3 FEET OF EACH CORNER OF SAID BUILDING. MATERIAL IN AREA OF LAYOVER. a W @ 12" O.C. i 5/8" TYPE "X" � L (3)-1 /,j XJl 7/8" MICRO-I-LAMw GIRDER I 1 BILCO stakWEL' I • MAINTAIN VENTILATION. z I BEND AROUND GYPSUM BOARD o 1 MODEL#STKWL48. O CORNER I I ON WALLS & p x © -4' 6 -6" > 6 -4 I 48" WIDE X 73 1/2" R4o8.4 ACCESS.ACCESS SHALL BE PROVIDED TO ALL U F- w cn m UNDER-FLOOR SPACES.ACCESS OPENINGS THROUGHLU J 1 CEILINGS L� --13'-2 N O Q N 1 1 DEEP WITH A THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY R806.1 VENTILATION REQUIRED. 0 LU 1 BOILER o - ' J I 1 ,`: 1 40 1/4" PROJECTION o0 24 INCHES. OPENINGS THROUGH A PERIMETER WALL ~ 1 J m w o N w QII I I ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES Q z I SHALL BE AT LEAST 16 INCHES BY 24 INCHES. - I m I FORMED WHERE CEILINGS ARE APPLIED DIRECTLY g ao I SIMPSON STHD 1 4RJ SEE M1305.1.4 FOR ACCESS REQUIREMENTS WHERE d o SIMPSON STHD14RJ 1 a..; 1 0 o mw 1 1 HOLDDOWN @ THIS MECHANICAL EQUIPMENT IS LOCATED UNDER FLOORS. TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE I HOLDDOWN @ THIS I OT WATER `� cc o o o I CROSS VENTILATION FOR EACH SEPARATE SPACE CORNER. SEE DETAIL 'n CORNER, SEE DETAIL I i H TER III o _ L _ - - - - J I ON SHEET (6 OF 7) BY VENTILATING OPENINGS PROTECTED AGAINST THE Z ON SHEET (6 OF 7) o r ,:1: 8310.2.3 WINDOW WELLS.THE HORIZONTAL AREA OF ENTRANCE OF RAIN OR SNOW. VENTILATING 1 I in x @ 1 -+ - - - THE WINDOW WELL SHALL BEAMINIMUMOF9SQUARE OPENINGS SHALL BE PROVIDED WITH CORROSION- N cn I #5 REBARS FEET,WITH A MINIMUM HORIZONTAL PROJECTION AND RESISTANT WIRE MESH, WITH 1 /8 INCH (3.2 MM) DATE _1 U 3 -2 'X 10" 1— I @ 12" O.C. CO WIDTH OF AT LEAST 36 INCHES.THE AREA OF THE #5 REBARS 1 HEADER - 8 ' POURED WINDOW WELL SHALL ALLOW THE EMERGENCY ESCAPE MINIMUM TO 1/4 INCH (6.4 MM) MAXIMUM 9/5/2017 w O 1 BEND AROUND @ 12" O.C. Z1 1 NEW 2 'X10" FLOOR 2'X10 F.J. z I :`'. CONCRETE AND RESCUE OPENING TO BE FULLY OPENED. OPENINGS. BEND AROUND JOISTS @ 16" O.C. ,�III @ 16" O.C. 1 I FOUNDATION CORNER CORNER I 1 0 III x o I WALL 01 0l SCALE o I I I I R310.2.3.1 LADDER AND STEPS.WINDOW WELLS WITH TYPICAL AT LAYOVERS: 00 5'-0" 2'-0�' I 13'-2" 7'-4" 1` r 13'-2" I " 1 6'-4" i� MOISTURE CONTROL. AVERTICALDEPTHGREATERTHAN441NCHESSHALL * NAILING PAD WIDTH SHALL IN ALL FRAMED WALLS, AS NOTED 1 I BEAM POCKET I HAVE A PERMANENTLY AFFIXED LADDER OR STEPS I 1 USABLE WITH THE WINDOW IN THE FULLY OPEN ACCOMODATE RAFTER CUT. FLOORS AND ROOF/CEILINGS DRAWN BY (TYPICAL)-----,- ,� 1 POSITION. LADDERS OR STEPS REQUIRED BY THIS * PROVIDE GALVANIZED FRAMING COMPRISING ELEMENTS OF I SECTION SHALL NOT BE REQUIRED TO COMPLY WITH S.D. L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AT NAILER THE BUILDING THERMAL J I of SECTIONS R311.7 AND R311.8. LADDERS OR RUNGS CONNECTIONS in R _ ENVELOPE, A VAPOR RETARDER_ E _ TO RAFTERS. _ OF T LEAST 12 INCHES _ _ _ _ SIDE WIDTH A V AN IN _ _ _ _ � SHALL HAVE , _ _ _ _ _ _ _ _ _ _ CHECKED BY _ C C CD 8"X16" POURED CONCRETE FOOTING SHALL PROJECT AT LEAST 3 INCHES FROM THE WALL • REMOVE ASPHALT ROOFING SHALL BE INSTALLED ON THE \ 5 REBARS @ 12" O.C. #5 REBARS @ 12" O.C. AND SHALL BE SPACED NOT MORE THAN 18 INCHES WARM-IN-WINTER SIDE OF V.L. SIMPSON STHD14RJ `-# SIMPSON STHD14RJ MATERIAL IN AREA OF LAYOVER. BEND AROUND CORNER BEND AROUND CORNER ON CENTER VERTICALLY FOR THE FULL HEIGHT OF • THE INSULATION. HOLDDOWN @THIS UNEXCAVATED HOLDDOWN @ THIS o THE WINDOW WELL. MAINTAIN VENTILATION. PROJECT NAME o CORNER. SEE DETAIL I o o I CORNER. SEE DETAIL 4" POURED CONCRETE I ON SHEET (6 OF 7) 4"X4" A.C.Q. POST ON SLAB ON 4" WELL ON SHEET (6 OF 7) r SIMPSON CBS044-SDS2 TAMPED POROUS FILL GALVANIZED POST BASE - CONTINUOUS RIDGE V c° PROVIDE 1 ' MINIMUM ENT TYPICAL RIDGE BEAM .: .. .:v.... ., .•+. , .�• r. • ' t . ..,:� . .. .. ,,. .. .,. :.'., •, '• : ::�.: .'. AS PER PLAN CLEARANCE BETWEEN 2"X6" COLLAR TIE INSULATION AND ROOF AT EVERY RAFTER 8"X36" EEP POURED SHEATHING (UPPER 1/3rd OF ATTIC) CONCRET TRENCH FOOTING 6„ 6" 7'- -0 7'-0" 7'-0" - r--� 7'-O" 7'-O" 6'-0 7'-0 6'-0" 2'-0" 5 -0 2'-0 35'-0 ATTIC r--� Ir 45'-0 A-A O 4 of s (R-49) BATT N PLAl�I USE JOIST HANGERS 1/49' = 1'-O" INSULATION ®uNDATI® ON ALL CONNECTIONS � �{ RAFTERS AS 12" NEW 2"X8" CEILING PER PLANS W O 12 JOISTS @ 16" O.C. ASPHALT ROOFING NOTE: INSTALL (R-30) BATT O INSULATION IN CEILINGS. THEN lull 8 1/4" (R-30 C) OVER 30# FELT ON 0 4" VENT INSTALL (R-19) OVER, BATT INSULATION 1/2" CDX PLYWOOD 00 III ROOF PERPENDICULAR TO BEDROOM of CL. SNOW & ICE (R-30) BELOW, cc SHIELD ALL EAVES N RAFTER STRAPS- SIMPSON 12 BUILD KNEE WALL 24" & VALLEYS 24" MIN. RIDGE VENT TYP. OR LSTA-24 PER R.R. 4- TO ACCOMODATE ASEPER R. BELOW) f 905.2.7.1 --1-- — —� --� AS PER OWNER (R-49) BATT RAFTER SPAN NEW 2"X10" FLOOR (R-49) BATT I3 I I DOOR SHINGLES # AS PER OVER INSULATION JOISTS @ 16" O.C. INSULATION 2"X6" BOARD ( 1I RIDGE (REFER110, 11I1/2- I2" 1 1/2•' TO PLANS) 1/2" CDX PLYWOOD SHEATHING SOFFIT VENT SEAL 12" VINYL 191, (TYPICAL) PROVIDE SIMPSON SOFFIT 1/2" G.W.B. FIREBLOCKING AS 1/2" G.W.B. ROOF RAFTERS LSSU210 CONNECTORS PER CODE WALLS & WALLS & BEARING WALL: REFER TO PLANS TO FACE IS 10-10dx1-1/2" NAILS (SEE NOTE) CEILINGS VINYL SIDING OVER ( ) 8" PERMA CEILINGS CATS AT MID '•. '�:...� COLUMN MASTER DINING ON 1 2 CDX PLY. SECOND FLOOR TO JOIST IS 7-10dx1-1/2" NAILS CAST HEIGHT MASTER TYVEC HOUSE WRAP h` n ,/2•� 3" , ,/2�� DF/SP-2295 C.O. SPF/HF=1930 SUITE BATH ROOM ON 2"x4" STUDS 3 COVERED BEARING WALL: @ 16 O.C. ' PORCH CATS AT MID `/ 3 1/2" (R-15) �1/2 q 3/4" T&G NEW 2"X10" FLOOR HEIGHT BATT INSULATION F F BRICK PLYWOOD (RINSU BATT „ r — 7 - - — T T — --) — ____. � � — � P\� �0� JOISTS @ 16" O.C. INSULATION (2)-� X6" A.C.Q. ATTIC SPACE PAVERS SUBFLOOR PLATES W 5/8" DIA. CUT BACK PLYWOOD 1/2" ANCHOR BOLTS @ SHEET TITLE 1I1/2" 1 1/2' 2'• , 1/2" 1 1/2" I2' 1I1/2" 1 1/2" MIN. TO ALLOW FOR AIR 36 O.C. FLOW _ FOUNDATION KITCHEN SINK I FIREBLOCKING AS FIREBLOCKING AS WASHER DISH 4" POURED (2)-1 3 4"X11 7 8" PER CODE PER CODE BITUMINOUS wnsHER HALL BE "RIDGE FILTER NOTE: RIDGE STRAP NOT REQ D WHEN CONCRETE MICRO-LAM® GIRDER (SEE NOTE) (SEE NOTE) DAMPROOFING & SECTION SHOWER NOTE. ROOF VENTS C° SLAB o , FIRST FLOOR SHINGLE VENT AS MANUFACTURED BY 2X6 COLLAR TIE IS LOCATED WITHIN OPEN CELLAR 2• 2• 1 1/2" 2" 3" 1 1/2^ 2- 3" 1 1/2" 1 1/2" 'AIR VENT INC.' (A CERTAINTEED C0.) - OR THE UPPER 1/3 OF THE ATTIC SPACE I C•a• C.O. APPROVED EQUAL. INSTALL IN ACCORDANCE AND ATTACHED TO THE R.R. AT 16" O.C. 4" POURED CONCRETE 3 1/2" DIAMETER 8" POURED CONC. JOB NUMBER REFER TO TABLE 3.4 AS PER THE 8 X36 ' DEEP STEEL COLUMN ON 3" WITH MANUFACTURES SPECIFICATIONS. ( ) � POURED CONCRETE • SLAB ON 6 MIL VINYL ';•• FOUNDATION WALL 3" COLOR TO MATCH NEW ROOF SHINGLES. 2015 WFCM TRENCH FOOTING VAPOR BARRIER ON 4" 24"X24"X12" POURED 2013-10 WELL TAMPED POROUS FILL CONCRETE FOOTING 8"X16" POURED 3" FAI CONCRETE FOOTING TO APPROVED RIDGE VENT / STRAPPING DETAIL C.O. SANITARY SYSTEM SHEET NUMBER USE ST HANGERS HOUSE TRAP N.T.S. SECTION A A ON A'JOICONNECTIONS 1/4" = 1'-O" 5 O F / PLUMBING DIAGRAM iv.•r.s. 7 FOUNDATION FLOOR TO FLOORWALL TOTYPICAL FRAMING DETAILS TYPICAL WALL FRAMING DETAILS CONNECTIONS CONNECTION ARCHI&CTURE CONSULTING VINCENT LUCARELLI A.I.A. TWO 2" X 4" TOP PLATES DOUBLE TOP PLATE 9 KIRKLAND DRIVE *Minimum of 2"x4" WOOD STUDS OR POST eeien bon GREENLAWN,N.Y. 11740 diameters to Threaded Studs loaade.Thistle TWO 2" X HEADERS 631-567-1307 o ° Rod distance Is ° ° designed Into holdown. Floor Joist Distance be CONTINUOUS RIDGE VENT- LOW PROFILE irxxe=W without INSTALL AS PER MANUF. SPECIFICATIONS ° °° load capacity,ity, 2"x4" SCABBED TO BOTTOM RAFTER STRAPS- SIMPSON LSTA-24 AT FOR BOTH SLAB & ° paths in�p prodded EVERY RAFTER— NAILED NTH 10D BOX NAILS G' Woshere anchor nut is EACH SIDE IN ACCORDANCE WITH TABLE 3.6 WFCM FOUNDATION WALLS ° ° not over-torqued, RO USE SIMPSON STHD14RJ—� ° o which coda aprt U(iy FILTER O+ @ CORNERS OR NAILED tiro stud. OP4 RIDGE/ STRUCTURAL RIDGE (REFER TO PLANS) WHERE INDICATED ON ° ° PORTION OQ�Q /V(; WOOD HEADER WOOD BEAM ° Simpson Strong—Tie NOTE: • '1/�// REFER TO FLOOR PLAN ROOF RAFTERS(REFER TO PLANS) �` PLAN. ° HDU7 Between floors This detail eliminates cripple NOTE: 6�0° NQ .`� o ° Simpson Strong-Te StUdS above opening. 0/Q O14/ ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER Sim At foundation BOTTOM OF ALL DOOR (�'R� 15#FELT PAPER OVER 1/2"COX PLYWOOD SHEATHING 631-567-1307 o ° HD8 & WINDOW HEADERS TO LINE UP. AR 2 2X4" JACK STUDS NAILED IN ACCORDANCE WITH SPECIFICATIONS ON SHEET T2 CORNER HOEDOWN �4t�_ 1)-2"X4" KING STUD °° °° 2"x4" SILL PLATE SCALE : N.T.S. 2"X4" BEARING WALL — HEADER DETAIL (TYPICAL TO BOTH SIDES) /2"J L1/2" q,R 0 1165 BROADWAY AVE. DIAGONAL BRACING °° °° FLOOR—TO—CEILING TIE DOWN FOR PSR ATTIC SPACE HOLBROOK, N.Y. 11741 CONTINUOUS LOAD PATH CORNER ASSEMBLY CUT BACK PLYWOOD SHEATHING 2"X4" TOP PLATES OVERLAP AT 1/2" MIN. TO ALLOW FOR AIR FLOW TTRIFARO@DTTDESIGNS.COM CORNER LOCKING WALLS TOGETHER NOTE: ROOF VENT SHALL BE " RIDGE FILTER SHINGLE VENT" AS SPAN MANUFACTURED BY 'AIR VENT INC.' (A CERTAINTEED CO.) — OR REVISION CLEAAPPROVED EQUAL. INSTALL IN ACCORDANCE WITH MANUFACTURES R MUM SPECIFICATIONS. COLOR TO MATCH NEW ROOF SHINGLES. \\ 1 RIDGE VENT DETAIL W F-- r �\ o ' TMP. 12" 0 - SIMPSON MIN. \ i° �- STRONG-TIE CS16 CUT 30" MIN. ONE #5 INSTALL @ LENGTH REBAR �� ;;L�• '�REBAR EACH STUD 2"X4" WALL STUDS LENGTH IN SHEAR W ni ` CONE NAILING ! AS PER ' 12" MIN. TABLE 3.413 TOP PLATE FRAMING DETAIL INSIDE CORNER 0 CS-20(SIMPSON) 1/2" MIN. REBAR RIDGE STRAPS Z U FROM LENGTH \�Q 90 �� W a- •d lv CORNER NOTE: TYPICAL � SPAN G� JPS � CONTRACTOR TO VERIFY VARIES O EXISTING FIRST FLOOR IS CONNECTIONSU TRONG—TIE STI-ID 14RJ ANCHORED TO FOUNDATION HIP AND VALLEY RAFTER STRAPPING TO BE ��O�PJ��— — LU 0 SIMPSON S AS PER THE 2007 IN ACCORDANCE WITH THE WFCM 2001. PROVIDE SIMPSON "HW" HANGERS OR EQUAL. ROOF SHINGLES AS PER OWNERS SPECIFICATIONS OVER @ I— AUPLIFT CONNECTION SCALE : N.T.S. RESIDENTIAL CODE OF 15#FELT PAPER OVER 1/2"COX PLYWOOD SHEATHING Q NEW YORK STATE. NAILED IN ACCORDANCE WTH SPECIFICATIONS ON SHEET T.2 0 CONTRACTOR IS RESPONSIBLE FOR 2"X6" HANGER LU26 PROVIDE ICE SHIELD TO 24" INSIDE CL EXTERIOR IN ACCORDANCE WITH 24 MIN. � ADDING EXTRA ° (2)2"X6" HANGER LUS26-2 SECTION 905.2.7.1 (NYS CODE) R.905.2.7.1 STRAPPING AS TYP. 12" , 2"X8" HANGER LU28 2"X-- R.R. @ 16" O.C. Id REQUIRED. PROVIDE MIN. 1" MIN. (2)2"X8" HANGER LUS28-2 REFER TO FLOOR PLANS FOR SIZE H7(SIMPSON) RAFTER END DISTANCE 2"X10" HANGER LU210 S21 (2)2"X10" HANGER LUS210-2 RAFTER VENTS AS REQUIRED TO WALL CONNECTION REFER TO TABLE • 2"X12" HANGER HUS210 1/2" EXT. GRADE PLYWOOD JOIST HANGER (2)2 X12" HANGER HUS210-2 ATTIC SPACE WITH 15# FELT PAPER (TYP.) NAILING DATE 3.4B FOR AMOUNT °° R-30 BATT INSULATION IN BETWEEN C.J. AS PER TABLE 3.413 OF SPECIFIED NAILS JOIST OR NOTE: FOR ALL OTHER JOIST TCH 9/5/2017 2"X4" WOOD STUDS OR POST IN EACH END RAFTER HANGERS REFER TO THE PEER FOOT MMIN.) PITCH. GUTTERS WTO iDOWN(SPOUTS SIMPSON CATALOG DIRECTLY. (MIN.) PROVIDE HEADER @9S APPROVED EQ. MAY BE SUBSTITUTED CONTRACTOR TO LOCATE 4 CALE N.T.S. USE 'F' CHANNEL ®WALL SIMPSON HURRICANE/SEISMIC STRAPS ATTACHMENT SCALE ALL JOIST OR RAFTERS INTERSECTING SEE STRAP SCHEDULE SEE DETAIL ALL HORIZONTAL / ( B - PRE-PRIMED FASCIA SHEATHING SEAMS AS NOTED ®I TYPICAL HDU8 HOEDOWN INSTALLATION W ABEAM OR GIRDER SHALL USE AN FOR SOFFIT VENT TMP.) AS PER BOARD—WRAP W/ ALUM. IWITH SSTB ANCHOR BOLT. WASHERS APPROVED SII',PSON JOIST HANGER TYP. PLANS TYP. THROUGHOUT AT EXTERIOR WALLS ® ARE NOT REQUIRED AT THE BASE. SIMPSON STRONG—TIE LSSU28 R-15 "OWENS CORNING" CONT. VINYL SOFFIT TO BE BLOCKED FOR BOTH SLAB & ® RAFTER TO HIP/ VALLEY FACE MOL7NT JOIST HANGER INSULATION OR EQUAL VENT TYP.—WRAP ALUM. DRAWN BY FOUNDATION WALLS ® OVER VINYL SOFFIT TMP. INSTALS.D. ® SCALE : N.T.S. SCALE : N.T.S. SEAMS DO NOT SHEATHING FAL SO ON A RAFTER TO WALL INTERIOR EXTERIOR USE SIMPSON HDU8 SIDING AS PER OWNER 2"X4" WOOD STUDS ® i6" D.C. FLOOR CONNECTIONS @ CORNERS OR ® 1/2" RIGID INSULATION BOARD (R-3) CHECKED BY WHERE INDICATED ON , "TYVEK" HOUSE WRAP OR EQUAL USE JOIST HNGRS. PLAN. NAILING REQUIREMENT 1/2" GYPSUM WALLBOARD 1/2" EXT. GRADE PLYWOOD V.L. 2"x4" SILL PLATE CONNECTION @ ALL FLUSH .GIRDER / FLR JOIST CON. NOTCHED ROOF SOFFIT DETAIL STUD TO SILL PLATE PROJECT NAME F `= RAFTERS–TRUSSESTABLE 3.413 UPLIFT STRAP CONNECTION REQUIREMENTS 2 SSP FASTENER THREADED ROD THROUGH FLOOR STRUCTURE & (ROOF–TO–WALL, WALL–TO–WALL, AND WALL–TO–FOUNDATION) ANCHOR BOLT INTO FOUNDATION (2) 2"X4" TOP PLATES FASTEST MILE WINDSPEED (MPH) COUPLER NUT 90 100 110 E120 NOTE: NUMBER OF 8d COMMON NAILS IN EACH REFERENCE TABLE 3.413 MIN. NAILING FRAMING SPACING (IN.) ROOF SPAN (FT.) END OF 1-1/4" x 20 GAGE STRIP 5/8" 0 SIMPSON 12 1 1 2 1 2 BP ANCHOR BOLT 16 t 1 2 1 2 BP (SIMPSON) ANCHOR 7" MIN. EMBEDMENT IN POURED CONCRETE 15" �` SIMPSON H7Z SEISMIC 2O 1 2 2 2 BOLTS: 5/8" @ 23" O.C. MIN. EMBEDMENT IN C.M.U. AND HURRICANE TIE OR 12 24 1 2 2 3 SIDING AS PER OWNER HOLD 6"-12" OFF EACH v PROVIDE 3"x3" WASHERS EQUAL. SEE STRAP SCHEDULE 28 1 2 2 3 1/2" RIGID INSULATION BOARD (R-3) END OF EACH SILL PLATE. O � a A FOR NAILING REQUIREMENTS 32 1 11 2 11 3 3 "TYVEK" HOUSE WRAP OR EQUAL • 'a 36 2 2 3 3 1/2" EXT. GRADE PLYWOOD 2"x4" WOOD STUDS 0 16" O.C. HRRINAILING a SEISMIC / CJCANEE TISECOND 3/4" T&G PLYWOOD SUBFLOOR AS PER TABLE 3.413 I--I RAFTER TO WALL 12 1 2 2 2 FLOOR F 2"X4" BASE PLATE 16 1 2 2 3 WALL STRAPS— SIMPSON CS-20, 1 1/4" STRAP ET1 O w FOR ROOF RAFTER TIE DOWN TO ANCHOR �I..� ROOF RAFTER TO WALL STUD-MiN.NAILING 20 1 2 2 3 AT EVERY STUD- NAILED WITH 1LE 80X BP (SIMPSON) ANCHOR ~J SIMPSOI�T STRONG—TIE HDU8 ACCORI)INO TO TABLE 3.413 WFCM 16 NAILS IN ACCORDANCE WITH TABLE 3.4 B WFCM 24 2 2 3 3 (SEE STRAP SCHEDULE) BOLTS B SCALE N.T.S• 38 2 2 3 4 FLOOR/ CEILING JOISTS AS PER FLOOR PLANS •5/8' 23" O.C. O BLOCKING (TYPICAL) (z) z"x4" CONTINUOUS TOP PLATES 7" MIN. EMBEDMENT IN ,I 36 2 1 3 4 4 POURED CONCRETE 15 ° QQ EXTERIOR Ir N SIDING GPER OWNER FIRST 1/2" RIGID MIN. EMBEDMENT IN C.M.U. D INSULATION BOARD (R-3) PROVIDE 3"x3" WASHERS ROOF FRAMING DOUBLE TOP PLATE FLOOR "TYVEK" HOUSE WRAP OR EQUAL 1/2" EXT. GRADE PLYWOOD #5 REBAR 6" FROM TOP #5 REBAR @ 48" O.C. R-15 "OWENS CORNING" OF POURED CONCRETE VERTICALLY FOR 8' INSULATION OR EQUAL FOUNDATION WALL RUN HEIGHT FOUNDATION WALL 2"X4" WOOD STUDS OR POST t INTERMEDIATE FLR. DETAIL HORIZONTALLY AND INSTALL 0 0 —CRI LE ST S— 3 BELOW ANCHOR BOLTS HOOKED #5 REBAR © 40" O.C. SEAL I FOR 9' HEIGHT FOUNDATION WALL o - S-IMPSON H7 01 0 o TIE REQUIRED TYPICAL WALL DETAIL ;1 FOR BOTH SLAB & 0 ° SIMPSON _ @ EACH STUD os FOUNDATION WALLS STRONG—TIE CS16 m 0 INSTALL @ -I HEADER USE SIMPSON HDU8 _ �, SCALE : N.T.S. ! © CORNERS OR o EACH STUD (SEE PLAN FOR . WHERE INDICATED ON m, EXACT SIZE) PLAN. FRAMED OPENING FOR II f / NEW WINDOW (OR FULL LENGTH TYPICAL FRAMING DETAILS C / EXTERIOR DOOR) WALL STUDS PRESSURE—TREATED BARRIER MAY BE TOTE: le 6'-0" OR GREATER d NOTE: REQUIRED SE 1/2" PLYWOOD PANEL UPLIFT CONNECTION IS REQUIRED ' 2"x4" SILL PLATE TAINED OR PAINTED TMP. _ _ _ _ _ _ _ _ _ _ AT EACH END OF HEADER AND SSPANOUTERONLYD OF SHEET TITLE IT — TI— — AT BOTTOM OF HEADER STUDS IN HOLE EDGE TABLE RR301.2.1.2 ADDITION TO CONNECTORS AT DISTANCE >5/s" WINDBOURNE DEBRIS PROTECTION FA°NTNG SCHEDULE NaI"R I I WALL STUDS AND AT TOP AND NOTCH HOLEO DETAIL FOR WOOD STRUCTURAL FELS I �ql\INEC� � � I IBOTTOM OF CRIPPLES /DEPTH<1 4dFASTENER 'ACING II I I SINGLE STUD THREADED ROD THROUGH FASTENER OUTER 1/3 OF TYPE PANEL 4 FT < 6 FT < I I I I I I SPAN ONLY STUD <�/5d S H E ET SPAN PANEL SP PANEL SPAN 1/4 JOIST DOUBLE STUD FLOOR STRUCTURE OR < 4 FT < 6 FT < 8 FT DEPTH, MAX 0 - ° 4 ANCHOR BOLT INTO FOUNDATION PLATE 2 1/2" #6 16 12" 9' 1/3 JOIST 2" MIN y JOB NUMBER WD SCREWS DEPTH, MAX SIMPSON STRONG—TIE HDU8 HOLE EDGE EXT. WALL TO FOUNDATION 2 1/2" #8 16" 16" 12" a °d °'O DISTANCE >5/8" WD SCREWS e 1/3 JOIST 2013-10 C ° . d DEPTH, MAX 1/6 JOIST SCALE : N.T.S. d d °. a;a. DEPTH, MAX REMOVABLE PLYW(pD °" • ° ` ° � STTJD NOTCHING AND DEBRIS PROTECTIOZ SHUTTER SOLID SAWN JOIST, RAFTER NOTCHING BORING LIMITS SHEET NUMBER TYPICAL FR.AMII--TG AND UPLIFT CONNECTIONS FOR OPENINOS AND BORING LIMITS SCALE : N.T.S. SCALE : N.T.S. acs: x.r.s. SCALE 60F7 GENERAL NOTES GLASS WINDOWS AND DOORS NOTES & SPECIFICATIONSIT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. NO WORK TO START UNTIL APPROVED PIANS ARE OBTAINED FROM THE BUILDING DEPARTMENT. 1. ALL GLASS TO BE DOUBLE-INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER CLEARANCES ARE PROVIDED. SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK. STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. ARCHITECTURE 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY GLASS UNIT INSTALLED WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED THESE PLANS HAVE BEEN PREPARED TO THE BEST OF OUR ABILITY WITH THE & 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES AND AUTHORITIES HAVING JURISDICTION. GLASS, UNLESS OTHERWISE NOTED. 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY OF THE OWNER/BUILDER. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. INFORMATION AVAILABLE TO US. DUE TO THE NATURE OFA RENOVATION/ CONSULTING ADDITION TO AN EXISTING STRUCTURE THE ARCHITECT MUST BE NOTIFIED FOR 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE. ANY REVISIONS, STRUCTURAL MODIFICATIONS OR SUPPORT REQUIREMENTS VINCENT LUCARELLI A.I.A. WITH THE WORK. 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR ANY OTHER TYPE OF GLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. RESULTING FROM UNFORSEEN CONDITIONS SUCH AS EXISTING COLUMNS, 9 KIRKLAND DRIVE 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE UNLESS APPROVED BY THE ARCHITECT/ENGINEER. 7, ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. DUCTS, PIPING, ECT. ENCLOSED IN EXISTING WALLS, CEILINGS, ETC... G.C. GREENLAWN,N.Y. 11740 7, CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS BEFORE THE START OF FRAMING. TO CONTACT R.A. UPON ANY UNFORSEEN CONDITIONS ARISING. 631-567-1307 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS SHOULD BE GUARANTEED BY THE MANUFACTURER FORA PERIOD OF 5 YEARS. 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL- CODES. 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS; TAKE PRECEDENCE. THE CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT R301 .2( l ) CLIMATIC AND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL. AREA, AND EGRESS REQUIREMENTS. GROUND SNOW WINDSPEED SEISMIC GEOGRAPHIC DESIGN CRITERIA TEMPIG�F) LAYMENT LOAD (K) (MPH) (E) DESIGN FROST FLOOD AIR FREEZING 11. THIS SET OF DRAWINGS ARE THE PROPERTY OF DTT DESIGNS, INC. & VINCENT LUCARELLI, A.I.A. ARCHITECT AND SHALL NOT BE ALTERED OR BE CATEGORY (G) WEATHERING LINE DEPTH TERMITE DECAY HAZARDS INDEX (J) Dr F,<0 REPRODUCED WITHOUT WRITTEN PERMISSION OFVINCENT LUCARELLI, A.I.A. (36" FROM REQUIRED (A) (B) (C) (D) SOFFIT) (I) (H) � GYPSUM WALL BOARD FOR SI: 1 LB/SQ.FT. = 0.0479 KN/M? 20 140 C SEVERE 11 MODERATE SLIGHT TO o YES NO 599 Q 0 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS RESPONSIBLE FOR DESIGN INTENT ONLY. 1 MILE PER HR = 1.609 KM/HR. , 36" TO HEAVY MODERATE 2!� 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT COMPOUND METHOD. �` 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY CLEAN AT ALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLESS OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN 631-567-1307SHALL BE FILLED IN WITH THE WEATHERING INDEX E NEGLIGIBLE", "MODERATE", OR "SEVERE" FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP FIGURE R301.2(3)]. 0 AND LEAVE WORK BROOM CLEAN. RUBBISH, WASTE MATERIALS, TOOLS, ETC., CLEAN GLASS WHERE DEEMED APPLICABLE. THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C145, C 216, OR C 652. -41 1165 BROADWAY AVE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO B. THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. � AND ORDINANCES. EXTEND THREE FEET IN EACH DIRECTION BEYOND THE UNIT(S). ALSO AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "VERY HEAVY", "MODERATE TO HEAVY", "SLIGHT TO MODERATE", OR "NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE HOLBROOK N.Y. 11741 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER ON WOOD FRAME, INSTALL CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. R301.2(6) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. D. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "MODERATE TO SEVERE", "SLIGHT TO MODERATE", OR "NONE TO SLIGHT" IN ACCORDANCE WITH FIGURE R301.2(7) COMPLETION OF PROJECT. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. TTRIFARO@DTTDESIGNS.COM 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ALLOW 24 HOURS TO DRY BETWEEN COATS. FINAL COAT TO BE SANDED SMOOTH. E. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP [FIGURE F301.2(4)]. WIND EXPOSURE CATEGORY SHALL BE AGAINST ALL CLAIMS, DAMAGES, LOSES AND EXPENSES, INCLUDING ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTION R301.2.1.4 OF THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR F. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE "WINTER DESIGN DRY-BULB TEMPERATURE" DETEMINED FROM TABLE N1101.2. REVISION DEATH OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION R301.2.2.1 (B) IS CAUSED IN WHOLE OR IN PART BY ANY NEG;LIGENT ACT OR OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR H. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH A THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM DATE OF ADOPTION OF THE FIRST INDIRECTLY EMPLOYED BY ANY OF THEM, OR ANYONIE FOR WHOSE ACTS ANY OF THEM MAY BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS CAUSED IN CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS) ( W PART BY A PARTY INDEMNIFIED HEREUNDER. ). (B) THE DATE(S) OF THE CURRENTLY EFFECTIVE FIRM AND FBFM, OR OTHER FLOOD HAZARD MAP ADOPTED BY THE r 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF (CONSTRUCTION INCLUDING BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ASPHALT ROOFING SHINGLES - R905 COMMUNITY, AS MAY BE AMENDED. Q I. IN ACCORDANCE WITH SECTION R905.2.7.1,R905.4.3,R905.5.3,R905.6.3,R905.7.3 AND R905.8.3, FOR AREAS WHERE THE AVERAGE DAILY TEMPERATURE IN JANUARY IS 25•F (-4°C) OR LESS, OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN AUTHORIZATION �j OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THEY ARE ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, WHERE THERE HAS BEEN A HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING, THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "YES". OTHERWISE, THE N OF THE ARCHITECT/ENGINEER. 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-CLASS-A ASPHALT ROOFING SHINGLES OR APPROVED EQUAL. JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "NO". J. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX (BF-DAYS) FROM TABLE R403.3(1). 2SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NOTED. ALSO APPLY GAF-WEATHER-WATCH ICE AND WATER BARRIER 2 KTHE GROUND SNOW LOADS TO BE USED IN DETERMINING THE DESIGN SNOW LOADS FOR ROOFS ARE GIVEN IN FIGURE R301.2(5) FOR SITES AT ELEVATIONS UP TO 1000 FEET. SITES AT W . K.19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 0 PERTAINING ARE TO BE FIELD VERIFIED. FEET FROM EAVES, VALLEYS, AND FLASHING. ELEVATIONS ABOVE 1000 FEET SHALL HAVE THEIR GROUND SNOW LOAD INCREASED FROM THE MAPPED VALUE BY 2 PSF FOR EVERY 100 FEET ABOVE 1000 FEET. O 20. CONTRACTOR TO REMOVE & RELOCATE AS REQUIRED ALL EXISTING WORK WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF CONSTRUCTION. Z V 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS, UNLESS NOTED OTHERWISE. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. SECTION R-310 EMERGENCY ESCAPE / RESCUE OPENINGSa W 22. PROVIDE FIREBLOCKING AS PER RESIDENTIAL CODE OF NEW YORK STATE, SECTIONS; R302.11 THROUGH R302.14 5. NAILING OF ROOFING SHALL BE TO THE 2015 INTERNATIONAL RESIDENTIAL CODE. 9Z R310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A NET CLEAR U O OPENING OF NOT LESS THAN 5.7 SQUARE FEET. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SCHEDULE ABBREVIATIONS (- SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUEABBREVIATION DESCRIPTION WW 0 SITE WORK OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24" AND THE W NET CLEAR WIDTH SHALL BE NOT LESS THAN 20". ALUM. ALUMINUM Q FOUNDATION, CONCRETE, AND MASONRY 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR, OR BY QUALIFIED SUB-CONTRACTOR. FF FACTORY FINISH 0 MAX. SILL HT. 44" A.F.F. WINDOW AND DOOR NOTE: H.M. HOLLOW METAL 0- 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. NAT NATURAL - REF SPECS THE SUB-CONTRACTORS IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. SEE SHEER-WALL DETAILS ON DETAIL 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING NET CLEAR OPENING OF 5 SQUARE FEET. SHEET, FOR ALL WALLS NEXT TO WINDOWS LAM LAMINATED GLASS O r- 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL. SITE. STOCKPILE ALL EXCAVATED MATERIALS. MINIMUM OPENING HEIGHT. THE MIN. NET AND DOORS, WHERE THE DISTANCEZ TEMP TEMPERED GLASS 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS CLEAR OPENING HEIGHT SHALL BE 24" MIN. BETWEEN THE R.O. AND CORNER PT. PAINT 3. SOIL TO HAVE MINIMUM BEARING CAPACITY OF (1) TON/SQ. FT. UNSUITABLE FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. MINIMUM OPENING WIDTH. THE MIN. NET OF STRUCTURE IS LESS THAN 27". GWB GYPSUM WALL BOARD 4. FOOTINGS TO REST A MINIMUM OF 3'-0" BELOW GRADE, UNLESS OTHERWISE NOTED. CLEAR OPENING WIDTH SHALL BE 20 INCHES. DATE 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. OPERATIONAL CONSTRAINTS. EMERGENCY ESCAPE AND 9/5/2017 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. RESCUE OPENINGS SHALL BE OPERATIONAL FROM THE INSIDE OF THE 6, NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL 1ST TIER OF FRAMING IS IN PLACE. ROOM WITHOUT THE USE OF KEYS OR TOOLS. ELECTRICAL - CHAPTER 34 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE R303.1 HABITABLE ROOMS. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH SCALE 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. AGGREGATE GLAZING AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA 1. AT LEAST ONE WALL-SWITCH-CONTROLLED LIGHTING OUTLET TO BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR SIDE OF EACH OUTDOOR OF SUCH ROOMS. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, AS NOTED 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. EGRESS DOOR HAVING GRADE LEVEL ACCESS. LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH R403.1.6 IN THE 2015 INTERNATIONAL RESIDENTIAL CODE. 2. ELECTRICAL SWITCHES FOR STORAGE SPACES ARE TO BE PLACED OUTSIDE THESE SPACES AT THE POINT OF ENTRANCE AS PER E,3803.4 SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY DRAWN BY 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 4,000 P.S.I. 3. GFCI ARE TO BE PROVIDED AS PER E3802. CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MIN. OPENABLE AREA TO THE 11. CONC. SLABS TO REST ON MIN. OF 6" FINE G;RAVEL OR SAND WITH 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER OCCUPIED SPACE. OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. S.D. 12. FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. 2.1 GENERAL LOADS EXISTING CONDITIONS CHECK LIST CHECKED BY 13, BRICK VENEER TO BE ANCHORED WITH (1) WALL TIE PER (3) SQ. FT. The structure shall be anchored to the foundation system to resist the loads in Table 3 and to comply with the hold down requirements 140 MPH EXPOSURE B WIND ZONE V.L. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WIEEP HOLES, MAX. 4'-0" O.C., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. in Section 4.3.For pile and girder foundation systems or pier and beam foundation systems that support the floor joists on top of the (�] THE EXISTING MECHANICAL SYSTEM IS ADEQUATE girder or beam the Stem wall foundation loads in Table 3 shall be used.When the floor joists are hung on the sides of the girder or beam TO HANDLE THE ADDITIONAL LOADS IMPOSED BY g j g g CHOOSE ONE THE NEW ADDITIONS) / ALTERATION(S) Table 13. Percentage of Full-Height Sheathing in Maximum Building Dimension (L) PROJECT NAME 15. APPLY (1) COAT OF TAR BASED WATERPROOFNG TO EXTERIOR OF FOUND. FROM FOOTING TO 2" ABOVE FINISH GRADE. with proprietary joist hangers,the Slab-on-Grade loads in Table 3 shall be used.Ledgers are NOT permitted. [ ] THE EXISTING MECHANICAL SYSTEM WILL BE 16. NO CONCRETE OR MASONRY WORK IS TO BE (PERFORMED IN TEMPERATURES OF 40 DEG. F AND FALLING, UNLESS APPROVED BY Table 3. Stemwall Foundations' UPGRADED To ___ ________ ARCHITECT/ENGINEER. NO CONCRETE SHALL l�E PLACED ON FROZEN SURFACES. (EG. OIL FIRED HOT AIR UNIT-GAS FIRED HYDRONIC...) Exterior WOO Structural Panel Foundation Anchorage loads 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE. UNLESS SPECIFIED BY ARCHITECT/ENGINEER. Building Aspect Ratio (L/W) [V]/ THE EXISTING ELECTRICAL SERVICE IS ADEQUATE Sheathing Sheathing Slab-on-Grades FOR PROPOSED ADDITION(S) / ALTERATION(S) 18. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS ,AND FOUNDATION WALLS AND WHERE EVER APPLICABLE. Raised-floor 1.00 1.25 1.50 1.75 2.00 2.25T2.50 2.75 Foundations" CHOOSE ONE Type (Exterior Wall Sheathing per 4.3) � Lateral [ ] THE EXISTING ELECTRICAL SERVICE IS TO BE Foundation Uplift 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATIO1N FOOTINGS ARE TO BE A MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. (plf) Nail Type Shear I UPGRADED TO ____________________ 8d 8d 8d PROVED TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. supporting: (plf) (plf) THE EXISTING SANITARY SYSTEM IS ADEQUATE Common Common Common 20. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIRCONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT OR Roof Ceiling (�] , TO HANDLE THE TOTAL � OF BEDROOMS PROPOSED Edge Nail Spacing 6" O.C. 4" O.C. 3" O.C. and One Floor 192 129 218 273 327 382 436 491 545 600 730 CHOOSE ONE (AS PER S.C.B.O.H. REGULATIONS) MORE THAN 7 PERCENT AS PER TABLE R402.2 21. CONTRACTOR TO PROVIDE CONCRETE DELIVERY' ROOF,Ceiling [ ] THE EXISTING SANITARY SYSTEM WILL REQUIRE Feild Nail Spacing 12" O.C. 12" O.C. 12" O.C. SLIP TO HOMEOWNER TO VERIFY 4,000 P.S.I. WAS RELIEVED. 119 129 327 409 491 572 654 736 818 899 730 S.C.B.O.H. APPROVAL FOR THE INCREASE of Hold Down and Two Floors BEDROOMS Bottom Plate-to-Floor 'For Non-loadbearing walls,uplift connections need not exceed 60 plf. (See Details) 436 plf 590 plf 730 plf [ ] THE EXISTING RESIDENCE IS CONNECTED TO Shear Connection 2 Shear connection requirements in the maximum building dimension(L)need not exceed the tabulated values for L/W=1.00. THE SEWER DISTRICT (PROOF REQUIRED) (16d Common Nails) (3 /ft.) (3 /ft.) (4/ft.) 1 �� 'Shear connection requirements are based on a required sheathing nail spacing of 3"o.c.in Tables 12 and 13.For reduced wood structurall THE EXISTING 1ST STORY IS ADEQUATE TO n INSULATION panel sheathing nailing requirements of 4"and 6"o.c.the shear loads can be reduced to the Bottom Plate-to-Frame Shear Connection SUPPORT THE NEION(S) IMPOSED BY THE M� P g g q 2ND STORY ADDITIONS) INCLUDING UPLIFT provided in Tables 12 and 13 AND SHEAR (PROOF / CALCULATIONS MAY Hold Down Capacity 4,360 lb. 5,900 lb. 7,300 lb. 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL BE REQUESTED BY BUILDING DEPARTMENT) FOIL TO BE PLACED TOWARD WARM SIDE. 2.2 ANCHOR BOLTS Building Aspect Ratio Percent Full-Height Sheathing TABLE R301.5 Shear Wall Line Beneath � • 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION WALLS FROM FOOTING TO TOP OF FOUNDATION WALL. (L/W) on Each Exterior Wall Line CARE SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. Where 5/8"anchor bolts are used to resist uplift,lateral,and shear loads provided in table 3, MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS the anchor bolts shall be installed per Table 4 using 3"x3"xl/4"plate washers. (IN POUNDS PER SQUARE FT) Roof and Ceiling 1.00 41% 32% 26% Q v 3. GENERALLY, UNLESS NOTED OTHERWISE, INSUILATE AS FOLLOWS: Table 4. -10" R-38 FOR FLAT CEILINGS r Bolt Stemwall Foundations with 2x6 Sill Plates' USE LIVE LOAD 00 -8 1/4" R-30C FOR CATHEDRAL CEILINGS ASpacings UNINHABITABLE ATTICS WITHOUT STORAGE 10 5 35% 26% 22% -3.5" R-15 FOR 2"x4" WALL CONSTRUCTION Spacings Building Aspect Ratio (L/W) Slab-on-Gradeo 0 22/0 18/0 0 -5.25" R-19 FOR 2"x6" WALL CONSTRUCTION 1.50 30% -5.25" R-22 FOR FLOORS Raised-floor 1.00 1.25 1.50 1.75 2.00 2.25 2.50 2.75 Foundations UNINHABITABLE ATTICS WITH LTD. STORAGE 20 HABITABLE ATTICS & ATTICS SERVED 30 1.75 26% 20% 16% Foundation supporting: 5/8" Anchor Bolt Spacing(in.) WITH FIXED STAIRS 2.00 23% 17% 14% CARPENTRY Roof,Ceiling EXTERIOR BALCONIES & DECKS 40 and One One Floor o 0 16/0 0 L SEAL 42 42 42 42 42 37 34 31 24 FIRE ESCAPES 40 2.25 21/0 13/o 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 OR BETTER. W " Roof,Ceiling 54 45 37 32 28 25 22 20 24 GUARDRAILS AND HANDRAILS 200 'X 2.50 19% 14% 11% 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH COAT. MAINTAIN 8" MIN. FOUNDATION EXPOSURE. and TWO Floors 3. SILLS TO BE (2) 2"X6" A.C.Q. (ALKALINE COPPFR QUATERNARY), SECURELY FLASHED WITH A TERMITE SHIELD, ALSO PROVIDE SILL 'The Anchor bolt spacing in the maximum building dimension(L)need not be less than tabulated spacing for 1,/W=1.00. GUARDRAILS IN-FILL COMPONENTS 50 2.75 17% 13% 10% SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"X6", UNLESS (1) 2"x6" IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. PASSENGER VEHICLE GARAGES 50 Roof, Ceiling and One Floor 1.00 67% 54% 45% 310 ESCAPE/ RESCUE OPENINGS ROOMS OTHER THAN SLEEPING ROOMS 40 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR EQUAL. R 1.25 58% 45% 38% 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN FLOORS, ROOFS, AND WALLS. SLEEPING ROOMS 30 ; 34"Clear 1 1 1.50 50% 39% 33% ' U;. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. STAIRS 40 \ :' /V 20"Clear 1.75 45% 35% 29% ' J` 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3 -1/2" BEARING. • Minimum openable Minimum TABLE R301.7 ` 00 40% 31% 29% 8. MIN. HEADER TO BE (2) 2'x10" UNLESS OTHERWISE NOTED. area 5.7 sq.ft. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 2. �, ...__.. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH NvIASONRY/CONCRETE TO BE A.C.Q. (ALKALINE COPPER QUATERNARY). ALLOWABLE6L 2.25 37% 28% 23% • Minimum opening STRUCTURAL MEMBER DEFLECTION Wy 0 0 0 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE ON PAGE PD-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON �� 2.50 34/0 26/0 21/o WALLS AND ROOF AND IS OF CDX GRADE, UNLESS (OTHERWISE NOTED. SEE FLOOR PLANS FOR ADDITIONAL NAILING OR DIFFERENT NAILING height 24 SHEET TITLE RAFTERS HAVING SLOPES GREATER THAN 3/12 REQUIREMENTS WHEN APPLICABLE. enable WITH NO FINISHED CEILING ATTACHED TO RAFTERS L/180 2.75 31% 24% 19% 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THIICKNESS AND OF CDX GRADE. NAILING AS PER FASTENING SCHEDULE ON PAGE PD-1 AND GLUED. L. 11• Minimum opening Area NOTES � Openable INTERIOR WALLS AND PARTITIONS H/180 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVIEK' HOUSE WRAP OR APPROVED EQUAL. width ZO 7 sq.ft. Area imum U FLOORS AND PLASTERED CEILINGS L/360HOLD SHEET 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT UNSUPPORTED EDGES OF EXTERIOR SHEATHING. • Maximum sill sq. N ALL OTHER STRUCTURAL MEMBERS L/240 ° 0 0 o DOWN 14. PROVIDE CROSS BRACING AT JOISTS, STUDS, ANID RAFTERS WHEN SPANS EXCEED 8'-0" AND AT EVERY 8'-0". height of 44" Minimum EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH H/360 ® ° ° 0 0 15. TOP PLATES TO BE DOUBLED AND LAPPED AT C 0 ORNERS. • Must be openable EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISH L/240 ° 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENINIG SCHEDULE AS NECESSARY. Minimum size Minimum size 0 0 ° (2)-16D COMMON without keys or tools window for window for EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE FINISH L/120 0 ° 0 NAILS AT 6" O.C. 20131 0 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED WITH NAILING SCHEDULE. ° ° 20"clear width 24"clear height ° 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. o 0 SUB FLOOR SHALL NEVER EXCEED A 16" SPAN. NOTE: ALL STRUCTURAL DRAWINGS ARE PREPARED IN ACCORDANCE WITH THE DESIGN LOAD CALCULATIONS 2015 INTERNATIONAL RESIDENTIAL CODE WITH THE NEW YORK STATE 2016 FLOORS 40 LIVE LOAD 10 DEAD ALL ROOMS EXCEPT SLEEPING ROOMS & ATTICS SHEET NUMBER 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE INAILING AND STRAPPING AS PER SCHEDULE. FLOORS 30 LIVE LOAD 10 DEAD SLEEPING ROOMS & ATTICS UNIFORM CODE SUPPLEMENT & 2016 SUPPLEMENT TO THE NEW YORK STATE CEILINGS 20 LIVE LOAD 10 DEAD DRYWALL-NO FUTURE ROOMS, LIMITED ATTIC STORAGE 20. LUMBER GRADE AND SPECIES: SEE TABLE 4A TO 4D OF THE 2015 WFCM. ENERGY CONSERVATION CONSTRUCTION CODE & THE 2015 WFCM. ROOF 40 LIVE LOAD 15 DEAD MEDIUM ROOF COVERING, SNOW, DRYWALL, NO ATTIC Figure 19b. Corner Stud Hold Down Detail-4 Studs 7 O F 7