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Home My WebLink About41623-Z �o�SUFF O4 Town of Southold 7/9/2018 P.O.Box 1179 Ph 53095 Main Rd �yfj0� �a01 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39753 Date: 7/9/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 245 Clearview Ave W, Southold SCTM#: 473889 See/Block/Lot: 70.-8-5 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/24/2017 pursuant to which Building Permit No. 41623 dated 5/10/2017 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 FRONT ENTRY REAR WOOD STOOP,ATTACHED GARAGE AND UNFINISHED BASEMENT AS APPLIED FOR The certificate is issued to Equity Trt Co of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0006 05-31-2018 ELECTRICAL CERTIFICATE NO. 41623 06-05-2018 PLUMBERS CERTIFICATION DATED 05-29-2018 au Rupp u o00natuigre �o�gan��cvTOWN OF SOUTHOLD �y BUILDING DEPARTMENT 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#: 41623 Date: 5/10/2017 Permission is hereby granted to: Donahue, Patrick c/o O'Donnell 226 Hand Ave Cape May Court House, NJ 08210 To: construct a single family dwelling as applied for per SCHD approval. At premises located at: 245 Clearview Ave W, Southold SCTM # 473889 Sec/Block/Lot# 70.-8-5 Pursuant to application dated 4/24/2017 and approved by the Building Inspector. To expire on 11/9/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,592.80 CO -NEW DWELLING $50.00 $1,642.80 Building Inspec __ 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: � � House No. Street r Hamlet Owner or Owners of Property: P Suffolk County Tax Map No 1000, Section 10 Block Lot S� Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: 0 1 s Q 60(o Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 0 Ap 'cant ure pF SOVj�,®l® Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® �� roger.richert(aD-town.southold.ny.us Southold,NY 11971-0959 ®�yc®UN�V,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Paul Davey (Donahue) Address: 245 Clearview Avenue W. city:Southold st: New York zip: 11971 Building Permit#: 41623 Section: 70 Block: 8 Lot: 5 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Neubauer Electrical License No: 3867-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 46 Ceiling Fixtures 13 HID Fixtures Service 3 ph Hot Water OIL GFCI Recpt 6 Wall Fixtures 4 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 22 CO Detectors Sub Panel A/C Blower 1 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 200A Switches 37 Twist Lock Exit Fixtures t] TVSS Other Equipment: 2- Bath Fans, 3- Paddle Fans, 4 Combination ARC/ GFCI Circuit Breakers. Notes: Inspector Signature: Date: June 5, 2018 0-Cert Electrical Compliance Formas p�so Town lull Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 n,�� : BUILDING DEPARTMENT TOWN OF SOUTHOLD D D JUN - 4 2098 BUILDING 7 FPT. CERTIFICATION TOWN OF SOUTROLD -Date:-_ Building Permit No. � Owner: ��v44r�Jy l C9°Sep �/ G (Please print) Plumber: - (FVeAse print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. lumbers i ature)T _ Sworn to before me this day of , 20A Notary Public,01 )636 may.-Cola,rlty, DIVA MflDRI UO Notary Pubilc • State of New York No.OIAN6364554 Qualified in Nassau County My COMM. Expires Sep. 18, 2021 OF SOUjyolo N O �YcOUMV,�1c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [V FOUNDATION 1ST NROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - 0 K/ wt r � in lAk "rlv LoCOAow is q�✓ �✓ Wim I' S 1. W� vU Qi 's✓ Q DATE I I 012a INSPECTOR ql o�5 OF SOpTyo� �ycou I,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROGH) [ ] E CTRICAL (FINAL) REMARKS: 1 t(� DATE I 7� INSPECTOR OF s0 � l0 �O TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] VOUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) Um le-REMARKS: • 5'�✓ DATE INSPECTOR soujyo Coulml,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMA KS. �► '� (V�b I n l �� 0 DATE INSPECTOR .%k 04 SO(/lyolo lE I/ OOUN11,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ` 5f so co u mmv TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] WE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION jVj/FIRE RESISTANT PENETRATION [ ] ELECTRIC A L (ROUGH) [ ] _ELECTRIC7INAL) I/ REMARKS: C64,V- 0t` �r �r 0011, - ff� OK r%v I o s k�k-5-0, LA r v �,-b DATEc3 g INSPECTOR F 50 0 UTyO6 f # TOWN OF SOUTHOLD BUILDING DEPT. Mum 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SOLATION_ [ ] FRAMING /STRAPPING [ FINAL " [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: I yuuA $vwj.eA- bfbV7^t al.wJ I - s r-tw 6v- Se UA i �r✓ C�, DATE .S g INSPECTOR L& OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 41 "� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 1� INSPECTOR( Mollams x o r t t r i s, 17Amm"IMA in _- iT � A IMA AV • ar.. •.-- Y ils hf , / pow M•AM MW Lr swra A& f , F It MUM WAR= R,ffilum,fill �, r_ _��., � ��' -=,. !► � ISL — AM17 _ ri .. l TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health ° SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 _ Planning Board approval FAX: (631) 765-9502 _ Survey SoutholdTown.NorthFork.net PERMIT NO. Check ~`� Septic Form N.Y.S.0.E.C. Trustees s -C.O.Application Flood-Permit Examined 20 Single&,Separate Storm-Water Assessment Form Jf - Contact: Approved to ,201 Mail to: Disapproved a/c r Phone: 5 (o aD Expiration ?� ,2 D Buil 1 ris ector APA 2 4 2017 A CATION FOR BUIL PERMIT Date y. , 20 BUILDING DEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. . s 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 shal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or,in part for any purpose what so ever until theBuilding 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 withiri,l8 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,permtt,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 Towii of'SoutholdAuffolk.County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of building's, additions,or alterations or for removal or demolition as herein described.The / applicant agrees to comply with all applicable laws,'ordinances,building code,housing code,and regulations, and to admit --� authorized inspectors on premises and in building for necessary inspections'. (Signature of applicaril or name,if a corporation) (Mailing address of applicant) �(Q- State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 1J C/ 4 Y� Name of owner of premises_ � ( uL� r I�'� (As on the tax roll or latett deed) If applica is orporation, igna e ofr4—o i� zed officer ame and title of corporate officer Builders License No. 7 3 s Plumbers License No. �1 Electricians License No. ( (p Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet - County Tax Map No. 1000 Section Block .•,t`, ;;,';: ` ` ;Lot—S rfi:S.i9 ,% '�5l� `.1. •epi:,^;(". Subdivision I , Filed Map No. Lot. 2. State existing use and-occupancy of premises and intended use pd occuancy of proposed construction: a. Existing use•and occupancy U 'r �A b. Intended use-and occupancy_', %.,3 .5�NjI Q FY9 W,) (�e,�;2 ' „-W 3. Nature of work(check which applicable)'New Building V Addition Alteration Repair RemovaI I Demolition Other Work '(Description) 19 6� 4. Estimated Cost' Fee (To be paid on'filing this application) 5. If dwelling, numberof dwelli=ng units Number of dwelling units on each floor: If garage, number;of cars , ,6.1 If business, commercial or mixed occupancy, specify nature and extent of each type of use. :L e TL 7. Dimensions of existing structures, if any:Front— ia -Rear Depth Height Number`of Stories Dimensions of same structure with alteratipns or-additions: Front y' Rea Depth Height Num,O' of 8t6ries "s 8. Dimensions of entire new r�onstruction: Front Rear (0 4 Depth Height Q _Numbe:r of Stories I J !'x`21>Sb _ .L. �•`-.-+ 9. Size of lot: Front - Rear16 ,61 Depth 9� `'V k�0Vy� i F 10. Date of Purchase I a Name,of Former Owner ' 1 . Zone or use district in which premises are situated 1 . Does proposed construction violate any,zoning laNy or,'dinal�ce or regulation?YES NO i`V 1 . Will lot be re=graded? YES • NO -!!,Will excess ffi1b,e removed from premises?YES NOS ilzwl l�-t Be �jtltao 14. Names of Owner ofjpremises )A-0 04 -. # Address JIA-viVel• AJ Lv Phone No. Name of Architect i J& o , Address ", A)h Phone No�3j' ��' � Name of Contractor.' Add'res's-- 1141" 13/J1 1144^-1-�phone,No: 6-31-.4 7 k�,, 1 a. Is this property within'100 feet of a'tidal wetland'or a;fresliwats✓r wetland? *YES NO' et ; IF YES, SOUTHOLD',TOWN TRUSTEES &;D.E.C.PERMITS MAY BE�.RE IRED. ' b. Is this property within 300'feet of a tidal wetAanl: *`.I'E'Si" � I�• .. : '.• NO IF YES, D.E.C. PERMITS MAY BE REQUIRED: 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 1 . If elevation at any point on property is at 110 feet or below, must provide topographical data on survey. 1 . Are there any covenants and restrictions kith respect to this property? * YES NO� IF YES, PROVIDE A COPY. S ATE OF NEW YORK), C UNTY OF ) 't ;- ��L Ue being'duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above gamed, i (S)He is the C64'gur f, ,f-4/_;�.� Cep 1,4c,Cu I (Contractor,Agent, Corporate Officer, etc.) i I of said owner or owners, and is duly authorized to'perform or have performed the said work and to make and file;this application; th it all statements contained in this application are true•to the best of his knowledge ah d belief; and that the work;will be performed in the manner s',et forth in the applicatiJn filed therewith. Sworn to before me this day of I 'f -20 I Dawn Johnson i Notary Public ° NOTARY' 'Notary Public,State of NewYorkSignature of Applicant! _., _.- *=No 01196�d PUBLIC 9053 ; Qualified in Suffolk County Comipission Expires 10/11/20 UFFQ Scott A. Russell °5 t-1�5 ST01KMW A\`]F1E]R, SUPERVISOR 0 I\M[A\1 AkG]EIMI]ENT SO=OLD TOWN HALL-P-O.Box 1179 U' 53095 Main Road-SOUTHOLD,NEW YORK 11971 � Town ofSouthold CH.&PTER 236 - STORMWATER MANAGEMENT WORK SHEET APR 2 7 2017 (TO BE COMPLETED BY THE APPLICANT) -TfHs---PR--0-JECr—INVO Ii —F MOWIi'qG--------_ --- ---- y (CHECK ALL 7NAT APPLY ' A. learing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ; ❑ B. Excavation or'filling involving more than 200 cubic yards of material within any parcel or any contiguous area. El 'Site preparation on slopes which exceed 10 feet vertical rise to E3 W100 feet of horizontal distance. D. Site preparation withii 100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑ _ Site preparation within the one-hundred-year floodplain as depicted on, FIRM Map of any watercourse.. i ❑❑ 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 DepartmenLudthLyour Building Permit Application. APPLICANT• (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T M. 'Y. 1000 Datr. District ahNAME -qtc-)L Section ock Lot --170R.BLiILDING DEPARTN- Er-INT IL'Sr v';L Contact lnformotiort Lt 4 tQ r y��iJ� W- Reviewed By_ - - - - - - - - - - - - - - - - - - Date= Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — Cl u'C ❑ Approved for procebstng Building Permn- ,-- ' , ` I �+� Stor ater Management Control Plan Not Required- - equtred- Stormwater Managen;e;t Control Nan ii,Rcqu, d. (Forward to Engineering Department for Review) FORM SMCP - TOS MAY 2014 �j APPLI�: NT I �` trroperry Owner, Desi n Professional,Agent,Contractor,other) S.C,T,M. �' 1000 CHAP p L U`Z,164 �) 1�1.lA;6--- A &, L � -- Stormwater Mana ement 1 T Section Block Lot SMCP -Plan Re quirements: Provide 0 y of the Building Permit Ap Itcat' n. Date: a * The applicant must provide a Complet natio d/trGeaM_fbr not providing, all Information that has been Required by the following Checklist! I I Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any It m, 1 �Q ,�� Here! slow all of the following itelrts: if you need additional room for expinat s, �S hr e at3ditional Papel. a Location & Description of Property Boundaries b. Total Site Acreage, c, Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2), d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. ! e, Llmlts of Clearing & Area of Proposed Land Disturbance. f, Existing & Proposed Contour's of the Site (Mlnlmum2'intervals) g. Location of all existing & proposed structures, roads, VA . o Entrance, driveways, sidewalks, drainage Improvements & utilities, a r za ton Ii, Spot Glades & Finish Floor' Elevations for all existing & or Inailtive soils, proposed structures, I. Location of proposed Swimming Pool and discharge ring. J. Location of proposed Soil Stockpile Areas. k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures, euntact;Fas ffI191FROIng at /,15)-151150 Before 2 Siormwater Management Control Plan must include Calculations showing Backfill;OR 11-FaVicle EngineersiLertification that the stormwater improvements are sized to capture,store,and Infiltrate triat 111e drainage nas been ins a e to E 5 d e. on-site the run-off from all impervious surfaces generated by a two(21 Inch rainfall /storm event. , Deteils&Seclional Diawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & SedirTient Controls, b Construction Entrance & Site Access. i C. Inlet Drainage Structures (e.g.catch basins, trench drains,etc.) FWD - - d Leachinq Sti'uctul'es (e.g. infIitrat lon basins,swales,etc.) 1 011 I*.NGlNij,.!-:Ij.I\' a I)E:f>Ai�'r Cv!E:N"i' USE ONLY ::::::::::-::.::::.:::_..:: �.._�.,_, : --::,. . .. - Additional Information is Required. Reviewed & Stormwater Mana 'eme t Control Plan is Not Com lete. Approved By: I _ _ _ _ _ _ _. _.g_ _ _ _ _ _ _p_ _ _ Stormwater Manageme t Control Plan is Complete. Date. 0� I SMCP has been approv�d by the Engineering Department. 1 - 1 FORM L SWCP 'heck List -TOS MAY 2014 _ ! �JN X11 �f FO(, COGS Town Hall Annex '�� Telephone(631-1802 54375 Main Road Fax(631) 734-9502 P_ O. Box 1179 z ,r Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION Date: �-7I r Owner_ Location of Property: cfe U-k JJ Please take once that the (check applicable line): New'residential structure Addition to existing residential s(rucfure 1 Rehabilitation to an existing residential structure to be constructed or performed at the subject prgperty reference above will rttilize (check applicable line): Truss type construction (TT). M Pre-engineered wood construction{PW} Timber construction (TC} in the following iocation(s)(check applicable line): Al Floor framing, including girders and beams (F) All Roof framing 0R) Floor an roof fra "n FR) Signature: Name (person submitting this form): L Capacity(chec applicable line): Owner Owner representative ; TrussResRe0,15.docx Effective 11112015 6" DIAMETER ZEFLECTIVE RED ROMAN ALPHANUMERIC DESdGFIi�?�'Itii`"GF L01dS i i't1ii,T-iL'3id (PMS) 9187 _ TYPE 13ASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" KILN• _ _ - REFLECTIVE - - ---- — -- — - ---- _ _-WHITE- - —� ,- .._ .._ ::v�'sconi�i�i�oH�o�-srRt��r'ii�rdt• ' -- --.------:— ----------=--- "' • - -- COlAPONENTSTHATARE' OF , TRUSS CONSTRUjC;T!O[f "F" ELdOi2 FR%�MiNG,•fAl,CLtlDlrlC - •- � - - - -- -- GIRDER�n--AW6 BEANg "R" ROOF FRAMING , "FR" FLOOR AND R0-0F ffRAri![(Ff'G TRUSS IDBfEIRCATIC I•SIGN NUANCEVM 19-fSYCRRP `l2G5- =s I3IUISrcII� EXq\NPLE TRUSS IDEN_nRCATICN SIGN y OATE:UW20Q"-- -- - - NEW YORK STATE DE f RT�tI�ENT OF STATE DIVISION OF CODE ENFORCEMENT SENT 4��iM AND ADMINISTRATIOISI- ,�tcettXttr;'�C,csC no J UN 2 a 201 8U,DINGDE'PT. 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R � k r m ; I' ti. k _ https:l/mail.google.com/mail/u/0/#inbox/15fbcd6bdff58453?projector=l 6I Va-3 1�1 11/14/2017 20171111_120355.jpgtt Ir Vo • Fr ..rte Y L „ N t .�►• . 1 t r "p, `. r ! a y t ' k� https://mail.google.com/mail/u/0/#inbox/l5fbcd6bdff58453?projector=1 L I L, 1/1 11/14/2017 20171111_120307.j pg r- c. or �' ,fir:` , r, ' •�d y ,�.. r. y g. z S_ Al v 4 https://mail.googie.com/mail/u/0/#inbox/l5fbcd6bdff58453?projector=1 13 111 Building Summary Property Organization HERS ENERGY Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.blg -71 proper=ty/Builder Building Name 2015 IECC, W/2016 NEW YORK SUPPLEMENT Owners Name Private Residence Property Address 245 Clearview Ave City, St, Zip Southold, NY 11971 Phone Number xxx.xxx.xxxx Builder's Name Sligo Construction Corp Phone Number 516.826.9806 Email Address sligo87@gmail.com Plan/Model Name Custom Home Community/Development n/a Permit Date/Number n/a Organization information ' :m 77777777T,%': .,<,7 Organization Name Energy Rating Service Inc Address 35 Tellar Dr City, St, Zip Islip Terrace, NY 11752 Phone Number 631.383.4198 Website RatirjikSWET^;Informed"on : w" ,,: ,: ;..:,x^M s ,.,a. ;...•gro.»u,.,.;a:,....>..,...,."t ..-.».,».....u.....?,. "°.».e..............:�.�...w,.u,...� t w.,.,..ww..',..,...«»ae,e»..........:...,."..:..`"w .:a.,..,x J Provider ID 1998-123 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Matt Wahl Rater's ID 2572845 Rater's Email energyratingservice@yahoo.com Last Field Insp 2017-07-03 Rating Type Projected Rating Reason for Rating New Home Rating Number MW00595 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Building Summary Property Organization HERS ENERGYI � l�/lii�f rr1 ifr Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.big General"Build!ng"Infor"'matid Area of Conditioned. Space(sq ft) 2846 Volume of Conditioned. Space 25568 Year Built 2017 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 1 Number of Bedrooms 3 Foundation Type Conditioned basement Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 2 Thermal Boundary Location N/A " ,tai ;.,�, oundatioii WaU' nformat>lon� }}} �J Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo" (wall only) Grade(ft) Grade(ft) basment R1 1,G2, Draped Cond->ambient/gm 182.0 8.0 7.0 1.0 0.055 0.085 Batt Uo Value Combo combines wall, airfilm, and soil path mFoundation WAIL Library J ...a".....W..,...,.s..,.,...T..w,..,...,.,.a ..,...,.c..ma. a'o-...wM.......,..:s..�,.e.1.'.?,.....,. ..w!r�.,.,e.....,.,..,'.ua..c:..: ,.�.y.:M».,,,..a.7m'...,....a,✓..�,,.:.. . .,w.�az, f-swwa�.�'.,....w.,.....w.,.....,.< -..-,F»Y..r.......,. Foundation Wall: R1 1,G2, Draped Batt Type Solid concrete or stone Thickness(in) 10.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 2 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall Exterior Insulation R-Value 0.0 Ins top 0.0 ft from top of wall REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 2 of 15 Building Summary Property Organization HERS ENERGY Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVI EW-MJW.big Foundation Wall Library List Ins bottom 0.0 ft from top of wall Note updated grade AP 12/2/05 -Slab Floor Information - Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) Uninsulated1 1423 7.0 182 182 0 Slab'Floor Library List Slab Floor: Uninsulatedl Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note Rim alnd Band Joist Information' Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade base-1 Cond > 182.00 5.0 15.0 3.5 16.0 2 0.051 ambient 1-amb Cond -> 128.00 5.0 15.0 3.5 16.0 2 0.051 ambient 1-gar Cond > garage 25.00 0.0 15.0 3.5 16.0 2 0.069 Above-Grade.Wall` Name Library Entry Location Exterior Color Area(sq ft) Uo Value 1 R19,FG2,6-16,+5 Cond > ambient Medium 144.00 0.048 2 R15,FG2,4-16,+5 Cond > ambient Medium 18.00 0.056 3 R15,FG2,4-16,+5 Cond > ambient Medium 117.00 0.056 4 R15,FG2,4-16,+5 Cond > ambient Medium 126.00 0.056 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. 01985-2017 Noresco, Boulder, Colorado. Page 3 of 15 Building Summary Property Organization HERS ENRGY Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.big Above_'-Grade Wall Name LibraryEntry Location Exterior Color Area(sq ft) Uo Value 5 R15,FG2,4-16,+5 Cond > ambient Medium 144.00 0.056 6 R15,FG2,4-16,+5 Cond > ambient Medium 144.00 0.056 7 R15,FG2,4-16,+5 Cond > ambient Medium 108.00 0.056 8 R19,FG2,6-16 Cond > garage Medium 180.00 0.068 9 R15,FG2,4-16 Cond > garage Medium 45.00 0.084 10 R15,FG2,4-16 Cond > ambient Medium 63.00 0.084 11 R15,FG2,4-16,+5 Cond > ambient Medium 243.00 0.056 12 R15,FG2,4-16,+5 Cond > ambient Medium 189.00 0.056 Above-Grade Wall1ibr6r List Above-Grade Wall: R19,FG2,6-16,+5 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 18.0 Frame Cavity Insulation Thickness(in) 5.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note New Grade II BH 10/24/05 Above-Grade Wall: R15,FG2,4-16,+5 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 4 of 15 Building Summary Property Organization HERS ENERGY Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.big Gypsum Thickness (in) 0.5 Note New Grade II BH 10/24/05 Above-Grade Wall: R19,FG2,6-16 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 18.0 Frame Cavity Insulation Thickness(in) 5.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Updated Grade II BH 10/24/05 Above-Grade Wall: R15,FG2,4-16 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness(in) 3.5 Frame Cavity Insulation Grade 2 Stud Size(w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Window' Information m Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading AGWall1 East 0.320 0.290 16.63 0.0 0.0 4.8 0.85 0.70 None None AGWall4 East 0.320 0.290 16.63 0.0 0.0 4.8 0.85 0.70 None None REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 5 of 15 Building Summary Property Organization HERS EN RGY Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.blg Window'Information � � Overhang I� Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading AGWall6 West 0.320 0.290 28.50 0.0 0.0 4.8 0.85 0.70 None None AGWall7 West 0.320 0.290 4.00 0.0 0.0 2.0 0.85 0.70 None None AGWall11 West 0.320 0.290 42.00 0.0 0.0 7.0 0.85 0.70 None None AGWall11 West 0.320 0.290 16.50 0.0 0.0 3.0 0.85 0.70 None None AGWall12 East 0.320 0.290 46.00 0.0 0.0 5.8 0.85 0.70 None None Door Information, Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area to garage R5 steel insul AGWalt 9 21.0 0.168 5.0 No to basement 2-1/4 Wd solid core AGWa[L 10 18.7 0.268 2.8 No front 2-1/4 Wd solid core AGWall 12 21.0 0.268 2.8 No Roof Information Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation R30,FG2,10-16 200.00 200.00 Medium No Vaulted 0.044 No No R30,FG2,10-16 206.00 206.00 Medium No Vaulted 0.044 No No R30,FG2,10-16 320.00 320.00 Medium No Vaulted 0.044 No No R30,FG2,10-16 73.00 88.00 Medium No Attic 0.049 No No R30,FG2,10-16 44.00 53.00 Medium No Attic 0.049 No No R30,FG2,10-16 700.00 840.00 Medium No Attic 0.049 No No Roof Library.List' Ceiling: R30,FG2,10-16,C Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 29.0 Cavity Insulation Thickness (in) 9.3 Cavity Insulation Grade 2 Gypsum Thickness (in) 0.500 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 6 of 15 Building Summary Property Organization HERS EN Ef,RC Y Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVI EW-MJW.blg Roof Library.List, w Insulated Framing Size(w x h, in) 1.5 x 9.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note quick-fill by MP 11/18/05 Ceiling: R30,FG2,10-16 Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.5 Cavity Insulation Grade 2 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.5 Insulated Framing Spacing(in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 7 of 15 Building Summary ENERGY Property Organization HERS Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.big Mechanic '1146ipment Number of Mechanical Systems 3 Heating SetPoint(F) 70.00 Heating Setback Thermostat Present Cooling SetPoint(F) 75.00 Cooling Setup Thermostat Present Heat: Oil Hyd-air SystemType Fuel-fired air distribution Fuel Type Fuel oil Rated Output Capacity(kBtuh) 92.0 Seasonal Equipment Efficiency 86.7 AFUE Auxiliary Electric 918 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 CooL•�ACC, :29K, 14:5.SEERO ., �� . "` " � _a �� R System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 29.0 Seasonal Equipment Efficiency 14.5 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 DHW: Oi 1,IT,50ga1,86B% Water Heater Type Integrated Fuel Type Fuel oil REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 8 of 15 Building Summary Property Organization HERS ENI�FGY f Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.big Mecfianicat�Equipmelit Energy Factor 0.79 Recovery Efficiency 0.86 Water Tank Size(gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 DA-VEfficien'c4e All bath faucets£t showers<=2gpm false All DHW pipes fully insulated>= R-3 true Recirculation type None(standard system) Farthest fixture to DHW heater 60 TOTAL Pipelength for longest DHW run 80 DWHR unit present? false DHW Diagnostics dhwGpd 43.01 peRatio 0.84 dishwasherGpd 2.70 clothesWasherHotWaterGPD -0.08 EDeff 0.96 ewaste 25.30 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 9 of 15 Building Summary Property Organization HERS ENERGY , Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC,W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.btg :Duct Systems � . � - � . w. . .,,. Name Main Conditioned Floor Area(sq ft) 2846.0 #of Returns 1 Heating System Oil Hyd-air 92k, 86% Cooling System ACC, 29K, 14.5 SEERO Supply Duct Surface Area(sq ft) 576.3 Return Duct Surface Area(sq ft) 106.7 Duct Leakage Qualitative Assessment Not Applicable Duct Leakage to Outside Supply+Return 20.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage 284.00 CFM @ 25 Pascals Duct Tightness Test Postconstruction Test Type Location Percent Location R-Value Supply Conditioned space 100.0 4.0 Return Conditioned space 100.0 4.0 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 10 of 15 J Building Summary Property Organization HERS ENERGY Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.big Infiltration and.Mechanical Ventilation -, Whole House Infiltration Measurement Type Blower door test Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 3 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Rate(cfm) 120 Sensible Recovery Efficiency(%) 65.00 Total Recovery Efficiency(%) 59.00 Hours per Day 24.0 Fan Power(watts) 65.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 11 of 15 1 Building Summary Property Organization HERS �NRG�, Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.big Lights and Appliances y_ Rating/RESNET audit Ceiling Fan CFM/ Watt 0.00 Refrigerator kWh/yr 578 Refrigerator Location Conditioned Range/Oven Fuel Type Electric Induction Range No Convection Oven Yes Dishwasher Energy Factor 0.66 Dishwasher kWh/yr 0 Place Setting Capacity 12 Clothes Dryer Fuel Type Electric Location Conditioned Moisture Sensing Yes CEF 2.62 Clothes Washer Location Conditioned LER(kWh/yr) 96 IMEF 3.060 Capacity(CU.Ft) 3.810 Electricity Rate 0.11 Gas Rate 1.22 Annual Gas Cost 11.00 Qualifying Light Fixtures Interior CFLs% 90.0 Interior Fluorescent% 10.0 Exterior Lights% 50.0 Garage Lights% 50.0 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 12 of 15 Building Summary Property Organization HERS ENERGY Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.blg Mandatory Requirements. IECC Requirements Verified IECC 04 true Verified IECC 06 true Verified IECC 09 true Verified IECC 12 true Verified IECC 15 true Verified NY-ECCC 2016 true Verified IECC MI true EPA Requirements Rater certifies that the home complies with the following requirements for: None Rater Design Review Checklist(National) Rater Field Checklist(National) HVAC Design Report HVAC Commissioning Checklist(optional) ENERGY STAR Version 3 Appliances Amount Refrigerators 1 Ceiling Fans 0 Exhaust Fans 2 Dishwashers 1 ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: false Basement Floor Area 0.00 2009 IECC Prescriptive Requirements for ENERGY STAR v3.0 false Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 13 of 15 Building Summary Property Organization HERS ENERGY�/ r Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.bIg DOE Zero.Energy Ready Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active SOW System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 14 of 15 Building Summary Property Organization HERSENERGY Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.blg MJW07/03/2017 245 CLEARVIEW AVE HOUSE DESCRIPTION -HERS RATING ONLY -NEW HOME -IECC 2015 ERI 54 -8/12 PITCH -3 BEDROOMS -2 STORY -FRONT FACES EAST -BASEMENT 1 BOILER, HOT WATER STORAGE,1 HW COILS, 1 A/C COIL, 1 AIR HANDLER -INDOOR AIR QUALITY: ERV 120CFM REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 15 of 15 RESNET 2015 IECC R-406 Projected RESIDENTIAL ENERGY SER%FICES NUWORK Energy Rating Index Report Property Organization Energy Rating Index Information Builder: Sligo Construction Corp Company: Energy Rating Service Inc Projected Rating Address: 245 Clearview Ave Phone: 631.383.4198 Rating No:MW00595 Southold, NY 11971 Rater:Matt Wahl Rater ID:2572845 Date Rated: 2017-07-03 HERS®Index Estimated Annual Energy Consumption* More Energy Rated Home Calculated Rated Home Cost ($/yr) 150 Energy Use(MBTU) 140 Heating 47.6 910 Existing 130 Homes _ 120 Cooling 1.0 64 110 Water Heating 11.0 202 Standard 1 PP g New Home 100 Lights a Appliances 22.8 1281 90 Photovoltaics -0.0 -0 — s0 70 Total 82.4 2522 ThI me 60 *Based on standard operating conditions 50 j 40 ERI with PV: 54 30 20 ERI without PV 54 Zero Energy 1 10 Home 0 Annual Estimates Less Energy Electric(kWh): 7284 CO2 Emissions(Tons): 7 Fuel oil(Gallons): 415 1 Energy Savings ($)**: 1583 **Based on the 2015 IECC Energy Rating Index Reference Design Home Maximum Energy Rating Index: 54 This Home's Energy Rating Index: 54 PASS This home MEETS the Energy Rating Index Score requirements of Section 406 of the 2015 Internation Energy Conservation Code based on a climate zone of 4A. In addition to the Energy Rating Index other mandatory measures must be met. (See Mandatory Requirements on second page.) Name Matt Wahl Signature AW Organization Energy Rating Service Inc Date 19 July 2017 Provider Data and Seal Matt Wahl RESNET Rater ID: 2572845 Energy Rating Service Inc Islip Terrace, NY 11752 631.383.4198 To determine if a provider is properly accredited go to: www.resnet.us/professional/programs/search_directory REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. RESNET 2015 IECC R-406 Projected Energy Rating Index Report Climate Zone 4A Mandatory Requirements - Requires Field Confirmation Provision Number Topic Compliance Decision 2009 IECC Table Building thermal envelope minimum insulation levels and maximum fenestration PASS 402.1.1 or 402.1.3 U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficienceies installed in the Certificate required for house CO R402.4 Envelope air leakage maximum leakage rate (3 ACH50 for CZ3-8) PASS R402.4.1/Table Comply with air sealing and insulation requirements in Table R402.4.1.1 Checklist required for CO R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances R402.5 Maximum fenestration U-factor and SHGC PASS R403.1.2 Heat pump controls R405.2 Ducts outside of conditioned space to be insulated to a minimum of R-6 PASS R403.3.2 Duct sealing on all ducts R403.3.3 Duct testing for ducts in unconditioned space N/A R403.3.5 Building cavities not used as ducts R403.5.1 Heated water circulation and temperature maintenance systems comply R403.5.3 Hot water pipe insulated to R-3 PASS* R403.6 Mechanical ventilation meeting the requirements of the IRC or IMC. Outdoor air and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling systems ACCA Forms Required for permit R403.8 Systems serving multiple dwelling units to meet the mechanical requirements of Does Not Apply the IECC commercial R403.9 Snow melt and ice system controls installed where applicable R403.10 Pools and permanent spa energy consumption meet requirements for heaters, time clocks and covers R403.11 Portable spas meet the requirements of APSP-14 R404.1 High efficacy lights installed in 75%of permanently installed fixtures PASS *Rater has verified that all systems are in compliance with IECC rules. REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. Page 2 of 2 NY-ECCC 2016 Building UA Compliance ENERGY Property Organization HERS Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 Rater ID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT R595-1-245CLEARVIEW-MJW.big Elements Insulation Levels NY-ECCC 2016 As Designed Shell UA Check Ceilings: 40.1 72.1 Above-Grade Walls: 97.5 93.0 Windows and Doors: 80.8 68.6 Basement Walls: 85.9 80.1 Overall UA(Design must be equal or lower): 304.4 313.9 Mandatory Requirements The following Mandatory Requirements Fail: Shell UA Check Design must be equal or lower 304.4 313.9 This home DOES NOT MEET the overall thermal performance requirements and verifications of the Energy Conservation Code of New York State-2016 based on a climate zone of 4A. (Section 402, Energy Co servaoonACodea w York State-2016.) Name Matt Wahl Signature Organization Energy Rating Service Inc Date 19 July 2017 REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. 01985-2017 Noresco, Boulder, Colorado. NY-ECCC 2016 Energy Cost Compliance ENERGY Property Organization HERS 9-0 iii fir lel Private Residence Energy Rating Service Inc Projected Rating 245 Clearview Ave 631.383.4198 2017-07-03 Southold, NY 11971 Matt Wahl Rating No:MW00595 RaterID:2572845 Weather:Riverhead, NY Builder 2015 IECC, W/2016 NEW YORK Sligo Construction Corp SUPPLEMENT Annual Energy Cost $/yr NY-ECCC 2016 As Designed Heating 1117 1039 Cooling 141 148 Water Heating 273 273 SubTotal-Used to Determine Compliance 1531 1460 Lights it Appliances 1287 1280 Photovoltaics -0 -0 Service Charge 65 65 Total 2883 2805 Mandatory Requirements Annual Energy Cost Check PASSES Duct Insulation R-Value Check(per Section 405.2) PASSES Window U-Value and SHGC Check(per Section 402.5) PASSES Home Infiltration (Section 402.4.1) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy(Section 403.6.1) PASSES Mandatory Requirements Check Box(NY-ECCC 2016) PASSES This home MEETS the annual energy cost requirements of Section 405 of the Energy Conservation Construction Code of New York-2016 in climate zone 4A. In fact, this home surpasses the requirements by 4.6%. Name Matt Wahl Signature *.ly7V Organization I Energy Rating Service Inc Date 1 In accordance with NY-ECCC 2016, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set to the"prevailing federal minimum standards'as of January, 2009.These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate-Residential Energy Analysis and Rating Software v15.4.1 This information does not constitute any warranty of energy cost or savings. 01985-2017 Noresco, Boulder, Colorado. ENERGY ENERGY RATING SERVICE INC ISLIP TERRACE, NY 11752 k ' 631.383.4198 ENERGYRATINGSERVICE@YAHOO.COM 1��`F Ell New York Residential Energy Code 2016, IECC 2015 Project Address 230 Linda Rd,Mattituck The following insulation& mechanical specifications were used to model the aforementioned address to comply with HERS Index score 54. The Compliance Certificate will reflect these specifications. Please make sure the architect is made aware of any modifications before going for permits. Insulation values on plans must match those on the Code Compliance Certificate Insulation Specifications. • Flat Ceiling: R30 FIBERGLASS • Vaulted Ceiling: R30 FIBERGLASS • Exterior Walls: R19 FIBERGLASS(2X6) R15 FIBERGLASS(2X4)+R5 EXTERIOR FOAM SHEATHING • Foundation Walls: R11 FIBERGLASS BASEMENT BLANKET Mechanical Specifications: *model#s and specs see Manual JS • 87%AFUE OIL BOILER, HYDRONIC COILS IN AIR HANDLER • INDIRECT HOT WATER STORAGE • 14.5 SEER AC Equipment *see manual j for zones and sizing • Balanced Mechanical Ventilation min 120 cfm ERV Other Specifications • Windows/Skylight:0.32 U value,0.29 SHGC • Building Envelope air leakage less than 3 air changes per hour @5o Pa • HVAC system &duct air leakage to outside less than 4cfm25 Pa per 100 sqft • Min 1 Energy Star appliance • Min 75%energy efficient interior lighting • Building cavity cannot be used as ductwork • Pools and permanent spas energy consumption meet requirements IECC2015 R403.10 • All Hot Water pipes insulated to R3 • **Highly Recommend: Dedicated returns to each bedroom • **Dehumidification for basement and crawlspaces Copies of the codes as of 10.3.2016 are available at. IECC2015 http://codes iccsafe.org/app/book/content/2015-1- Codes/NY/2015%201ECC%20HTM L/Chapter%204%20%5BRE%5D.html 2016 Supplement to the NY State ECCC http://www dos.nv gov/DCEA/pdf/2016%20EC%20Supp-Revised-2016-08-12- a pproved%20bvcou ndl%20V-A.Pdf Local Township_h_ttp://ecode360.com/ Southampton http•//ecode360.com/8694502 Home Energy Rating Certificate Rating Date: 2018-06-12 Final Report Registry ID: 017064512 Ekotrope ID: AvjgpE32 IndexHERSO Home: t i • • • • home's , _ 2 U111971 .- w , lower Builder 5 .9home.To learn:more,visit *Relative to an average V5.home Sligo Eonstruction Corp Year Home°s Estimated Energy Use: This home meets or exceeds the Use WWI Annual Cost criteria of the following.- Heating 58.3 $1,104 2006 International Energy Conservation Cade Cooling 1.1 $72 2009 International Energy Conservation Code Hot Water 10.4 $192 2015 International Energy Conservation Code Lights/Appliances 22.2 $1,250 Service Charges $65 Generation (e.g.Solar) 0.0 -$0 Total: 92.1 $2,683 Home Feature Summary: Rating Completed by. MMWW Home Type: Single family detached Energy Rater:Matt Wahl 10 Conditioned Floor Area: 2,845 sq.ft. RESNET ID.2.572845 140 Number of Bedrooms: 3 a Primary Heating System: Pomace•Oil•86,7 AFUE Rating Company:Energy Rating Service Inc 35 Tellar Dr,Islip Terrace,W 11752 'M, zus Primary Cooling System: Air Conditioner.Electric•14.5 SEER Reverence , 631-383-4198 home Primary Water Heating: Water Heater.Oil•0.73 Energy Factor *�+�s House Tightness: 1213 CFM50(2.8 ACH50) Rating Provider:Energy Vanguard ;e Ventilation: 86.0 CFM•35.0 Watts 533 W Howard,Suite E,Decatur,GA 30031) r1 678-662-4332 60 Duct Leakage to Outside: 20 CFM25 r� k ` thkNnnrta Above Grade Walls: R-20 Ceiling: Attic,R-30 �e WlndowType: UValue:0.320,SHGC:0.290 zeroFoundationFoundation Walls: R-11 Matt fiafi,Certi d Energy Rater " gate:6126/18 at 7:55 AM 'w 0•' t w D ENRGY ENERGY RATING SERVICE INC t ISLIP TERRACE, NY 11752 �ll,r//rte l�✓r�iil�i#� 631.383.4198 ENERGYRATINGSERVICE@YAHOO.COM Ste_ New York Residential Energy Code 2016, IECC 2015 Project Address 245 Clearview Ave,Southold The following insulation & mechanical specifications were used to model the aforementioned address to comply with HERS Index score 54. The Compliance Certificate will reflect these specifications. Please make sure the architect is made aware of any modifications before going for permits. Insulation values on plans must match those on the Code Compliance Certificate Insulation Specifications: • Flat Ceiling: R30 FIBERGLASS • Vaulted Ceiling: R30 FIBERGLASS • Exterior Walls: R19 FIBERGLASS(2X6) R15 FIBERGLASS(2X4)+R5 EXTERIOR FOAM SHEATHING • Foundation Walls: R11 FIBERGLASS BASEMENT BLANKET Mechanical Specifications: *model#s and specs see Manual JS • 87%AFUE OIL BOILER, HYDRONIC COILS IN AIR HANDLER • INDIRECT HOT WATER STORAGE • 14.5 SEER AC Equipment *see manual j for zones and sizing • Balanced Mechanical Ventilation min 120 cfm ERV Other Specifications • Windows/Skylight:0.32 U value,0.29 SHGC • Building Envelope air leakage less than 3 air changes per hour @5o Pa • HVAC system&duct air leakage to outside less than 4cfm25 Fa per 100 sqft • Min 1 Energy Star appliance • Min 75%energy efficient interior lighting • Building cavity cannot be used as ductwork • Pools and permanent spas energy consumption meet requirements IECC2015 R403.10 • All Hot Water pipes insulated to R3 • **Highly Recommend:Dedicated returns to each bedroom • **Dehumidification for basement and crawlspaces Copies of the codes as of 10.3.2016 are available at: IECC2015 http//codes iccsafe.org/app/book/content/2015-1- Codes/NY/2015%201ECC%20HTM L/Chapter%204%20%5BRE%5D.html 2016 Supplement to the NY State ECCC http://www.dos.ny Rov/DCEA/pdf/2016%20EC%20Supp-Revised-2016-08-12- app roved%20bvcou nc it%20V-A.pdf Local Township http//ecode360.com/ Southampton http://ecode360.com/8694502 Manual DJS HVAC Load Calculations for P245 Clearview Ave, Southold f' Prepared By: Matt Wahl Energy Rating Service Inc Islip Terrace, NY 11752 631.383.4198 Wednesday, July 19, 2017 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. Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Ratinq Service Manual DJS IslipTerrace NY 11752 *10 Page 2 Project Report General Pro'ect Information Project Title: Manual DJS Project Date: 07/18/2017 Client Name: 245 Clearview Ave, Southold Company Name: Energy Rating Service Inc Company Representative: Matt Wahl Company City: Islip Terrace, NY 11752 Company Phone: 631.383.4198 Design Data Reference City: Suffolk County AFB, New York Building Orientation: Front door faces East Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum D[y Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Check Fi ures Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.351 Square ft. of Room Area: 2,846 Square ft. Per Ton: 1,618 Volume(ft'): 25,568 Building Loads Total Heating Required Including Ventilation Air: 23,815 Btuh 23.815 MBH Total Sensible Gain: 18,046 Btuh 86 % Total Latent Gain: 3,057 Btuh 14 % Total Cooling Required Including Ventilation Air: 21,103 Btuh 1.76 Tons(Based On Sensible + Latent) 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. G:\...\245 Clearview Ave_07182017.rh9 Wednesday, July 19, 2017, 6:27 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Ratinq Service Manual DJS Islip Terrace NY 11752 Pa e 3 Miscellaneous Report System 1 1st Floor Outdoor Outdoor Outdoor Indoor Indoor Grains Input Data Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.17 Duct Sizing Inputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00300 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 650 ft./min 450 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 0 in. 0 in. Outside Air Data Winter Summer Infiltration Specified: 0.150 AC/hr 0.080 AC/hr ---- -- -- - -- —--- 64 CFM------ ---- 34_CFM — ---- -- - - --- --- --- Infiltration Actual: 0.117 AC/hr 0.000 AC/hr Above Grade Volume: X 25,568 Cu.ft. X 25,568 Cu.ft. 2,991 Cu.ft./hr 0 Cu.ft./hr X 0-0167 X 0.0167 Total Building Infiltration: 50 CFM 0 CFM Total Building Ventilation: 75 CFM 75 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: 0.150 AC/hr(64 CFM), Construction: Tight Summer Infiltration Specified: 0.080 AC/hr(34 CFM), Construction: Tight G:\...\245 Clearview Ave_07182017.rh9 Wednesday, July 19, 2017, 6:27 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Rating ServiceManual DJS Islip Terrace NY 11752 1W Page 4 Load Preview Report Net ft Sen Let Net Sen Ht CI Ac Duct Scope To fro Are GainGainGainLoss g 9 Siz CFM CFM CFM Building 176 1,618 2,846 18,046 3,057 21,103 23,815 1,006 1,000 1,000 - - -, - - Svstem 1 ' 1.76 1,618 2,846 18,046 3,057. 21,103 23,815 1,000 1,006 1,006 12x1 Ventilation " j 263', 1,53.6 1,799 1,975 HW Piping Zone 1 2 846 17,783 1,522 19,305 21,568 1,000 1,006 1,000 12x1 1 -- - - -: - --I. --- -+- - 1-Bedroom Front Middle I 1671 2,174 0`; 2,174 1,520 70 122 122 2-- 2-Bedroom Front Left I 172; 2,211 012,211 1,999 93 124; 124 2-4 3-Master Bedroom,WIC s 267; 2,713 0 2,713 2,628 122, 153 153 2-- 4-Master Bath 73� 259} 0: 259' 830' 38 15' 1.5 1-- 5-Hall Bath i 44; 62! 0; 61 84 4 3, 3 1-4 6-Kitchen,Dining,Living 700! 10,364 1,522 11,886 7,834 363 583' 583, __6-- 7-Basement i } i 1,423 01 01 0; 6,673 309' 0' 0! 1-- I I i G:\...\245 Clearview Ave_07182017.rh9 Wednesday, July 19, 2017, 6:27 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Ratmq Service Manual DJS Islip Terrace NY 11752 Page 5 Duct Size Preview Room or Mmimu Maxim u Rough Desig SP Duct Duc Ht Duct Name Source Veloat Velocit Facto L/10 Loss Velour Lent g Clg Act. Duct 9 Flow Flow ow _ iz System 1 t Supply Runouts j l Zonal - 1-Bedroom Front MiddleBuilt-In 4505 7501 0.01f 01; 700.6 70, 12 122' 2-- - - ---i 2-Bedroom Front Left 3 Built-In ; 450; 750 _0 01 0 1'. ; 712.3 93 12 I 124 2— 4501 750 0 011 0.11 15 -- 3-Master Bedroom,WIC ;Built-In i { � I 388.5 122 153' 2 -4-Master Bath Built-in i 4501 7501 0.01 01! _ I 167.1`__ ? 38' 15I _15__ _1-- 5-Hall Bath !Built-In 1 450 7501 0.010.1' 39.7 4,®3 3; 1-- 9. 9 750_ 0.01{ 0.1� 4947 363 58 583 6-- 6-Kitchen,Dining,Levan j Built-In 4501 � ® - � 7-Basement 'Built-In 1 450;1 750, 0.01; 0.11 01 _ — 4 309` O I OI 1_-0 - - - — Other Ducts in System 1 f j Supply Main Trunk ,Built-In i 650; 9001 0003, 01, i 8001 1,000 1,00 1,000 12.1 Summary System 1 -- -- - - - - --- - -- - - ---- --------- - ------ ------- Heating-Flow: 1000 _ - -- - -- - - -- - - - ---- -------- --------- --- -- -- Coolinq Flow: 1000 G:\...\245 Clearview Ave_07182017.rh9 Wednesday, July 19, 2017, 6:27 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Ratinq Service Manual DJS Islip Terrace NY 11752 Pa e 6 Total Building Summary Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain U:0.32, SHGC:0.29: Glazing-U:0.32, SHGC:0.29, u-value 170.2 3,267 0 5,094 5,094 0.32, SHGC 0.29 11 P: Door-Metal -Polyurethane Core 21 6 0 6 6 11 D: Door-Wood-Solid Core 39.7 928 0 294 294 12D-5sw:Wall-Frame, R-15 insulation in 2 x 4 stud 1091.8 4,062 0 386 386 cavity, R-5 board insulation, siding finish,wood studs 12D-Osw: Part-Frame, R-15 insulation in 2 x 4 stud 204 17 0 17 17 cavity, no board insulation, siding finish,wood studs 12D-Osw:Wall-Frame, R-15 insulation in 2 x 4 stud 44.3 229 0 48 48 cavity, no board insulation,siding finish, wood studs 15BO-10sf-8:Wall-Basement, , R-10 board insulation to 1456 4,368 0 0 0 floor, no interior finish, 8'floor depth 16B-30: Roof/Ceiling-Under Attic with Insulation on Attic 723 1,388 0 995 995 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 18A-30: Roof/Ceiling-Roof Joists Between Roof Deck 840 1,714 0 514 514 and Ceiling or Foam Encapsulated Roof Joists, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-30 blanket or loose fill 21A-20: Floor-Basement, Concrete slab, any thickness,2 1423 2,305 0 0 0 or more feet below grade, no insulation below floor, any floor cover, shortest side of floor slab is 20'wide Subtotals for structure: 18,284 0 7,354 7,354 People: 4 800 920 1,720 Equipment: 722 9,351 10,073 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 50, Summer CFM: 0 3,284 0 0 0 Ventilation:Winter CFM: 75, Summer CFM: 75 1,975 1,535 263 1,799 Exhaust:Winter CFM: 35, Summer CFM: 35 Hot Water Piping, 15 ft.Total: 272 0 0 0 AED Excursion: 0 0 158 158 Total Building Load Totals: 23,815 3,057 18,046 21,103 Check Figures Total Building Supply CFM: 1,000 CFM Per Square ft.: 0.351 Square ft. of Room Area: 2,846 Square ft. Per Ton: 1,618 Volume(ft3): 25,568 Building Loads Total Heating Required Including Ventilation Air: 23,815 Btuh 23.815 MBH Total Sensible Gain: 18,046 Btuh 86 % Total Latent Gain: 3,057 Btuh 14 % Total Cooling Required Including Ventilation Air: 21,103 Btuh 1.76 Tons(Based On Sensible + Latent) 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. G:\...\245 Clearview Ave_07182017.rh9 Wednesday, July 19, 2017, 6:27 AM Rhvac-Residential&Light Commercial HVAC Loads dIAL Elite Software Development,Inc. Enerqv Ratinq Service Manual DJS Islip Terrace NY 11752 Page 7 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 CFM Size Vel Btuh Btuh CFM CFM ---Zone 1--- 1 Bedroom Front 167 1,520 20 2-4 701 2,174 0 99 122 Middle 2 Bedroom Front 172 1,999 26 2-4 712 2,211 0 101 124 Left 3 Master Bedroom, 267 2,628 35 2-6 389 2,713 0 124 153 WIC 4 Master Bath 73 830 11 1-4 167 259 0 12 15 5 Hall Bath 44 84 1 1-4 40 62 0 3 3 6 Kitchen, Dining, 700 7,834 103 6-6 495 10,364 1,522 472 583 Living 7 Basement 1.423 6.673 88 1-0 0 0 0 0 0 Ventilation 1,975 263 1,535 HW Piping 272 System 1 total 2.846 23,815 284 18,046 3,057 810 1,000 System 1 Main Trunk Size: 12x15 in. Velocity: 800 ft./min Loss per 100 ft.: 0.099 in.wg Fc—ooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split Btuh Btuh Btuh Net Required: 1.76 86%/14% 18,046 3,057 21,103 Actual: 2.42 80%/20% 23,200 5,800 29,000 Equipment Data Heating System Cooling System Type: Fuel Oil Boiler Standard Air Conditioner Model: WV-DV-03-075 RA1330AJ 1 Indoor Model: RH1T3617STAN Brand: PEERLESS Efficiency: 86.7 AFUE 14.5 SEER Comment : Hot Water Coil in Air Handler Sound: 0 0 Capacity: 92,000 Btuh 29,000 Btuh Sensible Capacity: n/a 23,200 Btuh Latent Capacity: n/a 5,800 Btuh AHRI Reference No.: n/a 7508178 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: 18,046 Btuh, Lat. gain:3,057 Btuh, Sen. loss:23,815 Btuh, Entering clg. coil DB: 75.3F, Entering clg. coil WB: 63.2F, Entering htg.coil DB:68.217, Clg. coil TD: 20F, Htg.coil TD: 70F, Req.clg.airflow:810 CFM, Req.htg. airflow: 284 CFM GA...\245 Clearview Ave_07182017.rh9 Wednesday, July 19, 2017, 6:27 AM r TITLE NO: F17-7404-103733-SUFF District: 1000 Section: 070.00 B1ock:08.00 Lot: 005.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Patrick Donahue and Florence O'Donnell, as Executor's of the Estate of Nellie Donahue who died a resident of Florida,Pinellas County on 02/19/2007. and his/her predecessors in title since prior to 4/l/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: January 20, 2017 FIDELITY NATION TITLE INSURANCE SERVICES, LLC JEAN DUVA Sworn to before me this 20th day of January, 2017 Not Publ' MARY B.CATALDO Notary Public,State of New York No S":,7599 (�u tiiPLrt _iu,,"I lk County Commission Expires 1 TITLE NO. F17-7404-103733-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-070.000-08.00-005.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-070.000-08.00-005.000 John Breitstadt Liber 765 cp 103 TO Dated: 02/01/1911 Katherine A. Breitstadt Rec'd: 05/01/1911 (premises and more) Katherine A.Breitstadt who died a residence of Suffolk County on 09/28/1935, Surrogates File No. 213 P 36. Subject to Life Estate of John Breitstadt who died a residence of Suffolk County on 10/02/1938, Surrogates File No. 125 A 39,then to daughters Lillian C.Breitstadt and Edith C.Breitstadt Mailler. Lillian C. Breitstadt and Edith B. Mailler Liber 4979 cp 296 TO Dated: 04/27/1961 Southold Development Corporation Rec'd: 04/28/1961 (premises and more) FIDELITY NATI NAL TIT E INSURANCE SERVICES, LLC JEAN DUVA Sworn to before me this 20'h day of January, 2017 No ub 'c a4 n nv n!M`i_"Xr) Pewaa --� _,.York iNo )63 "5r)` Qualified in Suffolk County commission Expires ��'1 6 C� 2 Lillian C. Breitstadt and Edith B. Mailler Liber 4992 cp 213 TO Dated: 05/17/1961 Southold Development Corporation Rec'd: 05/26/1961 (premises and more) This is a correction to correct the description in Liber 4979 cp 296. Southold Development Corporation Liber 5508 cp 144 TO Dated: 01/21/1964 William B. Smith Rec'd: 03/04/1964 (premises and more) William B. Smith Liber 6103 cp 107 TO Dated: 12/30/1966 Alexander J. Ostroski . Rec'd: 01/18/1967 Alexander J. Ostroski' Liber 6912 cp 64* TO Dated: 09/11/1970 Patrick Donahue and Nellie Donahue, his wife Rec'd: 04/08/1971 *No proof of death for Patrick Donahue found in Suffolk Surrogates Court. Nellie Donahue who died a resident of Florida, Pinellas County on 02/19/2007. Ancillary Letters Testamentary issued to Patrick Donahue and Florence O'Donnell on 01/09/2008 Suffolk County Surrogates File No. 2012 P 2007. LAST OWNER OF RECORD FIDELITY NATION TITLE URANCE SERVICES, LLC JEAN DUVA Sworn to before me this 20`h day of January, 2017 *oPul�lic MARY S.CATALDJ Notary Public, State of New York No.5037569 Qsjalified in Suffolk County Cominissior;Expires 3 PREMISES NORTH: 1000-070.00-08.00-001.000 Alenxander Kowskis and Anna B. Kowskis,his wife Liber 2667 cp 248 TO ' Dated: 01/02/1947 Frank Zazecki and Stefania Zazecki, his wife Rec'd: 01/13/1947 Frank Zazecki who died aresident of Suffolk County on 03/24/1951, Surrogates File No. 198 P 51. Stefania Zazecki surviving spouse. Stefania Zazecki who died a resident of Suffolk County on 01/16/1989, Surrogates File No. 1205 P89. Irene Kowalski, as Executor of the Liber 12070 cp 685 Last Will and Testament of Stefania Zazecki Dated: 08/30/2000 late of Southold (1205 P 1989) Rec'd: 09/14/2000 TO The Town of Southold LAST DEED OF RECORD PREMISES EAST: 1000-070.00-08.00-006.000 John Breitstadt Liber 765 cp '103 TO Dated: 02/01/1911 Katherine A. Breitstadt Rec'd: 05/01/1911 (premises and more) Katherine A.Breitstadt who died a residence of Suffolk County on 09/28/1935,Surrogates File No.' 213 P 36. Subject to Life Estate of John Breitstadt who died a residence of Suffolk County on 10/02/1938, Surrogates File No. 125 A 39,then to daughters Lillian C.Breitstadt and Edith C.Breitstadt Mailler. FIDELITY NATI NAL TI LE INSURANCE SERVICES, LLC JEAN DUVA Sworn to before me this 2 th day of January, 2017 No c ASUc'.21C�14'4i it ^'•FiiQIIi l.lJUE1Lf commission.Expffe Lillian C. Breitstadt and Edith B..Mailler Liber 4-979 cp 296 TO Dated: 04/27/1961 Southold Development Corporation Rec'd: 04/28/1961 (premises and more) Lillian C. Breitstadt and Edith B. Mailler Liber 4992 cp 213 TO Dated: 05/17/1961 Southold Development Corporation Rec'd: 05/26/1961 (premises and more) This is a correction to correct the description in Liber 4979 cp 296. Southold Development Corp. Liber 7263 cp 332 TO Dated: 08/15/1972 Vito D. Cecchini Rec'd: 10/17/1972 Vito D. Cecchini Liber 7532 cp 453 TO Dated: 11/17/1973 Leo Rauch Rec'd: 11/19/1973 Leo Rauch Liber 7662,cp 549 TO Dated: 06/22/1974 Peter J. Carroll and Dolores Carroll, his wife Rec'd: 06/25/1974 Peter J. Carroll and Dolores Carroll, his wife Liber 9622 cp 110 TO Dated: 07/10/1984 Susan Morton, Jean Roiy,Peter C. Carroll Rec'd: 08/16/1984 and Gary Carroll VIbELITY NATIO AL TI LE INSURANCE SERVICES, LLC JEAN DU Sworn to before me this <�� 0`h day'ofJanuary,, 2017 NVota y P bh MARY B.CATALDO Notary Public,State of New York No.5037569 Oualtfied in Suffolk County 5 Susan Morton, Jean Roiy, Peter C. Carroll Liber: 11899 cp 909 and Gary Carroll Dated: 06/09/1998 TO Rec'd: 06/18/1998 Susan Morton, Jean Roiy, Peter C. Carroll and Gary Carroll Subject to Life Estate of Peter J. Carroll who died a resident of Suffolk County on 05/23/2008, Surrogates File No. 467 S 2008. Susan Morton, Jean Roiy, Peter C. Carroll Liber 12635 cp 392 and Gary Carroll Dated: 07/28/2010 TO Rec'd: 08/25/2010 Iris Zvi LAST DEED OF RECORD PREMISES SOUTH: Clearview Avenue PREMISES WEST: 1000-070.00-08.00-004.000 John Breitstadt Liber 765 cp 103 TO Dated: 02/01/1911 Katherine A. Breitstadt Rec'd: 05/01/1911 (premises and more) Katherine A.Breitstadt who died a residence of Suffolk County on 09/28/1935,Surrogates File No. 213 P 36. Subject to Life Estate of John Breitstadt who died a residence of Suffolk County on 10/02/1938, Surrogates File No. 125 A 39,then to daughters Lillian C.Breitstadt and Edith C.Breitstadt Mailler. FIDELITY NAT ONAL TIT INSURANCE SERVICES, LLC JEAN D Sworn to before me this 0th day of January,2017 �4a 0 1�o&U P b NIAR r 3 GATAL 00 �Jotsry public,S'a0i Neyv y0A No C1misfie"In piles u;t Comm;ssios�Exp�eeS 6 3 Lillian C. Breitstadt and Edith B. Mailler Liber 4979 cp 296 TO Dated: 04/27/1961 Southold Development Corporation Rec'd: 04/28/1961 (premises and more) Lillian C. Breitstadt and Edith B. Mailler Liber 4992 cp 213 TO Dated: 05/17/1961 Southold Development Corporation Rec'd: 05/26/1961 (premises and more) This is a correction to correct the description in Liber 4979 cp 296. Southold Development Corporation Liber 5076 cp 574 TO Dated: 11/06/1961 Edward H. Ryba and Sophie A. Ryba,his wife Rec'd: 11/06/1961 Edward H. Ryba and Sophie A. Ryba,his wife Liber 6150 cp 163 TO Dated: 05/06/1967 Gas Bor Inc. Rec'd: 05/10/1967 Gas Bor Inc. Liber 6455 cp 402 TO Dated: 11/06/1968 Charles C. Niedzierski and Rec'd: 11/15/1968 Mabel N. Niedzierski,his wife No proof of death for Charles C. Niedzierski and Mabel N. Niedzierski found in Suffolk County Surrogate court. Peter Hinrichs and Miriam Betts, as Liber 8105 cp 587 Executors of the Last Will and Testament Dated: 09/07/1976 Of Mable Helen Niedzierski, late of Rec'-d: 09/16/1976 Nassau County. TO Richard Labita and Claire Labita, his wife FIDELITY NATION TI,E INSURANCE SERVICES, LLC JEAN DUV ' Sworn to before me this �.) 20" day of Jan y O1 'Av No ubfi TALDO MARY 8 CA Notary Public,State of New York 7 No.5037569 Qualtfied in Suffolk County Comm=ssion ExPlres Richard Labita and Claire Labita Liber 8550 cp 450 TO Dated: 12/04/1978 Claire Labita Rec'd: 12/15/1978 Claire Labita Liber 8767 cp 138 TO; , Dated: 01/16/1980 John D. Bender and Jane J. Bender, his wife Rec'd: 01/22/1980 John D. Bender and Jane J. Bender, husband and wife Liber 12145 cp 660 TO Dated: 09/05/2001 Andrew G. Duerwald,IV Rec'd: 10/05/2001 Andrew.G, Duerwald,IV Liber 12622 cp-35 TO Dated: 04/05/2010 Christina Goldsmith Rec'd: 04/15/2010 Christina Goldmith-N/K/A Christina Quarty Liber 12809 cp 991 TO I'' Dated: 01/01/2015 Kevin Quarty and Christina Quarty,husband and wife Rec'd: 03/12/2015 LAST DEED.OF RECORD PREMISES WEST: 0100-070.00-08.00-003.000 John Breitstadt Liber 765 cp 103 TO I' Dated: 02/01/1911 Katherine A. Breitstadt Rec'd: 05/01/1911 (premises and more) Katherine A.Breitstadt who died a residence of Suffolk County on 09/28/193 5,Surrogates File No. 213 P 36. Subject to Life Estate of John Breitstadt who died a residence of Suffolk County on 10/02/1938, Surrogates File No. 125 A 39,then to daughters Lillian C.Breitstadt and Edith C.Breitstadt Mailler. FIDELITY NATIO AL TI LE INSURANCE SERVICES,LLC JEAN DUVX Sworn to before me this 20th day of January, 2017 6a lqot\arj Puhli, f3.C ATAIf_Do Notary P;ib11c. tac-a of NL,vv`fora Nn. �037569 Oualifi d in Suffolk County 8 comrmssion E"Plies S.C.T.M. N0. DISTRICT- 1000 SECTION: 70 BLOCK: 8 LOT(S):5 TYPICAL DRYWELL CROSS SECTION #R 10—17—0 0 6TYPICAL SILT (CONC. PRECAST COMPONENTS) SCREEN SECTION 50'MIN. E'SUB FOR NON-7RAFFIC BEARING B'SLAB FOR T17AFFIC BEARING B GEOTExOLE FABRIC HEAVY DUTY SEDIMENT ON SITE SUPPORT POSTS APPROVED IN �� CAST IAF FRAME AND APPROVED OUREf PIPE WOOD OR METAL MIN.4'DIA. COVER 70 GRADE TO F'P QOLINCS PITCHED 1/L7%1' PITCHED 1/B%1' HAY BAIL AND/OR ELow DIRECTION z ZSILT FENCING ® � ❑ Z EXCAVATED AND M BACKFILLED TRENCH LLI EXISTING GROUND C3 0 O J �G�• !4� N �s Wmom O Q /Q� . r ImD,ul W wCONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 3/4' STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. CD MIEN 8' _ BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL LAND N/F SUFFOLK COUNTY DEPARTMENT OF Hr-AL7 H SERVICES OF TOWN OF SOUTHIOLD PERMIT FOR APPROVAL OF CONSTRUCTION FOIA VACANT 150' � SINGLE FAi iLy RmDENCE ONLY � i S70003'10"E 108.01' DATE LV�' 7�'i,�. REF. 7410. l D 17-0 / — EL 19.5 ,� EL 16.5 APPROVED M F013 MAXIUM OF BEDROOMS 1 � � EXPIRE9 THREE YEARS F Off! DATE OF APPROVAL i / J/ LAND N/F o I / OF PROPOSED LIMB \\ IRENE CORDES STEWART � / OF DISTURBANCE t / 1 / PROPOSED GRADE � DWELLINGS j � j I W/PUBLIC WATER I / EXISRNG GRADE^ \ 150'-� DWELLINGS I / / 118 $ / \ W PUBLIC WATER I /s 8 / 1 1Re / LAND N/F 1 118 / OF EL 19.5 1 / I IRIS ZVI 1 (16) 1 / PIPE I 16 I / I I LP io LAND N/F 2.9' I 14 I / AREA OF LAWN I I ? I / MAINTAINED BY OTHERS - -KEVINI & CHRISTINA QUART i -- � I / \\EL(16.0) 1 EL 14.6 / EL(14.5) / v_ DWELLINGS 25L ' 28.8/ -1 W/PUBLIC WATER I / I Z �+A 12 m 1 0 I L W / I ELEV. 11.9o� N W OL BROWN 0.6' LOAM _ r, to I EIL(16.0) I .3 'rR"Q ° l 7' �L(13.5) BROWN W ko I I CLEAN UT/W I 1 ???�ROOM yyyyT 4ill \ \ NCRETE WASH OUT AREA SC LAYEY SAN 2.9' ~ q Q I / i I WORGAL TANK f 114 O 14 / I IN BED OF PROPOSED DRIVEWAY. 1 O �� V �� Z P• �� 10'MIN1 NI 0 0 \vv to r" � SP MEDIUM 7.2' T"n OD I I(16) ti I.P. �\ 15 �' " F 11-�� I eQC4 P Z.ELLGA �/ I \ EL 10.2 WATER EL 1.2 Y�-1 MNXPLT FENCE 1 r"BROWN 191f PIP EL/18.1 W MIN EL 14.51 N MEDIUM SAND o e RROPI GEAREA 1 I I 1 119.61' ��UTEUTILRTHES sP �'G73 51 0 GUYP. GRAVEL AND CONSTRUCTION ENTRANCE IN WATER EDGE OF PAVEMENT AVENUE _ — 17' I CL 10.5 DEC. 20, 2016 CLEARVIEW _ _ DRAINAGE CALCULATIONS: CL 16.3 CLI 12.2 —' — K. WOYCHUK LS _ _ .._.._. — .—• WAR MAIN DWELLINGS A) DWELLING FOOTPRINT-1,800 SQ.Fr. W/PUBLIC WATER 1,800 x 0.166-298.60 < 299cf REQUIRED DWELLINGS 150' (2) B'DIA x 4' DEEP ORYWELL=338cf PROVIDED W/PUBLIC WATER B) DRIVEWAY=440 SQ.Fr. 500 x 0.166= 73.Ocf CaRECE ® 150' ZONED R-40 (1) 8'DIA x 2' DEEP DRYWELL= 84dPROVIDED u �Y REVISED 02-20-17 ED ] NON CONFORMING LOT THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FRONT YARD: 35' MIN REAR YARD: 35' MIN s� LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS SIDE YARD: 10'MIN. 25' TOTAL F11.72 2 3 2017 AND OR DATA OBTAINED FROM OTHERS AREA: 22,920.86 SQ.FT. or 0.53 ACRES SUFE ELEVATION DATUM: NAVD88 ________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A �M F&'#4 EW YORK STATE EDUCA77ON LAW. COP/ES OF THIS SURVEY MAP NOT BEAR/NG THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS7777JT70N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPEC/FIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUETURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EV/DENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED T0: SLIGO CONSTRUCTION; MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design rf� P.O. Box 153 Aquebogue, New York 11931 FILE # 16-225 SCALE: 1„=30' DATE: DEC. 20, 2016 PHONE (831)298-1588 FAX (631) 298-1588 t N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 70 BLOCK: 8 LOT(S):5 TYPICAL DRYWELL CROSS SECTION #R10-17-006 TYPICAL SILT (CONC. PRECAST COMPONENTS) SCREEN SECTION Be MIN. B'SLAB FOR NON-TRAFFIC BFARRO .5` .. GEOTMLE FABRIC B'SLAB FOR 7RWM BEARING HEAVY DW SEDIMENT ON SITE SUPPORT POSTS APPROVED IW PIPE CAST IRON FRAME AND APPROVED OUT EF PIPE WOOD OR METAL MUL 4'DA. COYFIt TO GPADE tG E YIA 4 DU PITCHED 1/8'/T' "'M Tom./L. FUNDS HAY BAIL AND/OR Flow DIRECTION SILT FENCING EXCAVATED AND ® o a o 0 BACKFILLED TRENCH • a,q� �'�� DUSTING GROUND 3p . • �y'' •� may ' � � N - 2'KUU" W w CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. PLL TO 18' (MIn.) ABOVE EXISTING GRADE FOR DRAINAGE. 3'MIN. COLLAR BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL LAND N/F OF TOWN OF SOUTHOLD VACANT 150' S70003'10"E 108.01' I � f r EL 19.5 // EL 16.5 tom- I / C,W 1 a I j O 1 I / � I LAND N/F 1 / OF PROPOSED LIMIT \ IRENE CORDES STEWART i 1 OF DISTURBANCE t 1 / / 1 % `PROPOSED GRADE \ � DWELLINGS 1 n % I W/PUBLIC WATER I / EXLSTTNG GRADE DWELLINGS II / W/PUBLIC WATER 118 $ / LAND N/F j / I IRIS• EL 19.5 I / PIPE I 16 I / I II o C2 I LANDOF/F 2.9' I 0 i 14 / AREA OF LAWN / MAINTAINED BY OTHERS KEVIN & CHRISTINA QUARTY III, � \ EL(16.0) I EL 14.6 / EL(14.5) / 28.5'/ DWELLINGS 2,!%1 �jiIlIlijj!;!j � It (F14 W/PUBLIC WATER N1 N,li, ",A�`�VI I I •N'rfI'�, I''"4ii'yli If j!�7!ji•Ii�fJ1III1f AyIl,Z��','>1I;'IA,piii,{'�lin 'i(t01 12I nm H I ',i ,'rzll i! i'•i'i�l 1.11.3�7i'�.�..G.ii i'i'`"'E�lii i Il��O� ! / w 1 ELEV. 11.9 C110 6.0) ' ';'Z^Q(n �AiIiqi;'pIii II"q�E'?I,• '.,'� E6?13.5)I OLLOAM BROWN0.6' koI cLEwaUr/7RaP o 1 v / 3-4 BED OM -1 �•' e-- CONCRETE WASH OUT AREA BROWN W ° I t 000SANTT�Gy ANK I 1 (14, \ N BED OF PROPOSED DRIVEWAY. Sc YEY SAN 2.9' I P. e'DwlT2 D(IEP Pool rn ' 'I IO'MIN�1 MEDIUM 7.2' MIN �P 16) LIP. 15 Iv {I r I v EL 10.2 SP SAND 1 I ' I I 5 � I EL 11II9 � / � WATER EL 1 2 SILT FENCE IMIN �} ' BROWN 191'f PIP EL/18.1 EL 14.5 I GudT� ' MEDIUM SP SAND N7351'00"WPSTAGGIiNDCEDAREA :m I 119.6 ' P. oOVERunPONSF�,�w GRAVEL AND CONSTRUCTION ENTRANCE IN WATER —17' EDGE OF PAVEMENT ' AVENUE CL 10.5 DEC. 20, 2018 T ARVIEW K. WOYCHUK LS DRAINAGE CALCULATIONS: CL 16.3 C LE CL 12.2 ._•,_. —WATER•1�1AI1J'—•'—• — DWELLINGS A) DWELLING FOOTPRINT=1.800 SQ.FT. ._.._.._.._..�.._.._. W/PUBLIC WATER 1.800 x 0.156=298.80 < 299d REQUIRED DWELLINGS 150' (2) 8'DIA x 4' DEEP ORYWELL=338Ef PROVIDED W/PUBLIC WATER B) DR[VEWAY-503 SQ.FI 150'—� REVISED 05-31-17 5x DEEP �� REVISED 02-20-17 ZONED R-40 (t)1) e'DIA IA x x 22'' DEEP DRYWELL= 84cf PROVIDED NON NON CONFORMING LOT D THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FRONT YARD: 40' MIN LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS REAR YARD: 50' MIN SIDE YARD: 15'MIN, 35' TOTAL AND OR DATA OBTAINED FROM OTHERS AREA: 22,920.86 SQ.FT. or 0.53 ACRES JUN - 1 2017 ELEVATION DATUM.- NAVD88 — UNAU7HORIZED AL7ERA77ON OR ADD177ON TO 7H/S SURVEY 1S A V70LA77ON OF SEC770N 7209 OF THE NEW YORK ST471= EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT=w7LE A VALID TRUE COPY. GUARAN7EES INDICA7FD HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON,. COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LIS7FD HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS71TU770 , ANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 7HE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]THEREFORE THEY ARE NOT IN7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMEN7S AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: FILED: SITUATED AT. SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 16-225 SCALE: 1"=30' DATE: DEC. 20, 2016 PHONE (831)298-1588 FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. N0. DISTRICT: 1000 SECTION: 70 BLOCK: 8 LOT(S):5 SU" t'. #R10-17-006 AVP,--, C-rA1,1J1S"9PRk1CTEDW0RX8 _@:WGLEF O:oAMLY RESIDENCE Icn- FM MY 3 0 H.S.Ref.No. LZ�06 Y!,: 'KQ D 11 CTOCS2 C=30 ETd C=--UVV ktn@3 al 6113 t=�n C�=Z=2 1 4 t,--ttCd E%YtU @DC!Z�O RFW c�0,-1270�W @M37 CC�ata ED 9WR0= ij, G-VaT. sLAND-'IF WI�uaZT! OF Chief oy;�&&FUOIIV Craig Knepper, P.E TOWN OF OUTHIOLD ()j Wa5tewater WrIagement S70003'10"E 108.01' EL 19.5 EL 16.5 O ti LAND N/F OF IRENE CORDES STEWART 00 04 LAND NIF OF EL 19.5 IRIS ZVI PIPE LAND NIF DRY WELL OF WDIAX4'DEP WOOD KEVIN & CHRISTINA QUARTY EGRESS pr9op L 16.8 WINDOW WELL EL 15.6 F9 28.2 ,:I•ST -8 0 -EL C.0 CA — 25.0 2916. X. EL 15.8 &7x4.2'1Mw-4 Op 25' .31- L.P. J. 4c�127' —4 BEDROOM 4.1 Co L.P. SAMARY SMW -E co 1+1 (2)8'I&x6 ID'000'DGAL EEP POOTANK LS 1 iz 7_� EL 10.2 zrn 1-4 191,± EL 18.1 X PIP EL i L N73051'00"W i EDGE OF PAVEMENT ARVIEW AVENUE CL 10.5 DRAINAGE CALCULATIONS: CL 16.3 CLE :CL 12.2 ------ -------- A) DWELLING FOOTPRINT=1,800 SQ.Fr. ir X 0.166-298.80 < 299cf REQUIRED () S,DA X 4' DEEP DRYWELL-338cf PROVIDED 9) DRIVEWAY-503 SQ.FT. 503 x 0.166- 83cf (1) B'DIA x 2' DEEP DRYWELL- 84cf PROVIDED FINAL SURVEY 05-20-18 FND. LOC. 12-01-17 ZONED R-40 NON CONFORMING LOT FRONT YARD: 40' MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 50' MIN LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS SIDE YARD: 15'MIN. 35' TOTAL AND OR DATA OBTAINED FROM OTHERS. AREA: 22,920.86 SQ.FT. or 0.53 ACRES ELEVATION DATUM. NAVD88 UNAUTHORIZED ALTERA71ON OR ADD17ION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF 7741S SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777-177ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 0774ER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S77?UCURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SLIGO CONSTRUCTION; MAP OF: FILED: SITUATED AT. SOUTHOLD TOWN OF. SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC -SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design 41,>,Zj P.O. Box 153 Aquebogue, New York 11931 FILE # 16-225 SCALE: 1"=30' DATE: DEC. 20, 2016 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert T. Hennessy & Kenneth M. Woychuk r ' tb+ Stiff®lk Cou ty.�ExecutivelPs Vice of�Consumer .Affa�rs S VETERANMEMORIAL HIGHWAY � HAUPPAUGE, NEW YORK 11788 `�3 F • �� . DATE ISSUED:, 8/22/2001 No. - --- -- ----_ _-- ----------- -�� _ SUFFOLK COUNTY_ � r {, yHome Improvement Contractor License -- � This is to certify that � doing business as _._-. _ . ._-- _ SLIGO COIVS'I'RIJC'I'II0N CORP having furnished the requirements set forth in accordance with grid subject to the provisions of applicable laws,-rules and regulations,of the County of Suffolk, State of New York is hereby licensed to conduct business as a HOME- IN PROVEMENT CONTRACTOR, in the County of.Suffolk. may= Additional Businesses ti= NOT VALID WIT14-OUT - . R 9 DEPARTIVIEN TAY.S)EAI � AND A CURRENT CONSUMER AFFAIRS _ ID CARD y Director may, � . �` �:; .,h\ �"ti� �. �r5. :'�,+t � ,.� /�b��,-• .��x� ,yC ` ��r� «� �+v" '4A/'� �`•�`� n;. + .,5,s,� ',J, r n" �!y^oo at ^i b•�,�`�,�ecs�a r`�a�M� ""' r (� � °L`-�', 'h"§•. � R�x, a p'Yb ., `b � nb '� "�' t,�� a dib�` ��w' f^ • ��`o { r � l�i±"' ,c� � tp � `� g^h�'' r.k '�!�' ,'7 �,�✓, �rF �r "`n'c�' !,{ t.d ,.dt} '�'+r �,� CERTIFICATE OF LIABILITY INSURANCE DATE(AtA1iDDlYYY17 01109/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING,INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or he endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on ,this certificate does not confer rights to the certificate holder in lieu of such endorsement(S). PRODUCER CONTACT NAME: Lisamarie Labozetta Aspen Agency Inc, AI o E . 631-471-7575 1,..No•631-389-2439 191 Ronkonkoma Avenue ADDRESS: lisa@aspen-ny.com Ronkonkoma, NY 11779 INSURERS AFFORDING COVERAGE NAIL# INSURER A: Southwest Marine 8:General Insurance Co INSURED INSURERB: Sligo Construction Corp INSURER C: 1145 Bay Haven Lane INSURERD: Southold,NY 11971 INSURER E- INSURER F: COVERAGES CERTIFICATE NUMBER: 00000000-0 REVISION NUMBER: 33 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INS TYPE OF INSURANCE ADOL SUBR POLICY EFF POLICY EXP LTR POLICY NUMBER MM DD MMIDD LIMITS A X COMMERCIAL GENERAL LIABILITY GL2015RLH00304 07/1712016 0711712017 EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE I OCCUR PREM DAMASE TO ES Ea RENTED occurrence) $ 100,000 X Contractual Liab MED EXP(Any oneperson) $ 5,000 X Prim/Non Contrib PERSONAL BADVINJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER. GENERAL AGGREGATE $ 2,000,000 ECT LOC PRODUCTS-COMPIOP AGG $ 2 OOO OOO POLICY NI OTHER. $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea acade.t ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Peraccldent) $ HIREDNON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY eras❑dent $ A UMBRELLA LIAB )( OCCUR EX2016RLH00059 07/21/2016 07/17/2017 EACH OCCURRENCE $ 2,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED I X I RETENTION$ 10,000 $ WORKERS COMPENSATION PEROTH- AND EMPLOYERS'LIABILITY y I N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E L EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? (Mandatory In NH) E L DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ LI DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN 54375 ROUTE 25 ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 AUTHOR[Z D EPRESENTAnVE Southold,NY 11971 LIS ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Printed by LIS On January 09,2017 at 09:38AM -+y SLIGO-1 OP ID:AF AC®RLQ r ATE(MMIDDIYYY1) kft- TYINSURANCE01/09/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s).- PRODUCER - NAME. Timothy B.Derham Inter Insurance Agency PHONE FAX 380 North Broadway,Suite 400 C No Ext:516-352-7500 (AIC, A/c No). 516-437.0435 Jericho,NY 11753 Env E Timothy B.Derham ss;tderham@interinsurance.com INSURERS AFFORDING COVERAGE NAIC# INSURER A:The State Insurance Fund 36102 INSURED= , Sligo Construction,Corp. INSURER B;Progressive Insurance Company 24260 Paul Davey 145 Bay Haven Lane INSURER C: Southold,NY 11971 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD -INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADOL SUBN TYPE OF INSURANCE POLICY NUMBER MMILPOLICY EXP LTR DDI ICY EFF MMIDD LIMITS GENERAL LUU31LTfY- EACH OCCURRENCE $ DAMAGE COMMERCIAL GENERAL LIABILITY PREM SES Ea or $ CLAIMS-MADE ElOCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER- PRODUCTS-COMPIOP AGG $ POLICY PRO- LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT 17000,000 Ea accident B X ANY AUTO X 02527453-0 06/16/2016 06/16/2017 BODILY INJURY(Per person) $ ALL OWNEDSCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS PERACCIDENT UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION X I WC STATU- OTH- AND EMPLOYERS'LIABILITY TORY LIMBS ER A ANY PROPRIETOR/PARTNER/EXECUTNE F/N L13537337 04115/2016 04/15/2017 E L EACH ACCIDENT $ 1,000,00 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,00 If yes,describe under DESCRIPTION OF OPERATIONS below E L DISEASE-POLICY LIMIT $ 1,000,00 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101,Additional Remarks Schedule,If more space Is required) CERTIFICATE-HOLDER CANCELLATION TOWNSOH SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. P0BOX 1179 54375 ROUTE 25 AUTHORIZED REPRESENTATIVE - SOUTHOLD,NY 11971 ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD ( T(DEPT OF LABOR, SUFFOLK CCUN LICENSING&CONSUMER AFFAIRS wm e HOME IMPROVEMENT .T CONTRACTOR LICENSE � 10Wn NAME PAUL JDAVEY This certifies that the BUSNESS NOME bearer Is duly SLIGO CONSTRUCTION CORP licensed by the County of Suffolk ✓/` / / 29373-H os/2ti2oot coma.... E%PRA.:CN Ml= 08101/2017 Ll I �n 3 _ 2 9 C,I�� S �Y- xi �av Tt Aj MD DD NOV 1 5 2017 TOVF14 OF SOU111OLD C(3 REScheck Software Version 406.4 Compliance Certificate Project NEW ONE STORY DWELLING Energy Code: 2015 IECC Location: Southold, New York \ 1E Construction Type: Single-family EL N K C Project Type: New Construction ��'�� '<', I A Orientation: Bldg. faces 90 deg. from North ,y Conditioned Floor Area: 0 ft2 w Glazing Area 7% Y f� Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 245 CLEARVIEW AVE PAUL DAVEY EMMANUEL TEHN-ADDY SOUTHOLD, NY 11971 SLIGO CONSTRUCTION TEHN DESIGN GROUP LLC 1145 BAY HAVEN LANE 125 E.SUNRISE HWY SOUTHOLD,NY 11971 LINDENHURST, NY 11797 Compliance: 12l.�8%%Better�lThan ++Code Maximum UA- 242 Your UA: 211 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,321 30.0 0.0 0.035 46 Ceiling 2: Cathedral Ceiling 138 38.0 0.0 0.027 4 Wall 1:Wood Frame, 16" o.c. 266 13.0 5.0 0.057 6 Orientation: Left side Window 1:Wood Frame:Double Pane with Low-E 82 0.300 25 SHGC: 0.30 Orientation: Left side Door 1:Solid 48 0.350 17 Orientation: Left side Door 2: Glass 24 0.300 7 SHGC: 0.30 Orientation: Left side Wall 2:Wood Frame, 16"D.C. 558 13.0 5.0 0.057 32 Orientation: Back Wall 3:Wood Frame, 16"D.C. 251 13.0 5.0 0.057 14 Orientation: Right side Wall 4:Wood Frame, 16" D.C. 460 13.0 5.0 0.057 26 Orientation: Front Floor 1:All-Wood Joist(fruss:Over Unconditioned Space 1,426 30.0 10.0 0.024 34 Project Title: NEW ONE STORY DWELLING Report date: 03/17/17 Data filename: C:\Users\EMMANUEL\Desktop\DAVEY l.rck Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed budding has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed ' the REScheck Inspection Checklist. Name-Title Signature v Date Project Title: NEW ONE STORY DWELLING Report date: 03/17/17 Data filename: C:\Users\EMMANUEL\Desktop\DAVEY l.rck Page 2 of10 REScheck Software Version 4"6®4 Inspection Checklist Energy Code: 2015 IECC Requirements: 39.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified .# Pre-Inspection/Plan Review Value, Value Complies? Comments/Assumptions & Req.l® 103.1, :Construction drawings and j �❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ;Location on plans/spec: I❑Not Observable ,I(-)) building envelope.Thermal ;See section view and energy envelope represented on I❑Not Applicable (certificate. ;construction documents. i 103.1, ;Construction drawings and t S❑Complies 103.2, documentation demonstrate �❑Does Not 403.7 ;energy code compliance for [PR3]1 lighting and mechanical systems. i ❑Not Observable U :Systems serving multiple ,❑Not Applicable ;dwelling units must demonstrate ; (compliance with the IECC Commercial Provisions. i l 302.1, ;Heating and cooling equipment is; Heating: ; Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not [PR2]2 ion loads calculated per ACCA Cooling: Cooling: ❑Not Observable ' Manual J or other methods Btu/hr Btu/hr ❑Not Applicable approved by the code official. pp Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 03/17/17 Data filename: C:\Users\EMMANUEL\Desktop\DAVEY 1.rck Page 3 of 10 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 ;A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [FO11]2 i protect exposed exterior insulation :❑Does Not U Sand extends a minimum of 6 in.below ❑Not Observable;Location on plans/spec: No exterior insulation. 'grade. :❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies ; [FO12]2 -''installed. ;❑Does Not 0 ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 03/17/17 Data filename: C:\Users\EMMANUEL\Desktop\DAVEY 1.rck Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, :Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FRl]1 ; ;❑Not Observable L ; ; ;❑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 ; COO ; , 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 dare determined in accordance I IE]Does Not C01) ;with the NFRC test procedure or ( '❑Not Observable Location on plans/spec: ;taken from the default table. 1 ; :See drawings for window ?❑Not Applicable ;manufacturer and specs. 402.4.1.1 ;Air barrier and thermal barrier 10Complies ;Requirement will be met. [FR23]1 installed per manufacturer's j❑Does Not instructions. Location on plans/spec: ; ,❑Not Observable ;See section view and details. J❑Not Applicable 402.4.3 :Fenestration that is not site built i I❑Complies ;Requirement will be met. [FR20]1 �is listed and labeled as meeting +❑Does Not AAMA/WDMA/CSA 101/I.S.2/A4401 ' ; ,or has infiltration rates per NFRC ❑Not Observable ; 400 that do not exceed code }❑Not Applicable ; limits. ; 402.4.5 1.IC-rated recessed lighting fixtures; - {❑Complies !Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not ;,and labeled to indicate :52.0 cfm s ;Location on plans/spec: Not Observable ❑ ;leakage at 75 Pa. { Z❑Not Applicable ;Visually inspect on site. 403.2.1 Supply and return ducts in attics r❑Complies I [FR12]1 !insulated >= R-8 where duct is ;❑Does Not >=3 inches in diameter and > ;R-6 where< 3 inches.Supply and, return ducts in other portions of i ;❑Not Applicable ;the building insulated >= R-6 for diameter>=3 inches and R-4.2 , for< 3 inches in diameter. j 403.3.3.5 !Building cavities are not used as ;❑Complies [FR15]3 ;ducts or plenums. I❑Does Not J❑Not Observable i �❑Not Applicable 403.4 S HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 labove 105 OF or chilled fluids ; ;❑Does Not L� below 55 OF are insulated to>_R- ;❑Not Observable 3. ; i ;❑Not Applicable 403.4.1 :Protection of insulation on HVAC I j❑Complies ; [FR24]1 piping. # ;❑Does Not U i❑Not Observable ;❑Not Applicable 403.5.3 S Hot water pipes are insulated to ; R- R- ;❑Complies [FR18]2 >_R-3. :❑Does Not V' j '❑Not Observable ' ;❑Not Applicable 403.6 ;Automatic or gravity dampers are I ❑Complies ;Requirement will be met. [FR19]2 ;installed on all outdoor air S❑Does Not intakes and exhausts. ;Location on plans/spec:To I ❑Not Observable ;be provided by hvac sub- 1 i❑Not Applicable ;contractor. 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 03/17/17 Data filename: C:\Users\EMMANUEL\Desktop\DAVEY 1.rck Page 5 of10 c Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 03/17/17 Data filename: C:\Users\EMMANUEL\Desktop\DAVEY l.rck Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.l® 303.1 ;All installed insulation is labeled f ❑Complies ;Requirement will be met. [IN13]2 iorthe installed R-values f ❑Does Not �. I provided. ! J❑Not Observable i l❑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 ObservableCal ; ❑Not Applicable 303.2, ;Floor insulation installed per s❑Complies !Requirement will be met. 402.2.7 !manufacturer's instructions and = #❑Does Not [IN2]1 ;in substantial contact with the ( I Location on plans/spec: ❑Not Observable :underside of the subfloor, or floor :See Applicable :See section view on framing cavity insulation is in PP :drawings. contact with the top side of ; ,sheathing,or continuous insulation is installed on the I underside of floor framing and extends from the bottom to the top of all perimeter floor framing IJJJ 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/z of the ❑ 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 �^g, :requirement applies (FR10). ;❑ Steel E] Steel ;❑Not Applicable ; 303.2 ;Wall insulation is installed per 1' ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. i ,❑Does Not Location on plans/spec: {{ 1❑Not Observable :See section view on i �❑Not Applicable drawings. Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 03/17/17 Data filename: C:\Users\EMMANUEL\Desktop\DAVEY 1.rck Page 7 of 10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 [FI1]1 I ;❑Not Applicable 303.1.1.1, ;Ceiling insulation installed per ;❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every ❑Not Observable Location on plans/spec: 300 ft2. f❑Not Applicable ;See section view foe ceiling PP insulation specs. No blown I ;insulation. 402.2.3 ;Vented attics with air permeable } 113Comphes ;Requirement will be met. [FI22]2 insulation include baffle adjacenti i ❑Does Not Ito soffit and eave vents that 11 Location on plans/spec: extends over insulation. # ❑Not Observable See section view. ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- R- ;❑Complies :Requirement will be met. [F13]1 :insulation >_R-value of the ;❑Does Not ;adjacent assembly. ; ;Location on plans/spec: ❑Not Observable ;See attic access location on ❑Not Applicable ;floor plans. 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 each in Climate Zones 1-2,and E❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable Location on plans/spec:To be provided by certified ❑Not Applicable tester. 403.2.3 ;,Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies ; [F14]1 1cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in UNot Observable tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ftz ftz :❑Does Not ;either. Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch ;w.g, across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ( Roes omplies [FI24]1 ;by manufacturer at<=2%of t Not ;design airflow. , ; ❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies [Fig]z !installed for control of primary ❑Does Not jheating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ( iE]Not Applicable 403.1.2 Heat pump thermostat installed j❑Complies [FI10]2 ;on heat pumps. j❑Does Not s • � �❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 03/17/17 Data filename: CAUsers\EM MAN U EL\Deskto p\DAVEY 1.rck Page 8 of 10 section Plans Verified Field Verified # Final Inspection Provisions Value "-Value Complies? Comments/Assumptions &Req.ID 403.5.1 Circulating service hot water �❑Complies [FI11]z (systems have automatic or i I❑Does Not iIaccessible manual controls. }❑Not Observable }❑Not Applicable 403.6.1 All mechanical ventilation system " #❑Complies [F125]2 fans not part of tested and listed HVAC equipment meet efficacy (❑Does Not and air flow limits. i []Not Observable ( IE]Not Applicable 403:2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Nat Observable 1 ,temperature based on outdoor ❑Not Applicable (temperature. 403.5.1.1 Heated water circulation systems = ❑Complies [F128] have a circulation pump.The ❑Does Not system return pipe is a dedicated I return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- jElNot Applicable syphon circulation systems are not present. Controls for I circulating hot water system j pumps start the pump with signal )for hot water demand within the 1 occupancy. Controls automatically turn off the pump ,when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2s Electric heat trace systems ❑Complies [F12 9]2 comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically j adjust the energy input to the ❑Not Observable i heat tracing to maintain the ❑Not Applicable desired water temperature in the . I piping. 403.5.2 Water distribution systems that 10Complies [F130]2 have recirculation pumps that 3❑Does Not pump water from a heated water 3❑Not Observable ' supply pipe back to the heated 4 )❑Not Applicable water source through a cold water supply pipe have a ; demand recirculation water , system.Pumps have controls i4 (that manage operation of the i 'pump and limit the temperature of the water entering the cold j water piping to 1049F. 403.5.4 Drain water heat recovery units ;❑Complies [FI31]2 ,tested in accordance with CSA i❑Does Not j B55.1. Potable water-side S '[]Not Observable pressure loss of drain water heat recovery units<3 psi for i❑Not Applicable }individual units connected to one 5 {or two showers. Potable water- '(side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. 404.1 ;75%of lamps in permanent 10Complies [FI6]1 fixtures or 75%of permanent PDoes Not ;fixtures have high efficacy lamps. R❑❑Not Observable ' ;Does not apply to low-voltage lighting. tNot Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 03/17/17 Data filename: C:\Users\EMMANUEL\Desktop\DAVEY 1.rck Page 9 of 10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 404.1.1 i Fuel gas lighting systems have3❑Complies (FI23]3 no continuous pilot light. Roes Not ° =❑Not Observable 1 ❑Not Applicable ; 401.3 l Compliance certificate posted. i❑Complies ;Requirement will be met. [FI7]2 i �❑Does Not '❑Not Observable Location on plans/spec: J ;See section view and energy ❑Not Applicable certificate. 303.3 'Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating J❑Does Not systems have been provided. #❑Not Observable , f❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NEW ONE STORY DWELLING Report date: 03/17/17 Data filename: C:\Users\EMMANUEL\Desktop\DAVEY l.rck Page 10 of10 2015 IECC Energy e a Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 40.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.35 0.30 Heating System: Cooling System: Water Heater• Name: Date: Comments Dw PLUMBING ALL PLUMBING WASTE TESTING BEF ORE COVERING 0 0 s FCS ; Ti I: ".:aTl:?;iS: Pt Ui✓IL G�~r TIFICATiON TTA" .,' CIUIRFED ()r''-t LEAD CONTENT BEFORE '4'```D `'C'' r`{ ATE L.r '"- _RT,�'ICATEOFOCCUPANCY i S1 GO CO \ S C 0 C 0 : COLDER USED IN WATER Jr, !_IR'!AL - Cul';`_'TRUCTION MUST ';UPPLYSYSTEM CANNOT !;!E: COM,7L`-TE: FOE: C.0. EXCEED 2/10 OF 1% LEAD. A'.i_I_ CO:: �i-EiUI::•tlC,a;v ,41G,I-L i.."ET TF{L NOTE: THIS PROJECT COMPLIES WITH THE NEW YORK STATE UNIFORM FIRE YORI/ "E!•G,"i� CF THE C:�CES L E F'!rl. YOR`.' STATE. i'!OT PESPO"°SfEsLE FO', - PREVENTION AND BUILDING CODE, AND 2016 UNIFORM CODE SUPPLEMENT / 2015 LR.0 AND ALL OTHER PUBLICATIONS INCORPORATED BY REFERENCE DESIGN ORCONSTRUCTION' CFHiTOI . SUSS Pl.pC;ARD1NCa Rr:,QUI;RED IN 19 NYCRR PART 1219 THROUGH 1227. 5 C V W AV " DO NOT PROCEED WITH � - - FRAMING UNTIL SURVEY OF FOUNDATION LOCATION 0 D y s 0 HAS BEEN APPROVED. DRAW NGS . 9 _._.�. DESCRIPTION . , cn E SHEET + f � , � �: rLJ 1 TITS 66 -� I SEAL VATI 0 N S ` T tr. Nq C!I!'rh,T 1 +C7 _CTIOrd: ELC:(K P L ' ? gTer,•:AL LFRYAE L Ca>3:<ECT:w2 E L ErFF�_f.r.: �.T SJ REQUIREMENTS TO IDENTIFY THE USE OF TRUSS TYPE CONSTRUCTION 1a :.4 . :.LilVn LII k 0-777_J i { —Xu•r,ri resr. .m.>,at.> r",c +� w um �'1r,1 C^. M.=L • PRE—ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION -IL FAL ,�� PLAN 8c DETAI S LT tLr+clnc D { "L r.. [-2,I __1 ry . C3 EOU N ATI 0y 7Trnt SECTION 1265.4 SIGN OR SYMBOL ®== - �'`'-- —_ ='- F ;L_ " __.r�k (A) EACH NEW RESIDENTIAL STRUCTURE AND EACH ADDITION TO OR REHABILITATION OF AN EXISTING RESIDENTAIL �r y; .» `� _ it J.,_� c o: PLAN8c SECTI0N A � LJSTRUCTURE THAT UIiLIZES TRUSS TYPE CONSTRUCTION, PRE ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER4FLOOR l LPy"Fv:i D;N lI. PNC - 1TITrCrp',!, JI CONSTRUCTION SHALL BE IDENTIFIED BY A SIGN OR SYMBOL IN ACCORDANCE WITH THE PROVISIONS OF THIS PART. src>:r 9.ELC cF I,Y sr.aTc Q T PF Fr'.r. ,.: -- j err . 7r' (B) THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE ELECTRIC BOX ATTACHED TO THE � EXTERIOR OF THE RESIDENTIAL STRUCTURE; PROVIDED HOWEVER, THAT: DL "` M t 4"vE k 1 IF AFFIXING THE SIGN OR SYMBOL THE THE ELECTRIC BOX WOULD OBSCURE ANY METER ON THE ELECTRIC BOX, a.~�-' -� DIAGRAM O P � AN � RISER UTILITY PROVIDING ELECTRIC I TO THE RESIDENTIAL STRUCTURE DOES NOT ALLOW THE SIGN OR 5 ROOF OR IF THE UTLTY PRO E E IC SERV CE 7r SYMBOL TO BE AFFIXED TO THE ELECTRIC BOX, THE SIGN OR SYMBOL SHALL BE AFFIXED TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX; AND 4'4 P.',r rc ' (2) IF NO ELECTRIC BOX IS ATTACHED THE EXTERIOR OF THE RESIDENTIAL STRUCTURE OR IF, IN THE OPINION OF THES70"03'I cJ"E 00 6 SHEARWALL DETAILS AUTHORITY HAVING JURISDICTION, THE ELECTRIC BOX ATTACHED TO THE EXTERIOR OF THE BUILDING IS NOT LOCATED IN iUt nI' — — A PLACE LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER � EMERGENCY AT THE RESIDENTIAL STRUCTURE, THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALL BE AFFIXED TO THE - u, EXTERIOR OF THE RESIDENTIAL STRUCTURE IN A LOCATION APPROVED THE AUTHORITY HAVING JURISDICTION AS A r N G SCHEDULE 7 NAILIN LOCATION LIKELY TO BE SEEN BY FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRiUCTJRE. f N (C) THE SIGN OR SYMBOL REQUIRED IBYIHIS PART SHALL BE AFFIXED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR A CERTIFICATE OF COMPLIANCE. THE AUTHORITY HAVING JURISDICTION SHALL NOT ISSUE A CERTIFICATE r•,t n r, r - - 8cDETAILS OF OCCUPANCY OR CERTIFICATE OF COMPLIANCE UNTIL THE SIGN OR SYMBOL REQUIRED BY THIS PART SHALLQoGENERAL N0TESHAVE BEEN AFFIXED. (D) THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THE SIGN OR SYMBOL REQUIRED BY THIS PART r ? AND SHALL PROMPTLY REPLACE ANY SUCH SIGN OR SYMBOL THAT IS AFFIXED TO AN ELECTRIC BOX WHEN ANY CHANGE OR MODIFICATION IS MADE TO SUCH ELECTRIC BOX. THE PROPERTY OWNER SHALL PROMPTLY REPLACE THE --f '_ °' i •_,� SIGN OR SYMBOL REQUIRED BY THIS (PART IF SUCH SIGN OR SYMBOL IS REMOVED OR BECOMES DAMAGED, FADED, rl4tc-a;cr .; WORN OR OTHERWISE LESS CONSPICUOUS) TO FIREFIGHTERS OR OTHER FIRST RESPONDERS RESPONDING THE A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. THE PROPERTY OWNER SHALL KEEP THE AREA IN THE VICINITY00 OF THE SIGN OR SYMBOL REQUIRED BY THIS PART CLEAR OF ALL PLANTS, VEGETATION, AND OTHER OBSTRUCTION THAT I, MAY HIDE OR OBSCURE SUCH SIGN OR SYMBOL OR OTHERWISE CAUSE SUCH SIGN OR SYMBOL TO BE LESS CONSPICUOUS TO FIREFIGHTERS OR OTHER.FIRST RESPONDERS RESPONDING TO A FIRE OR OTHER EMERGENCY AT THE RESIDENTIAL STRUCTURE. I (E) THE SIGN OR SYMBOL INDICATING OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER LANLt N�/F �, ,._T;) 00 Y i— (,;`- CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THIS SUBDIVISION. (1) THE SIGN OR SYMBOL SHALL CONSIST rrr"+; c crrRr:nrJq c;,i T, '. •.` j'"','u` 00 = W OF A CIRCLE SIX INCHES (152.4mm) IN DIAMETER, WITH A STROKE WIDTH OF 1/2 INCH (12.7mm). THE BACKGROUND I - Cf' 00 v OF THE SIGN OR SYMBOL SHALL BE REFLECTIVE WHITE IN COLOR. THE CIRCLE AND CONTENTS SHALL BE REFLECTIVE RED cl(r of a u e IN COLOR, CONFORMING TO PANTONE MATCHING SYSTEM (PMS) #187. 'ri- (2) THE SIGN OR SYMBOL SHALL BE OF STURDY, NON-FADING, WEATHER RESISTANT MATERIAL; PROVIDED, HOWEVER, r THAT A SIGN OR SYMBOL APPLIED DIRECTLY TO A DOOR OR SIDELIGHT MAY BE A PERNAMENT NON FADING STICKER ;; O s �; ;';:y"• r QJJ OR DECAL. (3) THE SIGN OR SYMBOL SHALL CONTAIN AN ALPHABETIC CONSTRUCTION TYPE DESIGNATION TO INDICATE THE - I �, CONSTRUCTION TYPE OF THE RESIDENTIAL STRUCTURE, AS FOLLOWS: "'""" "-"' S'i'i" -T. - C, <n,.0 �• �-+ i C� �' s I i 1 _ .w: •..;cc, '.:I. [,.:.:.,; w">•'I:` (i) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE RCNYS, THE CONSTRUCTION TYPE - DESIGNATiON SHALL BE "V AND RC„•: '-�. ' ”• .$ l� (ii) IF THE RESIDENTIAL STRUCTURE IS SUBJECT TO THE PROVISIONS OF THE BCNYS, THE CONSTRUCTION TYPE -,, %I FC N;k t DESIGNATION SHALL BE "I "II", "III "IJ", OR "V" TO INDICATE THE CONSTRUCTION CLASSIFICATION OF THE A= EL '^ ! - _°°F STRUCTURE UNDER SECTION 602 OF Ti-E BCNYS. 1 r l - 119.fii' Ld O THE SIGN OR SYMBOL SHALL CONTIIN AN ALPHABETIC LOCATION DESIGNATION TO INDICATE THE LOCATIONS (S) ` -` �'"�"''� oto 11 .. �r 4 c ,.C_ ,,,,. _ l ? Q _ CONTAINING TRUSS TYPE CONSTRUC7011, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TiMBER CONSTRUCTION �, --:µms lvr. >-- LLJ STRUCTURAL COMPONENTS AS FOLLOWS r.r." -`I' r ',` i `I�' LjT ac> w (i) "F" SHALL MEAN FLOOR FRAMING IECLUDING GIRDERS AND BEAMS; x +' r+r.ar�.acc ca c ' ar;'?!:;. cr 7f,._ �•�,�1',Lar�� a��kT, _ _ _ - - _ _ _ z � n Da RLr IC` z Al li+,T,I fi:i7Plr:'+v-i,��'�51)11 •� (ii) R" SHALL MEAN ROOF FRAMING; CND 1t'Il>Vf_. IV TE t r' °,If'-- 3,1 E'" - --- -`-� r'.t'�i I;+n - W D f.)9^! .'arm CF•t,^;-St1-f R7j,•;-� (iii) FR" SHALL MEAN FLOOR FRAMING AND ROOF FRAMING. PI,;'.tile-I'll ,rr --I O Ir+ r_',I L-nvr (5) THE CONSTRUCTION TYPE DESIGNIATON SHALL BE PLACED AT THE 12 O'CLOCK POSITION OF THE SIGN -' P-in I- w t..IN C-.4r:: L„,G LCT -.;_ t;' Lt7 D O ;Y;' M!rJ ” {t In OR SYMBOL, OVER THE LOCATION DESGNATiON, WHICH SHALL BE PLACED AT THE SIX O'CLOCK POSITION OF THE FroR YcFF' Lt, l.r+r 1 w.: -r r,• -: Ft F,,,iv F'n.r: 0i ',IAT;•;•- �t O N Z SIGN OR SYMBOL. siv: .. ,o I,':, c5 roT:L , >' ;r.,, ;L, ;Ji• r"1, L'-":T.� Ci. +t:'�'• ,-?;'C'ht C',• N (� r- —J `I:'.t) iil.7 °_,I :.F I. of 0. .,'i FSC FF LIr•I:a;ICIN LIAjf.".. ---------—------- - ROOF FLOOR l ft rLT A!!'(1 Al 1TITi IV 70 ,*01l : :.l ir{1;,)•!1_" ,N "r C C"(.'(iN Ctl I'C �!r W' S.iii+r cf7 1L E:4t(r liti;"d L,i;V f:.er' ns M, Ph-I ;}C LA,;LO _>!!r 4t}'r1(''` f 4i7:'l',`;Cri ' '? i-r,r' r,'rl:";t(?F1dt'[.� i', qr .. 4'.dr t ir':Ir r'�r"r' {:Iter,!1'%'t. !P:^Jr':1 IFS •!;;'R;-r _,'t t i;. ,;1 r Txtr- r'FRr'i: FD:4 VPN! PC ,a JRt.r). FRr'I^''. f7Fr'Hsf.f 1'r7 f)iC_.- 7171:r i r-'t.'.cYl:':; CCYs',7,,:A(,c7rT,1? ,+f,^,.FPir"+'A^JP I r,•,nJ?.Jr in:r'77rlit( t �{_ \/ ,t I'D rl; 7?r1' -a;t aJEfS PF A!_-Li A'i)d;;:i'' ,cJ rrt•' Ar: 3r V %-1� G' r,;. P'4'c/'+rr<7tJS "tt,^J titG •i ^'r,= T:J c:?,=UI'Tr.F'� .4r^4 rC7t :-c,• pr .r,,r .r ;Ci. F.=-.t! Ii-"• _ 4 Ali it"". _ A";_ fvSE T"F; - 771 Ad t IUii'!'�Ji-L,�iu�rt 7��AtOii�-,4!LrJi~TiiL Fr'r',- ? Y'1�:; fi' `I•;.�' ,,, f_f'i�Tir9J OF Fi'q�... AL"�:(;,SP+.!i '7f,i!{"(t.•R S I.,r:' �i''�� rrG;cnl z R F n;:IF F i'rtFRfF SiF'Ut`RG'zF RF C:(n 7 t.':: {,"✓, : ,',,.: ,;,:( r;:,ti ',tal;iti+ un: r' ; r tt r Eb':+rhr r•;1 fi.F9rrcFs AT r. !C' m Cgua� e� r�wLt E, ( ERI-I IEL' F0 Ll;, !-- — ii E SU^':E'i f.- [[rt-D:'[=[r F.!�f QT'S I t1 "7`_;i 11 .itUi`t; _j Sta ICE SHIELD ClSHIELD- ICE SHIELD VIP CD z � or - --- - - -- -- — O K - ,.l ,- :n1 Ttt('t_L; LKENNETiI \t_ IVO YCIILTI i.t1NT) '1'I;�El_'1\c',-MLC W � � II z = ® _M1.!FFOLkt !'Cyl i''!Tl', ilE',^:' YOFP: Pvofvs,.;ir'nial Laud tiutce;:in� mitt IJeSi�n LL1 0 0 ROOF AND FLOOR f. "' r Jl,ntl.�tt' rieoaIlfrrse FAX tell) .ne-J:>ex z v I A ur' +o uc• Inv Yol•i. 11931 w F.E , 'i ti--.:_°> ',CALL: t" 3D' DAIF7 DEC',. 20, = O \ Li EL N"1.f� I-i`_�_• FJ:�. C?�_'Q.:.• rn.ilntilnin,C th. rr—rdR c•f t:nt•T1 J. Ilenn—y & R-nnrfh %I. A"nyrhiik /n V/ 0 D D a BUILDING INSPECTOR WILL VERIFY INSTA-LTION OF SIGN / SYMBOL DURING FINAL INSPECTION. Z o O LL1 GRADE U C PLOT PLAN 0Lz � Lijzc� = = wCD - - - —�L - -I - - - - - NOT TO SCALE O Q, Ew— of - - - - - - - - - - -I- - - - - - - - NOTE DWG NO 11961' SURVEY DATA HAS BEEN TAKEN FROM A SURVEY PREPARED BY: KENNETH M. WOYCHUK LAND SURVEYOR a PYRAMID LAW P,0 BOX 153 AQUEBOGUE, NEW YORK 11931 /� 1000-70-8-5 Q DATED: D/X /X/77-777177,7777777 7777777777777777777 7 7 777 7 ECEMBER 20, 2016 S.C.T.M.# ( OOO-7O-U- g CRICKET NOTE o CEDAR IMPRESSIONS EXTEND CHIMNEY _7\ 0 HEIGHT AS NOTED ON PLANS _ _ _ _ _ RIDGE HEIGHT CONTINUOUS RIDGE VENT N N ROOF OVER ROOF 2"x 6" RIDGE- CONTINUOUS RIDGE VENT 2"x 6" R.R @ 16" O.C. 1/2" PLYWOOD SHEATHING 12 CONTINUOUS RIDGE VENT #15 FELT PHALT ASPHALT SHINGLES AS SELECTED BY OWNER - PROVIDE VENTING IN ROOF OVER ROOF SPHALT CRICKET I SHINGLES SHINGLE 12 G/ ASPHALT 12 SHINGLES IF,Q/ ICE SHIELD ICE SHIELD S� ICE SHIELD ICE SHIELD — — — — — — — — — — — — — — — — — — — — 12 - -- - CLG. HT CLG_HT — — 0 I ih -O" WIN. T '-0' N _ WIN. HT '-0 — — II I I II IIIc I I I LL CEDAR IMPRESSIONS = o CEDAR IMPRESSIONS oLLfljf c m x 7: –Lu00 VINYL SIDING o 36" RAILING LLIU IL LLLODaOLL N. FL ® 17.5 FIN. FL ® 17.5 — — I Hill I 111 111111 11111 1 1111 V)l o I z 0 NOTE w N i I II 00 ALL LUMBER THAT COMES IN CONTACT WITH I I I I — — — T6"—x 8"CONC FOOTING CONCRETE SHALL BE A.C.Q. LUMBER. I I I I — — — — — — — — — — — — — I I ( I I SEAL 4 10"0SONO" TANCHORED N TUBEBELOWGRADE AND 4"-6" ABOVE GRADE FIN. _ —_ _ - -_- - - - - -_—_—_—_—_— _ - - - - - - - - - - - - - - 2 L_J —16" x 8" CONC FOOTING - - - - - - - - - - - - - - - - - - - - - - - - - - � r PROPOSED FRONT ELEVATION PROPOSED LEFT SIDE ELEVATION d- 00 NOTE N ICE SHIELD TO EXTEND FROM d ROOF EDGE TO A MIN. OF 24" N INSIDE OF [EXTERIOR WALL LINE. CO RICKET CONTINUOUS RIDGE VENT RIDGE HEIGHT 00 Li OD U ~ CONTINUOUS RIDGE VENT 00Do . SPHALT v 12 SHINGLES 12 ASPHALT 1 SHINGLEQo ICE SHIELD ICE SHIELD — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — n Lo w of > � N a - WIN. HT -0 -0" w >- Lj Z > z � cn NNz Qc VINYL SIDING VINYL SIDING J _ NX 0 VINYL SIDING U w w 36" RAILING � O N N V) J FIN. FL @ 17.5 O 0 U z J 0 GRADEIF I GRADE GRADE i I I IL O S- JJF o _ I - - - - - - - - - - - - - - - - - - - - - - � I I I CD II 16 x 8" CONC FOOTING I I I � � Li 4" x 4" POST ANCHORED ON Z Q 10"o SONO TUBE BELOW GRADE I I I I I I I I I I �- u� 0 u AND 4"-6" ABOVE GRADE I I I I I I I I I I ZO U) - - - Li -=__________ _ _ _ _ _ _ _________________ __ _ _ _ _ _ _______________ _ - - - - - - - - - - - - - - - - - - - - II o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � J - - - - - - - LL- - - - - - - - - - - - - - - - - 16 x 8 CONIC FOOTING � z PROPOSED REAR ELEVATION � W z _ = W Lli 1/4"= 1'— 0,. PROPOSED RIGHT SIDE ELEVATION a_ 0 0 � � 1 11- 0" DWG NO a 2 S.C.T.M.# 1000-70-8-5 g SYMBOL LEGEND NOTE! 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND NEW CONSTRUCTION POSTS ABOVE. DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND - —_ TO BE REMOVED STAIR WELL OPENING. s2'—o" 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS EXIST'G STRUCTURE L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO FOUNDATION, FTG'S, AND OTHER STRUCTURAL 10'-3" 23'-10" 14'-9" NEW CONCRETE GIRDERS OR HEADERS AS NECESSARY. 4" x 4" POST ANCHORED ON SEGMENTED SHEAR WALL 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS AND 4'-6" ABOVE GRADE CARBON MANOXIDE DETECTOR DRYER TO BE VENTED TO THE EXTERIOR FROM SILL PLATE TO TOP OF TOP PLATE BEHIND ANY 10"0 SONO TUBE BELOW GRADE SECONDARY ROOF SYSTEMS, GARAGES, OIC COVERED NOTE: — — — — — — — DESIGNATES DETAIL VIEW PORCH'S. (ETC) SMOKE DETECTOR & CLOTHES DRYER VENTING NOTE — — — — — — — I — — — — — — — DESIGNATES SHEET NUMBER TO BE HARDWIRED WALL OF DWELLING AND SHALL COMPLY A & INTERCONNECTED WITH RM1502. 4 L2) 2"x 8" HDR 0 DESIGNATES SECTION VIEW J O cD J O HOLD DN. ® CO3 N � NX SILVER LINIE 030 SLIDER SILVER LILIDER m 2" x 8" NAILER m `V HOLD DN. DESIGNATES SHEET NUMBER ' , I I `' _ _ - - - - - - - - - - - - - - - - - - - - - - I = ZZ — 8" CNC. FOUNDATION WALL — NOTE I 16" x 8° CONC. FT . W NOTE: i 12'-1" 1'-4" 1'-4' ��" ",/ - DOUBLE ALL FLOOR JOISTS I ALL LUMBER THAT COMES IN CONTACT WITH 0 wI l� �W10) UNDER PARTITIONS ABOVE. I Z p DOUBLE TRIti v1ER00AR00UINDS N CONCRETE SHALL BE A.C.Q. LUMBER. I ��-- o oI N n(3 \`� STAIR WELL OPENING. HANDRAIL o O R-30 INSULATI N IN FL. JTS t� rn I I ® N) I � �; I t o t o � f4�,t� X ® UP oI I 1-4 C) CELLAR � F CD n HOLD DN. 12'-0 HOLD N. J1 o 8'-0" CLG. HT.NEW YORK STATE ELECTRICAL REQUIREMENTS: 1 X 2 (gELEC. CD m m S.D. _ wl I I� to Io C.M. I — — — — — — — — � o o DET. ELECTRICAL WORK WILL COMPLY WITH THE RESIDENTIAL CODE OF NEW YORK STATE 2010 �I I o o I " "'-4" CHAPTER 33 THROUGH 42 I01 8'-," $'-," $'-, $'-," $'-," $'-," I I I o L I I I w ENERGY STAR LABELED HOMES = I 13- 2" x 12" GIRDE I_ _ _ 3_2 x 12 GIRDER 6 3 2'_x rRDER _2_' x 12" GIRDER+e _I 1 I I I = GUIDELINES — — — 3- 2' x 12" GIRDER N � I I L L J L J L — J L — J SEAL I I N 24" x 24" x 12" 1 CONC FTG (TYP) 1 COOLING EQUIPMENT A/C 14 SEER/12 EER I I W/ 3" STEL COLUMN (MINIMUM) HEAT PUMP 14 SEER/12 EER 8.5 HSPF I UNEXCAVATED I N �, o�; 4" CONC. SLAB OVER BACKFILL wI I I- _ ENERGY STAR QUALIFIED GAS FURNACE 90 AFUE' OR o COOLING EQUIPMENT — o I o o I % COMPACTION. MATERIAL 0 95 o (MINIMUM) ENERGY STAR QUALIFIED GAS OR OIL BOILER 85 AFUE; OR— - R-30 INSULATION IN FL. JTS 1 '- cS r• N ENERGY STAR QUALIFIED 8.5 HSPF HEAT PUMP; OR N I • o 6U' g o O N N � = OIL FURNACE 85 AFUE ® oI I o io N J M a, `D �°� THERMOSTAT ENERGY STAR LABELED PROGRAMMABLE wl I co _ vi o Io Fui _ a" Z_ ckf DUCTWORK LEAKAGE MAXIMUM: 6 CFM25/100 SQ. FT. OF CONDITIONED FLOOR AREA, w I "' J � L1, FD INSULATION MINIMUM: R-8 IN UNCONDITIONED SPACES > I ^ `` J ^ `` m ENVELOPE LEAKAGE 5 ACH50 MAXIMUM; COMPLETED THERMAL BYPASS CHECKLIST �'I I 1 1 C1 00= I o I I L, FLAT CEILINGS (MINIMUM) R-38 (R-30 WITH RAISED HEEL TRUSS OR EQUIVALENT) '00 1 I 28'-0" 20'-8" B- 4HOLD N. 00 1 VAULTED CEILINGS (MINIMUM) R-30 (LIMITED TO 500 sq.ft. OF CEILING AREA) WALLS (MINIMUM) R-13 1 1 FLOOR (MINIMUM) R-19 1 ` 11. 7, LF - - - - - - - - - - - - - J - - - - � r- - - - - - - - - - - - - - - - - - - N 7 s J. t - - - - - - - - - - - - OLD D N BASEMENT OR CRAWLSPACE WALLS (MINIMUM) R-10 CONTINUOUS OR R-13 CAVITY OLD DN. — — — — — — — — — — — — — — — —� IV7 [BASED TE: I Q 1 1 t OLD DN. 0 SLAB EDGE (MINIMUM) R-10 FOR 2 FEET MINIMUM PER N.Y.S RESIDENTIAL BUILDING CODE CHAPTER 14: I 5'-7" 81 WINDOWS (MAXIMUM) U-FACTOR WINDOWS <35 AND ANY SHGS; SKYLIGHTS <_60 AND SANY TION M1401.3 SIZING: CLOTHES DRYER VENTING NOTE 6'-11" � SHGC ATING AND COOLING EQUIPMENT SHALL BE SIZED DRYER TO BE VENTED TO THE EXTERIOR Cfl ON BUILDING LOADS CALCULATED INMPLY WATER HEATER EF (MINIMUM) GAS OR OIL: 40 GAL=0.61/50 GAL=.59/75 GAL=0.54 CORDANCE WITH ACCA MANUAL J. 1 1 I 1 WALL OF DWELLING AND SHALLWITH RM1502. OR: INSTANTANEOUS WATER HEATER OR INDIRECT-FIRED STORAGE TANK WITH BOILER L J L J LIGHTING AND APPLIANCES 500 kWh OR 650 kWh SAVINGS REQUIRED FOR ALL NYESLH00 29'-4" 20'-0" 2'-4" 8'-0" 2'-4" ELECTRICAL kWh SAVINGS 49'-4" 12'-8" 11 MECHANICAL VENTILATION AUTOMATICALLY CONTROLLED MECHANICAL VENIILA11ON SHALL BE INSTALLED Lu ACCORDING TO NYESLH TECHNICAL SPECIFICATIONS 62'-0" 00 Y U ~ COMBUSTION SAFETY TESTING REQUIRED FOR ALL NYESLH (SEE NYESLH TECHNICAL SPECIFICAl10NS) FIRST FLOOR PROPOSED FOUNDATION PLAN w w A OD ATTACHMENT OPTIONS 1,4"= 19- O" 4 "SIMPSON" HDQ8 OR "SIMPSON" PHD5 2-16d COMMON " NAILS 0 6' O.C. 2-16d COMMON FOR FULL LENGTH NAILS ® 6" O.C. S1HD14RJ 2"x6" R.R. ® 16" O.C. 8" 122"" BE BEARIRI POST CONNECTION DETAILS OF STUD FOR FULL LENGTH NG ON 3-10d COMMON Ln CONCRETE WALL OF STUD WALL STUD Lu BLOCKING ® N OTE 2"x6" DECKING Q - _ BLOCKING ® DECORAl1VE MOLDING 5(8" A.B. ® 45" O.C. WITH ENDWALL / ENDWALL FILLER TRIP 6-8d COMMION >-: w Z 3'x3'X 1/4" PLATE WASHER i ALL LUMBER THAT COMES IN CONTACT WITH HEADER AS w U) CONCRETE SHALL BE A.C.Q. LUMBER. NOTED ON PLANS 2-2"x10" HEADER z E F= 14-16d COMMON NAILS - 6-8d COMMION DECORATIVE MOLDING z cn (BEAM) Q p 2"x6" SILL PLATE ° ° e \�� ° a ONE #4 , , J O c 2 " ' FILLER STRIP 3-10d COMMON PORCH COL. TO HDR. @ U = Lv z CONCRETE WALL REBAR Ld ° ° •' •' • SIMPSON STRONG-11E a ROOF CONNECTION N o N a' a 14-16d COMMON NAILS • 5/80 THREADED ROD EMBEDDED ANCHOR (POST) 3 1/2' = FOR HOLD-DOWN ANCHOR 12 1/2" INTO CONCRETE ° . POSTING AS NOTED 2" x 6" FLOOR JTS 0 16" O.C. 01 BOLT SPECIFICATION ON PLAN PORCH COLS TO HDR. 2-2" x 8" HEADER 5/8"X12;; AIR ANCHOR F� 0 ON SET IN ACRYLIC TIENT 1�0-�0��. 12"MAX 12"MAX CONNECTOR 10"� x"36�FTG.ST NBE OW GRADE � � a , ADHESIVE (AT) 30;yj S0 �` �` �` �` 1(BE1A6�d)COMMON NAILS AND 4"-6" ABOVE GRADE d m N 6' MIN 6' MIN CD -J • "SIMPSON" x z 4" x 4" POST ANCHORED IN 6-8d COMMION CD STHD14RJ ' z Q •• 8" x 36" FTG. BELOW GRADE a AB POST BASE BY SIMPSON 0 2-16d COMMON • AND 4"-6" ABOVE GRADE z � N NAILS ® 6" O.C. FOR FULL LENGTH �, N _ RIM JOIST OF STUD co I— 0 7 12" BEARING ON . •. 6-8d COMMIONLL] U � WALL STUD 14-16d COMMON NAILS SSIC6PRSON STRONG-TIE a AB POST BASE BY SIMPSON PORCH DETAIL TO HDR. & D 0 II Ld 1'-0" 3'-9" "SIMPSON" HDQ8 OR ANCHOR BOLT ® 36" O.C. FOR 2 STORY (POST) "SIMPSON" PHD6 " ANCHOR BOLT ® 72" O.C. FOR 1 STORY POST W/ FTG. CONNECTION z Q Q 2-16d COMMONf NAILS ® 6" O.C. F' ANCHOR BOLT ® 57" O.C. FOR SLAB ON GRADE (7 cf) FOR FULL LENGTH " ANCHOR BOLT ® 23" O.C. FOR 2 STORY 0 FOUNDATION ANCHORAGE DETAILOF STUD 2" 6" DECKING x ONE #4 " ANCHOR BOLT ® 46" O.C. FOR 1 STORY DECORATIVE MOLDING PLAN VIEW �� a ° REBAR OR " ANCHOR BOLT ® 36" O.C. FOR SLAB ON GRADE 2"x6" DECKING U) w a Simpson Strong-Tie v � 0 �- Z (AS PER WFCM TABLE 3.2C) LLJ _ ANCHOR BOLT ® 36" O.C. FOR 1-3 STORIES ° a a 1. MIN. 7" EMBEDMENT INTO CONCRETE AB 2 x 6 FLOOR JTS ® 16" O.C. 6-8d COMMION � W z � _ = w 0 w/3" SQUARE WASHERS AND END NUT SETUP D z J -J � W Q D_ 0 u (n Q o 1. MIN. 7" EMBEDMENT INTO CONCRETE ° ° ° 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR3-10d COMMON w/3" SQUARE WASHERS AND END NUT SETUP a 1/2' LAG. BOLT FILLER STRIP DWG NO 2. ANCHOR NOTED HEREIN ARE NOT TO BE USED FOR \�FR� a ° OR REPLACED BY HOLD DOWNS FOR SHEARWALLS ® 24" O.C. OR REPLACED BY HOLD DOWNS FOR SHEARWALLS ��`L��R ° TECO'S d G "�� 3.. 1 - ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" MIN. 3. 1 - ANCHOR BOLT IS TO BE LOCATED BETWEEN 6" MIN. �0° yp ° TO 12 " MAX. FROM ENDS OR CORNERS M�4! TO 12 " MAX. FROM ENDS OR CORNERS 4. CONC. BLOCK TO BE FILLED SOLID ® ANCHOR BOLTS. 7/80 THREADED ROD EMBEDDED �IDECOVER 5/8" ANCHOR BOLT > * ANY ROOF PITCH 7:12 OR GREATER CONSTITUTES AN ADDITIONAL STORY 12 1/2" INTO CONCRETE 4.. CONC. BLOCK TO BE FILLED SOLID ® ANCHOR BOLTS. ® 4' O.C. (TWO STORY HOUSE) PORCH COLS TO HDR. FLJ TO DWELLING CONNECTOR 62'-0" NOTE! 6'-5" 3'-4" 1 12'-1" 10'-2" 11'-3" 18'-9"' ALL EXTERIOR WALLS BEHIND TUBS NOTE. 8' 0" & SHOWERS SHALL BE INSULATED NOTE: & FINISHED WITH GYP BD. BEFORE SMOKE DETECTOR & 1. DOUBLE ALL FLOOR JOISTS UNDER PARTITIONS AND INSTALLATION OF FIXTURES. - CARBON MANOXIDE DETECTOR POSTS ABOVE. TO BE HARDWIRED DOUBLE ALL FLOOR JOISTS AND TRIMMERS AROUND \. & INTERCONNECTED STAIR WELL OPENING. A \ 2. ALL STRUCTURAL COL'S THAT SUPPORT ANY HEADERS 4 3'-0" 3-0" NOTE! L.V.L., GIRDERS, ETC. SHALL BE SUPPORTED DOWN TO SHEAR WALL FOUNDATION, FTG'S, AND OTHER STRUCTURAL SHEARWALL2" x 6" DECKING ATTIC ACCESS MUST BE BACKED GIRDERS OR HEADERS AS NECESSARY. 12" OVERHANG - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - WITH R-10 RIGID INSULATION. — — — — — — — — — — — — — — — — 3. ALL PLYWOOD SHEATHING SHALL BE CONTINUOUS *® *® ® © 5 FROM SILL PLATE TO TOP OF TOP PLATE, BEHIND ANY SECONDARY ROOF SYSTEMS, GARAGES, OR COVERED 2 2 x 10 HDR 2 2x 3-0"ll 2 x 2 2 x 10 HDR ( PORCH'S. (ETC) 1 \ 15'-6" °•_4 SEAT F — -I o I DN 3.-6,. I \ � r \ I '°'-°" 12'-4" - r z I SYMBOL LEGEND \ MASTER BEDROOM SH° RBATH I_ _ _ _ _ _ _ 4 =o M.V. io o co - ELEC. ANDRAIL Z c) x QI I S.D. \ _I � - -� �,- - VAULT LINE - - - - ->� r DET -' o \ 9'-0" CLG. HT `- 125 C M 3'-0" ZI N � �J� of a O I� _ — wl I NEW CONSTRUCTION s® Q i ® 5'-0" I A "I' I =_— TO BE REMOVED !, J °° \\9/ o 5' DI o ' ' I i o 2" x 8" HD co DINING ROOM EXIST'G STRUCTURE N N 5'-0° KITCHEN N ~ = 11'-0" CLG .HT \�y� O � I 11'-0" CLG .HTI ¢ ICD TRUE VALLEY / VAULTED CLG QIP o NEW CONCRETE 1 2" x 8" 0 16" O.C. \ 'Pq� ELEC. I 25 CFM I I I J =00 s ROOF RAFTERS \ S.D. ® CL w x SEGMENTED SHEAR WALL I � BATH I I I r�� \ `� / '�\ 12'-0" A 4 \\ 5-011 L ° FULL \° 2" x 8" ® 16" O.C. I DESIGNATES DETAIL VIEW A ® 0 LIN ® CAB r CEILING JOISTS I / DESIGNATES SHEET NUMBER \ 3 / Z = X- d# A A 2- 1 3/4" X 9 1/2" LVL I Q 0 co I� o �; — — — - - - - - - -�X - - - - - - - - - - - - - - - - - - � 2" x8" ® 16" O.C._ w N I� CL CL 1cli F2d _= IJ \ ROOF RAFTERS iN " DESIGNATES SECTION VIEW � r HALL ELEC. =x p o `n I S.D. cn I > \ ® / I TIC I 9'-0" CLG. HT c.M. => I X cn I� 4-7 0 4-7 o J r A CESS �� ODET. az GARAGE I # o CL N CL N w= 19'-2" I — — 4" CONC SLAB DESIGNATES SHEET NUMBER LA 20-CFM. DOOR \\'' 0 1 A A _ _ SEE ROOF PLAN ON SHEET 4 OF 5 _ 5/K TYPE X" GYP. BD. T. & S. _1 I > ON WALLS AND CEILINGS N Of A A / DOUBLE CEILING 1 r \ I¢ \ _ \\ I 2" X 6" RIDGE r JOISTS AROUND OE A CL LIVING ROOM I J = 0 I 2" X 6" R.R. ® 16" O.C. SEAL ATTIC ACCESS 11'-0" CLG .HT / a \ I= I x0 \�J >� 4111/ �, TRUE VALLEY / VAULTED CLG r 1 0 \ °' " \"� I 2 X 4 N 2D �P ELEC. ci o Q / I \ 1 / I \testa = 2 - 2" X8" HDR. o ® ��Q/r S.D. o BEDROOM 4 r W \ \� 04 z �J�r `� Q 9'-0" CLG. HT o ® 2' 0 / I N \ I \i I 19 2" X 4" C�? 16" O.C. ; L _ 2 - 2" X6" N fir BEDROOM o o J VAULT LINE r I \ r r T o T w_ 0" / 19' 10" \ w V ULT LINE \ �Sio TURNED DOWN POST 9'-0" CLG. HT \�o � N /1 I \�o "" \�9� I DECO COL. 13,1 °,, o� oo�` 13'-0„ o� 1 ICL VA 1Qr off/ TIP ff/ \� (2) 2" x 12" HDR \ 13 40; I \oo�, o67 I \oo� 10 H BEAD BOARD OR EQUAL 2 2" 8" HDR 2 2" 8" HDR> 12"x6' s co (2) 2" x 12" H D R :7SHEARWALL — — — * - - - - - T�S" OVERAC - - - - * \— = R.R. R.R.��I —1 1 � — � ROOF OVER ANG - - - �- 6- - - - - - - - - -� N N CON 2'-4-�;, TURNED DOWN POST 2-4" 2'-4" NOTE! I Q SHEARWAL SHEARWAL ATTIC ACCESS MUST BE BACKED WITH R-10 RIGID INSULATION. 2-2" x 8" HDR C-4 SHEAR WALL d SEE DETAILS ON SHEETS 6 & 7 00 6'-10" 13'-4" 9'-2" 2'-9" 9'-3" 7'-11" 2'-4" 8'-0" 2'-4" N 29'-4" 20'-0" 12'-8" N 62'-0" DETAIL C- 4 N .T.S Qo 4 PORTICO DETAIL TYP. ,' >, 00 PROPOSED FLOOR PLAN 2- 1 3/4 X 9 1/2 LVL RIDGE INSTALL GAS FIREPLACE AS PER CONTINUOUS RIDGE VENT I 1/4"= 1'- 0" MANUFACTURERS SPECIFICATIONS. I� 0 MUST PROVIDE INSTALLATION LLJ MANUAL ON SITE FOR BUILDING 2"x 4" COLLAR TIES © 16" O.C. � Y ~ INSPECTOR TO REVIEW o0 w LLJ 00 2- 1 3/4" X 9 1/2" LVL RIDG 2" x 8" R.R @ 16" O.C. U CONTINUOUS RIDGE VENT 1/2" PLYWOOD SHEATHING ,� #15 FELT 2"x 4 COLLAR TIES Cc 16 O.C. ASPHALT SHINGLES (AS SELECTED BY OWNER) C-0 2" x 8" R.R @ 16" O.0 1/2" PLYWOOD SHEATHING 2- 1 3/4" x 9 1/2" HIP RAFTER #15 FELT ASPHALT SHINGLES (AS SELECTED BY OWNER) 12 12 2"x 8" CEILING JOISTS © 16" O.0 Lo 2"x 8" CEILING JOISTS @ 16" O.0 $ 8V -- 12" O.H. > °' 11 II I II II II II II II I II II II II 3" CONTINUOUS SOFFIT VENT Q w z ,� >� 2- 2 x 4 TOP PLATE 11 z R-19 INSULATII ON �I Z RUN PERPENDICULAR DOUBLE LAYER OF RAFTERTIES " w o c OVER C.,J. R-19 INSULATION CEILING JOISTS 2% 4 STUDS ® 16 O.C. RUN PE PENDICULAR RAFTER TIES U Lli z 2- 2 x 4 TOP PLATE -' W� 1/2" GYP BD DOUBLE LAYER OF -O 2"x 4" STUDS ® 16" O.C. ~ p 1/2 PLYWOOD SHEATHING _ �n R-19 INSULATION o R-13 INSULATION W/ z VAPOR BARRIER RUN PERPENDICULAR ' 1/2" GYPSUM BOARD. 1/2" PLYWOOD SHEATHING N cn N J 3/8" SHELTER WRAP E.P.S. BOARD W/ 1/2' GYP BD VAPOR BARRIER VINYL SIDING (AS SELECTED BY OWNER) R-13 INSULATION W 10 3/8" SHELTER WRAP E.P.S. BOARD R-19 GJOISTION / LIVING ROOM DINING ROOM BETWEEN CEILING JOISTS 1/2" GYPSUM BOARD. � LIVING ROOM VINYL SIDING (AS SELECTED BY OWNER) O 1 3/4"3/49 SUB FLOOR 2" TJI FLOOR OLUED JOISTS AND ©AILED 11'-0" CLG .HT GL 11'-0" CLG .HT 1 3/4" x 9 1/2" TJI FLOOR JOISTS ® 16' O.C. o 2-2" x 4' TOP PLATE / 1/2" GYP BD. 3/4" SUB FLOOR GLUED AND NAILED U z STUDS GARAGE FLOOR FIRESTOPS 2" x 10" RIM JOIST m � � � z GARAGE FLOOR Z O BRIDGING O RADE J 3- 2" x 12" GIRDER I ICA SILL SEALER Wu TERMITE SHIELD SILL SEALER :D C� ^ TERMITE SHIELD R-30 INSULATION R-30 INSULATION ANCHOR BOLTS 1/2" DIA x 8" LONG ® 8' oc MAX D z i (TV) ATTIC INSULATION DETAIL ANCHOR BOLTS 1/2" DIA x 8" LONG @ 8' oc MAX 2- 2'x 6 ACQ SILL >- � CD c n.t.s. 2"x 6" ACQ SILL CELLAR 8'-0" CLG. HT. co DAMP PROOFING � Z C/1) 2 x 4 SILL PLATE = 8'-0" CLG. IHT. \-3" COL. FILLED SOLID W/ 8" CONC FOUNDATION 00 Ld DAMP PROOFING 1 (24" x 24" x 12" CONC FTG. 16"x 8" CONCRETE FOOTING ~ ) cn U 8" CONC FOUNDATION U O z 16% 8" CONCRETE FOOTING o z w J W O o J QI NOTE. O " cn Q I— o DOUBLE ALL FLOOR JOISTS DWG NO UNDER PARTITIONS ABOVE. DOUBLE ALL FLOOR JOISTS " AND TRIMMERS AROUND SECTION VIEW SECTION VIEW A STAIR WELL OPENING. a B S.C.T.M.# 1000-70-8-5 1/4"= 1'- 0" 1/4"= 1'- 0" g FLOOR JOISTS FRAMING DETAILS 5" THRU ROOF LEAVE 1M/16" - 3 16" GAP, SEE MANUFACTURER'S DRAIN, WASTE & VENT NOTE: 114" ABOVE ROOF WOOD I-JOIST NAIL TO RECOMMENDATIONS DOUBLE HEADER JOIST WEB �BNACKELLRLL pDBLOCK FROM EACH 2"± MATERIALS FOR DRAIN, WASTE & VENT SHALL METAL JOIST 01ST TCS BAOTTOMTIOF T SIDE COMPLY WITH TABLE P3002.1 DRAIN, WASTE & 4' TABLE P3111.3 SIZE OF COMBINATION WASTE & EXISTING TOP FLANGE EQ' VENT PIPE. STACK FILLER BLOCK EQ. WOOD I-JOIST ° 2"} DOOR SCHEDULE IGHT FIT ° ° 2" 1 2" FILLER PANEL, ° — — — — — NUMBER DOOR SIZE DOOR TYPE AMT. IF NECESSARY WEB STIFFENER F- - - � — �- - I- - - 1— 1 - - -1 r 1 1/4' 1 11T 3 1 1/4 3 1 1/ 1 3068 SWING EXTERIOR 2 WEB STIFFENER EACH LEAVE 1/16" - 3/16" GAP, 1 " 1 1/� 2 3068 SWING 3/4 HR. S.C.F.P. 1 FOR JOIST STABILITY RED WOOD I-JOIST SERECOMMERDATIONSS 1 I I 3 2668 SWING (INTERIOR) 4 OR JOISTCREACTION�I�Y' I 4 2068 SWING (INTERIOR) 16 BEARING WALL BELOW BEARING WALL ABOVE FIRST FLOOR 5 6068 SLIDER (EXTERIOR) 1 � DETAIL 0 2" 2" 3" 2" IL 3" 2" 2" 6 8070 O.H. GARAGE DOOR 1 WOOD I—JOIST CONNECTION N.T.S. ' DETAIL C.0. TO WOOD I—JOIST HDR. DETAIL WEB STIFFENER DETAILS N.T.S. 3 3„ WINDOW SCHEDULE I WOOD I-JOIST SYMBOL R. 0. DIM. WINDOW MODEL STYLE AMT. 2" X 6" SQUASH BLOCKS DOUBLE-HEADER SOLID WOOD 2 BLOCK FILLER AO* 3'-2 1/8" x 4'-8 7/8" * ANDERSEN 3046 D.H. 4 1 1/2 1 B ' " ' " ANDERSEN 2646 D.H.I 2 -8 1/8 x 4-8 7/8 3 BACKER BLOCK INSTALLED F — —F.A.I. © 3'-0 1/8" x 3'-0 7/8" ANDERSEN 210210 D.H. 1 TIGHT TO BOTTOM OF 2'-4 7/8" x 2'-0 5/8" ANDERSEN A251 AWNING 1 TOP FLANGE. WASHING C.O. \• I I BASEMENT MACHINE ® 7'-11 1/8" x 1'-6 5/8" ANDERSEN AFFW 8006 ARCH 1 1 1/2" F 3'-0" x 2'-0" SILVER LINE 3020 SLIDER 4 C.0. I — 4" C.I. HOUSE TRAP IN * WINDOWS MEET EGRESS REQUIRMENTS (SEE CARPENTRY NOTES.) ** THIS WINDOW MUST BE TEMPERED SAFETY GLASS WOOD STAIR IT w/ STL COVER 1. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY CARRIAGE z z0 4" C.1. METAL FRAMING ANCHOR cn ESCAPE. IN CONFORMANCE WITH N.Y.S. CODE SEC. R310 MIN OPENING OF 5.7 SQ. FEET AT EACH SIDE. w ( 5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ Ld MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20" ( OPERATION W/O NEED " % DETAIL RISER DIAGRAM FOR TOOLS) BOTTOM OF OPENING ® 44" MAXIMUM A.F.F. X 3 4 RIM JOIST C PLYWOOD EXT. GRADE STAIR CARRIAGE DETAIL N.T.S. SEAL 2. ALL WINDOWS MUST BE ANDERSEN - 400 SERIES INSTALL W/ FACE GRAIN HORIZONTAL N.T.S 3. ALL WINDOWS MUST HAVE A U-VALUE OF .35 OR LESS. WATER SUPPLY & DISTRIBUTION NOTE: 1. SERVICE FOR NEW BATHROOM WILL BE TAKEN / I FROM THE EXISTING WATER SERVICE. WOOD I-JOIST AS RIM 2. WATER DISTRIBUTION PIPING & FITTING SHALL JOIST, NAILED TO TOP PLATE C. COMPLY WITH R.C.O.N.Y.S. TABLE P2904.5 WATER BELOW W/ 8d NAILS 6' O. DISTRIBUTION, FOR MATERIALS & TABLE P2904.6 PIPE FITTINGS, FOR MATERIALS. . WEB STIFFENER EACH SIDE IF NECESSARY. �° 1-1/4" TIMBERSTRAND LSL ° OR TJ-STRAND RIM BOARD ,0 DETAIL WOOD I-JOIST BEARING WALL BELOW CANT. DETAIL N.T.S. DETAIL00 RIM JOIST DETAIL N.T.S. PLACE JOISTS TOGETHER N AND NAIL FROM EACH SIDE d FILLER BLOCKING WITH 2 ROWS OF 10d NAILS © 12" O,C, CEJ HCP HIP CLINCHED WHEN POSSIBLE. HCP HIP FULL LENGTH OF JOIST �— STAGGER ROWS FROM OPPOSITE CORNER PLATE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CORNER PLATE ° , SIDES BY 6". Qo 00 \\ / I % DETAIL \ Ld cn 1 DOUBLE JOIST CONSTRUCTION N.T.S. 00 w \ � LLJ Oo 1 \%, 0 a / \4 X o QO HOLDOWN CONECTION Ln 1 \\ RIDGE SUPPORT — //cl� " I SECOND FLOOR ATTACHMENT OPTIONS w 2 x 8 ® 16" O.C. 2- 1 3/4" X 9 1/2" LVL RIDGE CONI1N000S RIDGE VENT 2" x 8 ® 16 O.C. I Q - _ ROOF RAFTERS HRC CONNECTOR — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (D--HRC CONNECTOR ROOF RAFTERS I "SIMPSON" HDQ8 OR w z / \ "SIMPSON" CMSTCI6 "SIMPSON" PHD6 w cn / \ I 12" BEARING ON F. FOR -16d COMMON j Z 2-16d COMMON Zcn / I SIMPSON L-60 (2) ® EA. SIDE 1 NAILS ® 6" O.C. WALL STUD AILS ® 6" O.C. FULL LENGTH Q J F STUD J O = � CD I U = wz co F--- W QF < ® \\ I BLOCKING ® OR - 0O N Z o ao (3) 1 3/4 x 9 1/4" LVL ENDWALL — BLOCKING ® �I N cn J ENDWALL zN 1 CJ \ � / x o +/ w \��' °X° o \ �� I 2-16d COMMON "SIMPSON" HDQ8 OR / /1\ /N\� I� �, � / I � \+9 � I M y� NAILS 0 6" O.C. "SIMPSON" PHD6 C� FOR FULL LENGTH Z O �- o °o/ \o° `�1/ o \� ,� \�F� I of sruD � 67 67 101 2" x 8" @ 16" o.c. I 2" x 8" ® 16" O.C. \ \ Lu ROOF RAFTERS ROOF RAFTERScn \ I O z O V 1� - - - - - - - - - � — � — - - -I- - - - - - - - - - - - _ _ _ _ Z CORNERPLAIE - - - - - - - � — � - - - - - - - - - - - - - - - - - CORNER PLATE 0 O W HCP HIP HCP U F- � Q f� (n O U U LuOVER z 2"x 6" RIDGE- CONTINUOOUS RIDGEROOFPROPOSED ROOF PLAN NT o Z w J U = O 2"x 6" R.R 16" O.C. 1 2" PLYWOOD SHEATHING 1/411= 1'- 0" O Df � I / DWG NO #15 FELT ASPHALT SHINGLES AS SELECTED BY OWNER PROVIDE VENTING IN ROOF OVER ROOF 5 a S.C.T.M.# 1000-70-8-5 g 8d ® 6" oc toed in L along braced wall Roof Sheathing Attachment Requirements for Wind Loads Exposure B TOP PLATE Three Second Gust wind 90 100 110 120 130 6" 1 Seed (mph) O STRUCTURAL SHEATHING 8d COMMON NAILS 6" O.C. ON EDGES x ¢ E F I E I F E I F E FF E I F a ONLY I�� I < Sheathing Location: Rafter / Truss Spacing Maximum Nail Spacing for 8d Common Nails 1/2" MIN. STRUCTURAL TOP PLATE I N I N WOOD PANEL = 8d COMMON NAILS � (inches, o.c.) or 10d Box Nails (inches.'o.c.) 1 2" O.C. ON 12 6 12 6 12 6 12 6 12 6 12 6" FIELD ONLY O Interior Zone 16 6 12 6 12 6 12 6 12 6 12 AT STUD TO FLOOR ASSEMBLY TO SILL PLATES CONNEC O11LN FOR STRAP - 3 8 d COMMON NAILS ® EA. END OF STRAP SOLID BLOCKING BETWEEN 19.2 6 12 6 12 6 12 6 6 6 12 FOR CL OF EA. PLATE TO PLATFORM BELOW - SIMPSON HDU4-SDS2.5 HOLDDOWN RAFTERS ATTACHED TO TOP 16 d COMMON NAILS ® 16" O.C. W 5 " DIAM. ATR ALL THREADED PLATES 8d COMMON ® 6" OC ALONG 24 6 12 6 12 6 6 6 6 6 iz / ( SOLID BLOCKING BETWEEN LENGHT OF BRACED WALL IPANEL ROD) ANCHOR, EMBEDMENT LENGTH RAFTERS ATTACHED TO TOP 12 6 12 6 12 6 12 6 124 6 124 SILL PLATE7,w,,all ' ••�� OF ANCHOR IN CONCRETE IS 10" PLATES 8d COMMON ® 6" OC ALONG MIN.. USE SIMPSON SET EPDXY-TIE LENGHT OF BRACED WALL PANEL Perimeter Edge 16 s 12 s 124 s 124 s s s s ANCHOR • HIGH STRENGTH EPDXY ADHESIVE Zone . • TO SECURE ANCHOR, DRILL 3/4„ 19.2 s 124 s 124 s 6 s s s' s' 3-16d© DIAM. HOLE FOR EPDXY. FOLLOW 24 6 124 6 6 s' s' 6' 6' 6' 6' along brac MANUFACTURER'S INSTRUCTIONS. BRACED WALL PANEL CONNECTION Gable Endwall Rake or Rake Truss w/ Lookout Block 6' 6' 6' 6' 6' 6' 4 4 4• 4` TO PERPENDICULAR RAFTER• able Endwall Rake or Rake Truss w/o Rake overhang 6 6 6 6 6 6 6 6 6' 6' END SHEARWALL SLAB ON GRADE BOARD SHEATHING Rafter/Truss Spacing Minimum Number of 8d Common Nails Sheathing Size (inches, o.c.) or 10d Box Nails per Support 1x6 or 1x8 Sheathing 12-19.2 2 2 2 2 2 L 1x10 or Larger Sheathing 12-19.2 3 3 3 3 3 E - NAIL SPACING AT PANEL EDGES (in.) F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FILED (in.) U)8d ® 6" oc toed in z along braced wall 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON O GABLE ENDEACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS j SHALL BE USED. � CIL JTS 2. TABULATED 12 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER TRUSS FRAMING AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION ® 16" O.C. MEMBERS WITH G > 0.49. FOR FRAMING MEMBERS WITH 0.42 < G < 0.49 THE NAIL SPACINGS SHALL TOP PLATE 8d ® 6"braced toed in (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): 6„ along braced wall BE REDUCED TO 6 INCHES O.C. SEAL 1/2" MIN. STRUCTURAL CLG JTS FOR STRAP - 3 8 d COMMON NAILS ® EA. END OF STRAP 3. TABULATED 6 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS WITH G > 0.49 FOR FRAMING MEMBERS WITH 0.42 < G < 0.49 THE NAIL SPACINGS SHALL ;; u WOOD PANEL 8d COMMON NAILS TOP PLATE L PLATFORM BELOW - 1 16 d COMMON NAILS 0 16" O.C. BE REDUCED TO 4 INCHES O.C. 6" O.C. ON EDGES 6" 4. TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING ONLY MEMBERS WITH G > 0.49 FOR FRAMING MEMBERS WITH 0.42 < G < 0.49 THE NAIL SPACINGS SHALL BE REDUCED TO 3 INCHES O.C. 8d COMMON NAILS o 5. TABULATED NAIL SPACINGS ASSUME A BUILDING LOCATED IN EXPOSURE B. 3-16d®1I6"oc © 12" O.C. ON 8d COMMON NAILS along braced wall FIELD ONLY 12" O.C. ON AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S) CONNECTION SIMPSON HDU4-SDS2.5 HOLDDOWN = IFIELD ONLY FOR STRAP - 3 8 d COMMON NAILS ® EA. END OF STRAP W/5/8 " DIAM. ATR (ALL THREADED FOR C OF EA. PLATE TO PLATFORM BELOW - 8d COMMON NAILS d COMMON NAILS ® 16" O.C. ROD) ANCHOR, EMBEDMENT LENGTH ® 6" O.C. ON EDGES OF ANCHOR IN CONCRETE IS 10" 3-16d®16"oc ONLY FLOOR JOIST MIN.. USE SIMPSON SET EPDXY-TIE along braced wall SILL PLATE •• HIGH STRENGTH EPDXY ADHESIVE 8d ® 6" oc toed in11 AT S UD TO FLOOR ASSEMBLY TO STUD CONNECTION ® 16" O.C. . TO SECURE ANCHOR, DRILL3 along braced wall ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS): .. .� .. r'..., /4„ ANCHOR BOLTS ti DIAM. HOLE FOR EPDXY. FOLLOW FLOOR JOIST FOR STRAP - 3 8 d COMMON NAILS 0 EA. END OF STRAP MANUFACTURER'S INSTRUCTIONS. L PLATFORM BELOW - 1 16 d COMMON NAILS 0 16" O.C. POURED CONCRETE/ d MASONRY 00 FOUNDATION 6 11 nil O 8d COMMON NAILS 12" O.C. ON RWALL ON FOUNDATION 1/2" MIN. STRUCTURAL IFIELD ONLY END SH EA WOOD PANEL N _ �8d COMMON NAILS WALL ® 6" O.C. ON EDGES ONLY 3-16d©16"oc Q0 along braced wall OC AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION 0 16" O.C. L FLOOR JOIST (ONLY APPLICIABLE FOR Two STORY CONFIGURATIONS): RIDGE TENSION STRAP CONNECTION REQUIREMENTS FOR WIND- EXPOSURE B . . ,, .. Dead Load Assumptions: Roof Assembly DL= 10 psf 0 SILL PLATE : � ,� .. ��. : � � � .: OR STRAP - 3 8 d COMMON NAILS ® EA. END OF STRAP p y P � Y � r• .•'•• '.. •', L PLATFORM BELOW - 1 16 d COMMON NAO ILS ® 16" O.C. 00 8d ® 6" oc toed in ANCHOR BOLTS •' +` ; '• •• +` THREE SECOND GUST WIND = W along braced wall SPEED (mph) 90 100 110 S 90 100 110 S Q POURED CONCRETE/ CLG JTS ROOF PITCH ROOF s'"" Number of 8d Common Nails or 10d Box Malls Required Capacity of Ridge Connection If 1,2,3,4 MASONRY (R) in each end of 1-Y, x 20 gage strap 1,2,3,4,5,6. q p y 9 (p ) TOP PLATE FOUNDATIONco 6 UPLIFT STRAP CONNECTION REQUIREMENTS - EXPOSURE B 12 1 2 2 3 94 133 176 224 o (ROOF-TO-WALL, WALL-TO-WALL, WALL-TO-FOUNDATION) 16 2 2 2 4 126 178 235 298 20 2 2 3 4 157 222 294 373 2 STORY BRACED WALL PANEL Dead Load Assumptions: Roof/Calling Assembly DL= 15 psf 3:12 24 2 3 3 5 189 267 353 447 28 2 3 4 6 220 311 412 522 THREE SE OND UST(mpNAND 100 110 120 130 32 3 3 4 7 252 356 471 597 � 36 3 4 5 7 283 400 529 671 Ln 12 1 1 2 2 79 111 145 183 FRAMING SPACING ROOF SPAN Number of 8d Common Nails or 10d Box Nails 16 1 2 2 3 106 147 193 244 (h) 00 in each end of 1-Y4' x 20 gage strap 1,2,3,4w M 20 2 2 2 4 132 184 242 305 > AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION ®16" O.C. Wall Sheathing and Cladding Attachment Requirements 12 1 2 2 2 4:12 24 2 2 3 4 158 221 290 366 Q _ 28 2 3 3 5 185 258 338 427 wi z (ONLY APPLICIABLE FOR TWO STORY CONFIGURATIONS)_ for Wind Loads - Exposure B Zp 2 2 2 3 32 2 3 4 5 211 295 387 488 w Cf) 36 2 3 4 6 238 332 435 549 > z z ~ FOR STRAP - 3 8 d COMMON NAILS ® EA. END OF STRAP 12 24 2 2 3 3 U) 8d ® 6" oc toed in 12 1 1 1 2 62 87 114 144 � FOR CL OF EA. PLATE TO PLATFORM ABOVE & ® C 4F EA. PLATE TO Three Second Gust wind 28 2 2 3 4 Q � s0 100 110 120 13 16 1 1 2 2 83 115 152 192 along braced wall PLATFORM BELOW - 1 16 d COMMON NAILS ® 16" O.C. Speed (mph) 32 2 3 3 4 w = 20 1 2 2 3 103 144 190 239 J 0 FLOOR JOIST STRUCTURAL SHEATHING 12 2 2 2 4 5: 12 24 2 2 2 3 124 173 228 287 U w w 28 2 2 3 4 144 202 265 335 Ln 1.O SIMPSON HOLDDOWN W/ 5/ " DIAM. E F E F E F E IF E F Zp 2 2 3 3 32 2 2 3 4 165 231 303 383 0- 0 N J ATR (ALL THREADED ROD) 16 24 2 3 3 4 36 2 3 3 5 186 260 341 431 6 Stud Spacing Maximum Nail Spacing for 8d Common Nails 12 1 1 1 2 57 79 103 130 Sheathing Location28 2 3 4 5 (inches, o.c.) or 10d Box Nails (inches, o.c.)' 16 1 1 2 2 76 106 138 173 8d COMMON NAILS 32 2 3 4 5 20 1 2 2 3 95 132 172 216 12 6 12 6 12 6 12 6 12 6 12 36 3 4 4 6 O ® 6" O.C. ON EDGES 1 12 2 2 3 3 6:12 24 1 2 2 3 115 158 207 260 -1- ONLY Interior Zone is s 12 s 12 s 12 s 12 s 12 16 2 2 3 4 28 2 2 2 4 134 185 241 303 0 32 2 2 3 4 153 211 276 346 1/2" MIN. STRUCTURAL O 20 2 3 4 4 U z 36 2 2 3 WOOD PANEL 8d COMMON NAILS 24 6 12 6 12 6 12 6 6 s 124 19.2 24 2 3 4 5 4 172 237 310 389 m 12 1 1 1 57 75 97 -1 _ ® 12" O.C. ON 28 3 3 4 5 16 1 1 2 2 75 100 130 162 FIELD ONLY 72 6 12 6 12 6 12 6 12 6 12 32 3 4 5 6 20 1 2 2 94 125 162 IS O z 0- 4" EDGE ZONE 12 2 3 3 4 :12-12:12 24 1 2 2 3 113 150 194 243 Z O D 1s 6 12 6 12 6 12 6 12 6 12 28 2 2 2 3 132 175 227 284 F- O 3-16d@16"oc SIMPSON HOLDDOWN W/5/" DIAM. 0 16 2 3 4 5 32 2 2 3 4 151 200 259 324 J (> along braced wall ' 20 3 3 4 5 W 24 s 12 6 12 s 12 s 12 s 12 36 2 2 3 4 170 225 292 365 �I ATR (ALL THREADED ROD) 24 24 3 4 5 6 28 3 4 5 7 1. Tabulated connection requirements shall be permitted to be multiplied by 0.70 for framing not w ANCHOR, EMBEDMENT LENGTH OF Q 32 3 5 6 7 located within 8 feet of building corners. � z Q ANCHOR IN CONCRETE IS 10" MIN.. 36 4 5 6 8 2. Tabulated ridge connection loads assume a buiding located in Exposure B. (� (� U FLOOR JOIST USE SIMPSON SET EPDXY-TIE HIGH BOARD SHEATHING or LAP SIDING 3. Tabulated connection requirements are based on total uplift minus 0.6 of the roof assembly dead z Ln FSTRENGTH EPDXY ADHESIVE TO Rafter/Truss Spacing Minimum Number of 8d Common Nails or 10d load (0.6x10psf). O SILL PLATE ;:i� Sheathing Size O W 3 (inches, o.c.) Box Nails per Support 1. Prescriptive limits are based on assumptions of Table 3.4 4. Tabulated connection requirements are based on a 12 ridge strap spacing, for different ridge (, 0 •• r',..•. SECURE ANCHOR, DRILL /4" DIAM. 2. Tabulated uplift connection requirements assume a building strapspacings, multi I the tabulated values b theappropriate multi lier below. ~ •. HOLE FOR EPDXY. FOLLOW 1x6 or 1x8 Sheathing 12-24 2 2 2 2 2 multiply yp (n v ANCHOR BOLTS located in Exposure B. Ridge Connection Spacing(in.) 12 16 19.2 24 48 v O z er 1.00 1.33 1.60 2.00 4.00 MANUFACTURER'S INSTRUCTIONS. 1x10 or Larger Sheathing 12-24 3 3 3 3 3 3. Tabulated uplift connection requirements assume a roof and Multiplier � LLj z O = w O AS REQUIRED p' ceiling assembly dead load of 9 psf (0.60 x 15psf = 9psf). If a 5. When the tabulated number of nails required in each end of the strap is equal to 1 and the framing O z w v = I- POURED CONCRETE/ E - Nail spacing at panel edges (in.) ceiling assembly is not resent or if the ceiling assembly Is not �ILI O v (� Q Lij F- of 9 y P 9 y is attached in accordance with Table 3.1, the ridge strap and additional nailing is not required. MASONRY F - Nail spacing t intermediate supports c the panel field (in.) connected to the roof assembly, the tabulated number of nails 6. When a collar tie is used in lieu of a ridge strap, the number of 10d nails required in each end of FOUNDATION 1. For wall sheathing within 4 ft. of the corners, the 4 ft. permeter edge zone attachment shall be increased by 1 nail at each end of the strap. the collar tie need not exceed the tabulated number of 8d nails in a steel strap, or the number requirements shall be used. DWG NO q 4. Minimum ASTM A653 Grade 33 steel strap. of 12d box nails in each end of the collar tie need not exceed the taulated number of 10d box 2. Tabulated 12 inch. o.c. nail spacing assumes sheathing attached to stud framing members nails in a steel strap. with G> 0.49. For framing members with 0.42< G<0.49, the nail spacings shall be reduced to 6 inches o.c. 7. }k-" 20 gage ridge strap shall be of ASTM A653 grade 33 steel or equivalent. 2 STORY END WALL SHEARWALL 3. For exterior panel siding galvanized box nail shall be permitted to be substituted for common nails. Q 4. Tabulated nail spacing assumes a building located in Exposure B. S.C.T.M•# 1000-70-8-5 2015 INTERNATIONAL RESIDENTIAL CODE 2015 INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(1) TABLE R602.3(l) - continued FASTENING SCHEDULE FASTENING SCHEDULE NUMBER AND TYPE DESCRIPTION OF NUMBER AND TYPE SPACING AND 2015 IRC ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,b,c SPACING AND LOCATION ITEM BUILDING ELEMENTS OF FASTENER a,b,c LOCATION INTERNATIONAL RESIDENTIAL CODE ROOF 14 Blocking between ceiling joists or rafters 16d common (3 1/2" x 0.162") 16" o.c. face nail TABLE R602.10.3(1) to top plate 16d box (3 1/2" x 0.135") ; or12" o.c. face nail BRACING REQUIREMENTS BASED ON WIND SPEED 4-8d box 2 1/2" x 0.113 or Toe nail " EXPOSURE CATEGORY B 1 Blocking between ceiling joists or rafters to top 3-8d common (2 1/2" x 0.131") : 3-16d box 3 1 2" x 0.135" ; or 3 each 16" o.c. face nail MINIMUM TOTAL LENGTH (FEET) OF BRACED WALL PANELS plate 3-10d box 3" x 0.128" : or 15 Bottom plate brace joist, rim joist, band joist or ( / ) 30- FOOT MEAN ROOF HIEGHT � ) blocking ( at brace wall panel) 2-16d common (3 1/2" x 0.162") ; r 2 each 16 o.c. face nail 4-3"x 0.131" nails10- FOOT WALL HIEGHT REQUIRED ALONG EACH BRACED WALL LINE 2 Ceiling joists to top plate Per joist, Toe nail 4-8d box (2 1/2" x 0.113") or 4 each 16" o.c. face nail 2 BRACED WALL LINES 1 3-8d common (2 1/2" x 0.131") : o 4-8d box ( 2 /2 " x 0.113") or ULTIMATE DESIGN BRACED WALL LINE METHODS METHODS 3-10d box (3" x 0.128"): or ( / ) WIND SPEED SPACING 3-16d box 31 2 x 0.135 or b DWB, WSP ,SFB, prOS 4-8d common ( 2 1/2" x 0.131") ; Toe nail (MPH) STORY LOCATION (FEET) PBS, PCP, HPS, METHOD LIB METHOD GB CS-WSP,CS-G, Ceiling joist not attached to parallel rafter, laps 4-10d box"3" x 0.128"); or 16 To or bottom late to stud 4-10d box ( 3" x 0.128") ; or BV-WSP, ABW, PFH, CS-PF 3 over partitions see Sections R802.3.1, R802.3.2 ( ) Face nail p P 4-1" " nnilc PFG,CS-SFB c P [ 3-16d common (3 1/2" x 0.162"0; r and Table R802.5.1(9)] 4-3" x 0.131" nails 3-16d box ( 3 1/2 " x 0.135") ; or2-16d common ( 31/2 " x 0.162") ; r End nail 10 4.0 4.0 2.5 2.0 Ceiling joist not attached to parallel rafter 3-10d box ( 3" x 0.128") ; or 20 7.0 7.0 4.0 3.5 4 Table R802.5.1 9 Face nail 3-3" " 30 10.5 10.5 6.0 5.0 (heel joint) [see Sections R802.3.1 and R802.3.2 ( ) 3-10d box (3" x 0.128"); or 40 13.5 13.5 8.0 6.5 and Table R802.5.1(9)] 17 Top plates, laps at corner s and 2-116d common (3 1/2" x 0.162") ; r Face nail intersections 50 16.5 16.5 9.5 8.0 Collar tie to rafter, face nail or 1 1 4 x 20 ga. 4-10d box o x 0.12 0.1 or 3-3" x 0.131" nails 5 / " Face nail each rafter 60 19.5 19.5 11.5 9.5 ridge strop to rafter 3-10d common (3" x 0.148") ; or 9 P 3-8d box (2 1/2" x 0.113"); or 4-3"x 0.131" nails 18 1" brace to each stud and plate „ Face nail 2-8d common ( 2 1/2" x 0.131 ) ; or 10 7.5 7.5 4.5 3.5 3-16d box nails (3 1/2" x 0.1135") ; r 2-10d box ( 3" x 0.128") ; or S 120 6 Rafter or roof truss to plate � toe nails on one side and 1 toe nail 20 14.0 14.0 8.0 7.0 3-10d common nails (3" x 0.148") ; �n opposite side of each rafter or 2 staples 1 3/4" 30 20.0 20.0 11.5 9.5 4-10d box (3" x 0.128"); or truss 4-3"x 'I 19 1" x 6" sheathing to each bearing 3-8d box (2 1/2" x 0.113"); or 40 25.5 25.5 15.0 12.5 4-16d (3 1/2" x 0.135") ; or Toe nail 2-8d common 2 1 2" x 0.131' r Face nail ( / �) � 50 31.5 31.5 18.0 15.5 3-10d common (3 1/2" x 0.1148") ; r 2-10d box ( 3" x 0.128") ; or 60 37.5 37.5 21.5 18.5 Roof rafters to ridge, valley or hip rafters or 4-10d box (3" x 0.128") ; or 2 staples, 1" crown, 16 o., 1 3/4" to iq 7 - 3-8d box (2 1/2" x 0.113"); or roof rafter to minimum 2" ridge beam 3-16d box (3 1/2" x 0.135") • or End nail 3-8d common ( 2 1/2" x 0.131") ; r 10 NP 11.0 6.5 5.5 2-16d common (3 1/2" x 0.162") ; orFace nail 3-10d box ( 3" x 0.128") ; or 20 NP 20.5 11.5 10.0 3-10d box (3" x 0.128") ; or 20 1' x 8' and wider sheathing to each bearing 3 staples, 1" crown, 16 ga., 1 3/4" loi g 30 NP 29.0 17.0 14.5 - 0 131" ails Wider than 1" x 8" 40 NP 38.0 22.0 18.5 WALL 4-8d box (2 1/2" x 0.113); or 50 NP 47.0 27.0 23.0 v� 3-8d common (2 1/2" x 0.131") or 60 NP 55.5 32.0 27.0 0 8 Stud to stud (not at braced wall panels) 16d common (3 1/2" x 0.162") 24" o.c. face nail 3-10d box ( 3' x 0.128") ; or Cn ox x ; or16" o.c. face nail 4 staples. 1" crown 16 a. 1 3/4 " to UJ 9 Stud to stud and abutting stud at intersecting 16d box 3 1/2" x 0.135 ; or 12" o.c. face nail FLOOR 10 4.5 4.5 2.5 2.5 5.0 131" nails 8.5 wall corners (at braced wall panels) 16" o.c. face nail 4-8d box (2 1/2" x 0.113); or 30 1 8.5.5 125 7.0 6.0 16d common (3 1/2" x 0.162") 21 Joist to sill, top plate or girder 3-8d common (2 1/2" x 0.131") ; or Toe nail SEAL 16d common 3 1/2" x 0.162" 16" o.c. each edge face nail 3-10d box ( 3" x 0.128") ; or 15.5 15.5 9.0 10 Built-up header (2" to 2" header with 1/2" spacer) 3-3" x 0.131" nails 50 19.5 19.5 11.0 9.5 16d box (3 1/2" x 0.135") 12' o.c. each edge face nail 60 23.0 23.0 13.0 11.0 8d box (2 1/2" x 0.113") 4" o.c. toe nail _ 5-8d box (2 1/2" x 0.113") ; or toe nail 11 Continuous header to stud 4-8d common (2 1/2" x 0.131') r 22 Rom joist band to roof applications Jolblocking to sill or 8d common (2 1/2" x 0.131') ; or 10 8.5 8.5 5.0 4.5 4-10d box (3" x 0.128') P P ( ) 10d box (3 x 0.128 ) ; or 6" o.c. toe nail 20 16.0 16.0 9.5 8.0 , s 130 16d common 3 1/2" x 0.162' 16" o.c. face nail 30 23.0 23.0 13.5 11.5 12 Top plate to top plate ( / ) 3-8d box (2 1/2" x 0.113") ; or 10d box 3" x 0.128" ; or 23 1" x 6" subfloor or less to each joist face nail 40 30.0 30.0 17.5 15.0 ( ) 12" o.c. face nail 1 2-8d common (2 1/2" x 0.131") ; or 8-16d common 3 1 2' x 0.162" 3-10d box (3" x 0.128") ; or 50 37.0 37.0 21.5 18.0 Double top plate splice for SDCs A-D2 with ( / ) r box 3 1 2' x 0.135" or face nail on each side of end joint 2 staples, 1" crown, 16 ga., 1 3/4" I g 60 44.0 44.0 25.0 21.5 12-16d seismic braced wall line spacing <25' ( / ) 12-10d box 3" x 0.128" ; or (minimum 24" lap splice length each 3-16d box ( 3 1/2" x 0.135") • or Blind and face nail 13 ( ) side of end joint) 24 2" subfloor to joist or girder 10 NP 13.0 7.5 6.5 12-3"x 0.131" nails j ) 2-16d common (3 1/2" x 0.162") Double top plate splice SDCs Do, Dl, or D'2; and braced - wall line spacing > 25' 12-16d ( 3/12 x 0135") 2 24.0 13.5 11.5 25 2" planks ( plank & beam - floor & roof) 3-16d box ( 3 1/2" x 0.135") ; or At each bearing, face nail 30 NP 34.5 19.5 17.0 2-16d common (3 1/2" x 0.162") 40 NP 44.5 25.5 22.0 50 NP 55.0 31.5 26.5 3-16d common (3 1/2" x 0.162") 60 NP 65.0 37.5 31.5 26 Band or rim joist to joist 4-10d box (3" x 0.128") ; or End nail 4-3" x 0.131" nails; or 4-3" x 14 ga. staples, 7/16" crowr 00 20d common (4" x 0.192") ; or Nail each layer as follows: 32 O.C. at to and bottom and staaaered. 10d box ( 3 " x 0.128") ; or 24" o.c. face nail at top and bottom 27 Built-up girders and beams, 2 inch lumbe 3 " x 0.131" nails -staggered on opposite sides (�J layers And: 2-20d common (4" x 0.192") ; or Face nail at ends and at each CEJ 3-10d box (3" x 0.128") ; or splice 4-16d box (3 1/2" x 0.135") ; or 28 Ledger strip supporting joists or rafters 3-16d common (3 1/2" x 0.162") ; �t each joist or rafter, face nail �D 4-10d box (3" x 0.128") ; or 4-3" x 0.131" nails 2015 IRC 2900 Bridging to joist 2-10d (3" x 0.128") Each end, toe nail INTERNATIONAL RESIDENTIAL CODE TABLE R602.3(3) LIJ REQUIREMENTS FOR WOOD STRUCTURAL PANEL WALL SHEATHING USED TO RESIST WIND PRESSURES a,b,c 0ob 0 w W 00v MINIMUM NAIL MINIMUM WOOD MINIMUM ULTIMATE DESIGN STRUCTURAL NOMINAL PANEL MAXIMUM WALL PANEL NAIL SPACING WIND SPEED V ult(mph) SIZE (INCHES) RATING PENETRATION PANEL SPAN THICKNESS STUD SPACING win exposure ca egory (INCHES) (INCHES) EDGES FIELD (INCHES O.C.) (INCHES O.C.) B C D 6d COMMON 1.5 24/0 1/2" 16 6 12 140 115 110 (2.0" x 0.113") TOP PLATE SPLICE LENGTH SPLICING OF TOP PLATE 8d COMMON1.75 24/16 7/16 16 6 12 170 140 135 TOP PLATE SPLICE TOP PLATE SPLICE (2.5" x 0.131") 24 6 12 1 140 V115 110LO n _ REQUIREMENTS REQUIREMENTS r- FOR WIND - EXPOSURES B&C FOR WIND - EXPOSURES B&C > ONE STORY SLAB ON GRADE ALL OTHER CASES FOR SI: 1 INCH = 25.4 mm, 1 mile per hour = 0.447 m/s. Q _ A. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 inches on center shall be applied with w z BUILDING MINIMUM SPLICE BUILDING MINIMUM SPLICE panel strength axis perpendicular to supports. w Cn LENGTH ft. B. Table is based on wind pressure acting toward and away from building surfaces in accordance with Section R301.2. Lateral bracing requirements shall be in Z F= DIMENSION (ft.) ( ) DIMENSION(ft.) LENGTH (ft.) > accordance with Section R602.10. � Z Cn 1_019 ' " ' " ' " C. Wood structural panels with span rating of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24 0 span rating. Plywood siding rated 16 o.c. Q 12 -0 3 -0 12 -0 2 -0 P P 9 P P / P 9 9 w J Cf) _ or 24 o.c shall be permitted as an alternate to panel with a 24/16 span rating.Wall-16 and Plywood siding 16 o.c. shall be used with studs spaced not J O 16'-0" 4'-0" 16'-0" 3'-0" more than 16 inches on center. v w w LO LO 1 " 1 11 > " 11 N O N J 20 -0 5 -0 20 -0 4 -0 - 24'-0" 6'-0" 24'-0" 4'-011 2015 IRC INTERNATIONAL RESIDENTIAL CODE 28'-0" 7'-0" 28'-0" 5'-0" o TABLE R602.10.4 32'-0" 8P-011 32P-010 6 1-011BRACING METHODS U m 1 TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE " Continuous Sheathing Method _J o CONNECTIONS USING 2-16d NAILS PER FOOT FOR SHORTER SPLICE 36 -0 9 -0" 36 -0" 7 -0" O CONNECTION CRITERIA z z 0- LENGTHS, THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-0" 11'-0" 40'-0" 8'-0" METHOD, MATERIAL MINIMUM THICKNESS FIGURE J O D PROVIDE AN EQUIVALENT NUMBER OF NAILS '-0" ' " Fasteners Spacing 1= O 50 13 -0 50 -0 10 -0 w v II � � O 60'-0" 16'-0" 60'-0" 12'-0" Exterior sheathing per 6" edges 12" field w 2 TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED IN CS-WSP Table R602.3(3) z Q EXPOSURE B AND C 70 -0 19 90 -0 70 -0 14 ll -0 1 2 - 1 " ' " ' " Continuously sheathed �•• ` 9 P y O Un Interior sheathing per Varies b fastener 3 TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 80 -0 22 -0 80 -0 16'-0" wood structural panel - _ Table R602.3(1) or R602.3(2) 0 U W � U Q O z LLJ w o w 0 0 = S CD z =l � OUcnQlW- o DWG NO % 7 S.C.T.M.# 1000-70-8-5 z GENERAL NOTES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA BLOCKING 0 ENDWALL REFER TO TABLE R301.20) OF THE RESIDENTIAL CODE OF NEW YORK STATE WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD AIR MEAN GENERAL: GROUND DESIGN DESIGN ANNUAL GENERAL FASTENING SCHEDULE RIDGE- PLATFORM FRAMING ONLY SNOW LOAD SPEED'S TTopppooGG BORNE-BORNE CATEGORY FROST LINE DESIGN UNDERL REQUIRED HAZARD FREEZING TEMP 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING RAPHIC DEBRIS WEATHERING. DEPTH TERMITE TEMP REQUIRED INDEX RESIDENTIAL CODE OF NEW YORK STATE TWOE8d NAILSUTHOF MPH EF CTS DEPARTMENT. 1 MILE g 3 FEET MODERATE 15' YES CONTACT 599 51' SIDE OF TRUSS. 2. ALL WORK SHALL CONFORM WITH N.Y.S. UNIFORM FARE PREVENTION AND BUILDING 20 PSF 130 wlt NO F COASTE SEVERE BOF TO HEAVY BLDG DEPT R3012.1.1 DESIGN CRITERIA. CONSTRUC110N IN REGIONS WHERE THE BASIC TOTAL 4 -8d NAILS • . o • CODE, 2015 IRC, 2016 UNIFORM CODE SUPPLEMENT AS WELL AS ALL OTHER CODES WIND SPEEDS FROM FIGURE R301.2 (4) EQUAL OR EXCEED 130 MILES PER HOUR INTO TRUSS. REFERENCED THEREIN, AND LOCAL BUILDING CODES. (177.1 km/h) SHALL BE DESIGNED IN ACCORDANCE WITH ONE OF THE FOLLOWING. / 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHICH SHALL ARISE Arnc I/ 1. PLANS HAVE BEEN DESIGNED IN ACCORDANCE WITH AMERICAN FORREST DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITH THAT INDICATED AND PAPER ASSOCIATION (AF7PA) - WOOD FRAME CONSTRUCTION ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY TABLE R301.7 F THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS MANUAL FOR ONE AND TWO FAMILY DWELLINGS (WFCM); � MINIMUM UNIFORM DISTRIBUTED DESIGN LOADS BLOCKING 2 BAYS CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY ALLOWABLE BACK ® 4'-0" o.c. • STRUCTURAL MEMBER ARISING THEREFROM. [REFER TO TABLE R301.5 OF THE RESIDENTIAL CODE OF NEW YORK STATE] DEFLECTION4- 2 - 8d NAILS 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS RAFTERS HAVING SLOPES GREATER THAN L/180 � INTO PLATES FIRST APPROVED BY THE ARCHITECT, ENGINEER AND BUILDING DEPARTMENT. USE LIVE LOAD DEAD LOAD WITH NO FINISHED CEILING ATTACHED TO 0 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. EXTERIOR BALCONIES 60 psf 10 psf RAFTERS o 8 INTO STUD Simpson Strong-Tie DECKS 40 psf 10 psf INTERIOR WALLS AND PARITIONS H/180 SECOND FLOOR w H7 Z 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE. NOT TO BE SCALED AND ARE SUBJECTIFLOORS AND PLASTERED CEILINGS L/360 RAFTER TIE DETAIL TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN AND VDIRECTED AND/TU APPROVED ND THE ARCHITECT OR ENGINEER. ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 10 psf ALL OTHER STRUCTURAL MEMBERS L/240 9 BLOCKING 2 BAYS ATTICS WITH STORAGE (ROOF BELOW 3 PITCH) EXTERIOR WALLS WITH PLASTER OR BACK @ 4'-0" O.C. 7. OWNER/ CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS, APPROVALS, 20 psf 10 psf STUCCO FINISH H/iso 4- Simpson Strong-Tie H7 Z N TS. CERTIFICATES, CERTIFICATE OF OCCUPANCY/ COMPLETION AND U.L. APPROVAL. ROOMS OTHER THAN SLEEPING ROOMS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS a WITH L/240 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC. AND IS SLEEPING ROOMS 30 psf 10 psf BRITTLE FINISHES ,8, ®INTERIOR ZONE FOR THE ONE PROJECT NOTED HEREIN ONLY (EVEN IF THIS PROJECT IS NOT STAIRS 40 psf 10 psf EXTERIOR WALLS--WIND LOADS a WITH L/120 ®PERIMETER ZONE FIRST FLOOR CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED, REPRODUCED OR USED IN ANY WAY GUARDRAILS AND HANDRAILS 200 psfffpsf FLEXIBLE FINISHES WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. ROOF LOADING (LIVE = GROUND SNOW LOAD NOTE: L = SPAN LENGTH, H = SPAN HEIGHT. NOTE: - GABLE WALL 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND ADJUSTMENTS AS PER TABLE R301.5 OF THE 45psf 1. FOR GABLE ROOFS 10' TO 45' PITCHES (EDGE ZONE) BLOCKING 2 BAYS IS RESPONSIBLE FOR DESIGN INTENT ONLY. RESIDENTIAL CODE OF NEW YORK STATE) a. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 BACK @ 4'-0" O.C. 11MES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE 2. SEE FASTENING F'rHEDULE A FOR NAILING 10. ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE OF THE DETERMINING DEFLECTION LIMITS HEREIN. IN EA. ZONE BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF ALL STANDARD AND SPECIALTY SYSTEMS / MATERIALS USED WITHIN THIS THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS / REQUIREMENTS NAILING AND STRAPPING **ALL STRAPPING TO BE 1 1" x 16 GAUGE STL ** TO BE FOLLOWED. 4 „ 12. IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED SIMPSON,, EQUIVALENT - CS16Z (COILED STRAP) L V, CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION1 Z" MIN. BEARING L/3--� -L/3 0 THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. Ln 13. ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. w 14. WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION SHALL BE IN ACCCORDANCE WITH SECTION R316. AT RAFTER To RIDGE CONNECTION ® EACH T 15. INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND L D/6 MAX. I PERMITTED NOTCHES p EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 FOR STRAP - 3 - COMMON NAILS ® EA. END OF STRAP PE 16. THIS PROJECT COMPLIES W/ THE 2015 INTERNATIONAL RESIDENTIAL CODE AND FOR NOTED COLLAR/CLG TIE - 3 10d COMMON NAILS � EA. SEAL D/6 MAX. MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23, PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 32, 12 ELECTRICAL SYSTEM COMPLIES CHAPTER 33 THROUGH CHAPTER 42ij SIMPSON STRONGTIE FLOOR JOIST-CENTER CUT I CARPENTRY: ALTERNATE H7Z AT RAFTER TO TOP PLATE TO STUD CONNECTION. ® 16" O.C. D/4 MAX. I COLLAR 11E 1. ALL LUMBER SHALL BE D.F. #2 OR BETTER UNLESS OTHERWISE NOTED ( U.O.N.) FOR STR '' - 5 8 d COMMON NAILS 0 EA. END OF STRAP FOR TOENAILING - 5 8 d COMMON NAILS 2. ALL LUMBER TO BE A MINIMUM OF 8" ABOVE FINISHED GRADE. (U.O.N.) FOR C.J.. TO R.R. - 11 16 d COMMON NAILS (FOR 5 PITCH) *; D ALTERNATE 9 16 d COMMON NAILS (FOR 8 PITCH) - 3. SILLS TO BE FLASHED (TERMITE SHIELD) W/ SILL SEAL. SILL TO BE A.C.Q. WOOD CEILING TIE FOR CL OF EA. PLATE TO PLATFORM ABOVE - 1 L d COMMON NAILS ® 16" O.C. 2- 2" x 6" U.O.N. D/3 MAX. 4. ALL JOISTS HANGERS TO BE "TECO" OR EQUAL, FULL SIZE. 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) AT STUD TO FLOOR ASSEMBLY TO STUD CONNECTION ® 16" O.C. 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS. (U.O.N.) (ONLY AP PL".ABLE FOR TWO STORY CONFIGURATIONS): MAX. D FROM 7. ALL BEAMS, GIRDERS, HEADERS, ETC. TO HAVE A MINIMUM OF 4" BEARING. FOR STRC.' 3 8 d COMMON NAILS ® EA. END OF STRAP SUPPORT FLOOR JOIST-END CUTS TO 8. ALL WINDOWS TO BE IN CONFORMANCE W/ ATTACHED ENERGY STATEMENT W/ FOR CL OF EA. PLATE PLATFORM ABOVE & EA. PLATE ALTERNATE rL,,,TFORM BELOW - 1 16 d COMMONN NAILS ® 16" O.C. MODELS NUMBERS ON PLANS. CONFIGURATION :7-F 9. PROVIDE ATLEAST (1) WINDOW (OR DOOR) IN EACH HABITABLE SPACE FOR EMERGENCY ESCAPE. IN CONFORMANCE WITH 2015 I.R.0 CODE SEC. R310 MIN OPENING OF 5.7 SQ. FEET D DO DO ( 5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE TO SILL IS LESS THAN 44" OR LESS) W/ AT STUD TO FLOOR ASSEMBLY TO SILL PLATE(S) CONNEC11ON @ 16" Q.C. MINIMUM NET HEIGHT 24" AND MINIMUM NET WIDTH OF 20' ( OPERATION W/O NEED D/3 MAX. j FOR TOOLS) BOTTOM OF OPENING @ 44" MAXIMUM' A.F.F. FOR STRA1 3 8 d COMMON NAILS ® EA. END OF STRAP N 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. M ALL GLAZING SHALL COMPLY WITH SECTION R308. FOR CE OF EA. PLATE To PLATFORM BELOW - g 1 16 d COMMON NAILS ® 16" O.C. � RAFTER CEILING JOISTS 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE 'WITH SECTIONS R311.5 TO R311.5.7 a N 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ALL FRAMED WALLS, FLOORS, ROOF AND CEILINGS COMPRISING ° (OR EQUAL) ON" LTP4 `- ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. a (OR E D/3 MAX. � 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ° 00 ELECTRICAL: AT STUD TO FLOOR ASSEMBLY TO SELL PLATE(S) CONNEC110N T_ 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2015SLAB ON GRADE APPLICATION: @ 32" O.C. FRM INTERNATIONAL RESIDENTIAL CODE SECTIONS FOR ELECTRICAL CODE OF NEW YORK STATE. a ° AND BOTTIOM OFOJOISTOP 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION FOR STRAP - 3 8 d COMMON NAILS ® EA. END OF STRAP IT PIPE OR CONDUIT I w 00 FOR CLOF EA. PLATE TO PLATFORM BELOW - 1 16 d COMMON NAILS 00 Y OF WORK. ° 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY NJ/ CHAPTERS 34-43 ° ® 32" 0.(C D (ACTUAL DEPTH) 00 = w U AND LOCAL BUILDING DEPARTMENT. CUTTING DRILLING AND NOTCHING DETAIL 4. SMOKE DETECTION AS PER N.Y.S. CODE SECTION fR314. * TYPICAL SECTION* DETAILS ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. OF JOISTS 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF PROPOSED ADDITION. IF NOT, SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. FOUNDATIONS, CONCRETE AND MASONARY: TABLE R301.2.1.2 NAILING & STRAPPING @ EXTEFIOR WINDOW/DOOR HEADER Ln 1. ALL FOOTINGS TO BEAR UPON FIRM, VIRGIN, UNDISTURBED SOIL. WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE r- ' NOTE 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF (1)TON / SQ. FOOT. FOR WOOD STRUCTURAL PANELS a,b,c,d ALL STAIRS, HANDRAILS & jr- 3. FOOTINGS TO REST A MIN 3'-0" BELOW GRADE. U.O.N. STEP FOOTINGS @ 1:2 RATIO RAILINGS SHALL COMPLY Q _ (1' RISE MAX) W/ RCNYS SEC. R-311 U z 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON F�;; ENING SCHEDULE B > z E PLANS. (U.O.N.) FASTENER SPACING (INCHES)a'b ROUGH OPENING FRAMING REQUIEREMENTS FOR WINDOW OPENINGS TOP PLATES IQ 0 Cn 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF FASTENER 4 FEET < 6 FEET < A [IM ACCORDANCE WITH WOOD FRAME J O = FRAMING OR PROPER BRACING IS IN PLACE. TYPE PANEL SPAN PANEL SPAN PANEL SPAN < 4 FEET < 6 FEET < 8 FEET GCiNSTRUC110N MANUAL 2001 EDI110N1 O w z 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. F__ U-)7. ALL OPENINGS FOR GS FLUES, UTILITIES, ETC. TO BE FILLED SOLID WITH CONCRETE. No. 8 WOOD SCREW BASED JD ROUGH NOTATION u7 �A B C D E F BORED HOLE MAX. N N J OPNS DIA. 40 PERCENT ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/ 1/2" SPACE @ ANCHOR WITH 2-INCH 16 10 8 Uj OF STUD DEPTH SIDES AND ENDS. U.O.N. EMBEDMENT LENGTH g E 2'4 2 1-2" X 4" 1 1 1 1 z 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF c No. 10 WOOD SCREW BASED a 3,000 P.S.I. ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 4'-0" 4 1-2" x 4" 2 2 2 2 z J HARDWOOD OR STEEL HANDRAIL o � 3,500 P.S.I. GARAGE SLAB / EXPOSED SLAB ON GRADE / POURED STEPS. ANCHOR WITH 2-INCH 16 12 9 , _ 5/8" MIN. TO EDGE z 2-2 x 4 � � W 1 1 2 MIN. FINGER CLR. AND NOT EMBEDMENT LENGTH s'-0" 6 --off- 3 3 3 3 / / 9. CONCRETE SLABS TO REST UPON MINIMUM 6" OF FINE GRAVEL OR SAND WITH F 1-2 x 6" o TO PROJECT MORE THAN 4.5" o o cfl MINIMUM EMIL. POLY. V.B. (@ OCCUPIED SPACE) AND WITH REQUIRED INSULATION. Ya -INCH LAG SCEW BASED 2-2 x 4 p 5/8" MIN. TO EDGE J 0 10. ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. ANCHOR WITH 2-INCH 16 16 16 8-0" 8 1-2� X 6" 3 3 3 3 0 FROM THE WALL. NOTCH MUST NOT 0 EMBEDMENT LENGTH Q w EXCEED 25% OF Z z 10'-C" 10 2-2" X 6" 4 4 4 4 w C O 11. BRICK VENEER TO BE ANCHORED W/ (1) WALL TIE EVERY 32 O.C. VERTICALLY AND STUD DEPTH J 0 o EVERY 18" O.C. HORIZONTALLY W/ FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE 12 W/ WEEP HOLES @ 4'-0" O.C. MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. '-0" t2 2-2" x s" 5 4 5 4 -t � ° ` x BORED HOLES SHALL NOT BE IF HOLE IS BETWEEN 40% AND 60% U ** II a° aoOF STUD DEPTH, THEN STUD MUST BE D CD 12. APPLY (1) COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION a. this table is based on 180 mph wind speeds and a 33 foot mean roof height. LOCATED IN THE SAME CROSS DOUBLED AND NO MORE THAN TWO w SECTION OF CUT OR NOTCH IN b. Fasteners shall be installed at opposite ends of the wood structural panel. 9 WOOD STRINGER, SECCESSIVE STUDS ARE DOUBLED � FROM FOOTING TO 2" ABOVE FINISHED GRADE, UVLESS WET SITE CONDITIONS EXCEED PP P STUD f- z Q c. Nails shall be 10d common or 12d box nails. ° JACKS & KINGS MI TREADS, & RISERS AND SO BORED U CODE LIMITS. WRAPPED UNDER C� cn 13. THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. d. Where screws are attached to masonry or masonry/stucco, they shall be ° attached utilizing vibration-resistant anchors having a minimum ultimate SILL PLATE 60 zU� withdrawal capacity of 490 pounds. O O w PLUMBING, MECHANICAL, FUEL GAS, A/C: 1 1/4" NOSING NOTE: CONDITION FOR EXTERIOR AND BEARING WALLS. I- U � O � 1. PLUMBING TO COMPLY WITH 2015 I.P.C, 2015 I.M.0 AND 2015 I.F.G.C, AND THE BUILDING DEPARTMENT. CHAPTER 3 BUILDING PLANNING NOTATION: O z 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S. REQUIREMENTS. A- NUMBER OF 8d NAILS 0 EA. END OF STRAPPINGS (TABLE 3.7, P. 157) & (TABLE 6A PAGE 316) DRILLING AND NOTCHING DETAIL SECTION R301 DESIGN CRITERIA ** MINIMUM WIDTH OF STAIRS TO BE 3'-0" .3 w z CD _ = w O 3. PLUMBING, MECHANICAL, FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF Vis" AND A MAXIMUM SPAN B- NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (TABLES 3.23B, P. 193) O z w U < OF STUDS � _� or_ Q SECTIONS FOR PLUMBING CODE (CHAPTER 25-32), MECHANICAL CODE (CHAPTER 12-23), OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE AND TWO STORY BUILDINGS. C- NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (TABLES 3.23C, P. 193) O U (n <1 1-- PANELS - o AND FUEL GAS CODE CHAPTER 24 OF 2015 I.R.0 PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE D- NUMBER OF 16d NAILS. END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER STAIR DETAIL 4. ALL WASTE AND CODEVENT (CHAPTER ABOVE FLOOR SHALL I SCHEDULE 40 THICKNESS PROVIDED. ATTACHMENTS SHALL BE PROVIDE IN ACCORDANCE WITH TABLE R301.2.1.2 OR SHALL @ EA. SIDE (TABLE 3.7, P. 157) & (TABLE 6A PAGE 316) DWG NO SV CAST IRON BELL (HUB) AND SPIGOT BELOW AND THROUGH CONCRETE. BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED IN ACCORDANCE E- NUMBER OF JACK STUDS @ EA. END OF HEADERS (TABLES 3.22F, P. 191) ASSUME DBL. HDR. N.T.S. 5. THE EX. HEATING A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF �� THE PROVISIONS OF THE 2015 I.R.C. F- NUMBER OF 16d NAILS END-NAILED THROUGH ADJACENT JACK STUDS TO END OF SILLS) / ® EA. SIDE (DOES NOT APPLY TO DOORS) (TABLES 3.8, P. 157)& ('TABLE 6A PAGE 316) PROPOSED ADDITION. IF NOT, SYSTEM SHALL BIE UPGRADED TO MEET CODE COMPLIANCE. a S.C.T.M.# 1000-70-8-5 g