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Home My WebLink About41353-Z �O�S11FF04Cp�y Town of Southold 4/17/2018 3 P.O.Box 1179 a 53095 Main Rd o'yljp+ �ao�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39605 Date: 4/16/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 285 Ripple Water Ln, Southold SCTM#: 473889 Sec/Block/Lot: 76.4-15.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/20/2017 pursuant to which Building Permit No. 41353 dated 2/8/2017 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 unfinished basement, covered front porch, rear entry and attached garage as applied for. The certificate is issued to Rerisi,Gail of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0088 11/15/2017 ELECTRICAL CERTIFICATE NO. 41353 12/5/2017 PLUMBERS CERTIFICATION DATED 11/27/2017 Wifallp Schwab A tho ed Signature su�o4k, TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Py • SOUTHOLD, NY ?sol.� Sao BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41353 Date: 2/8/2017 Permission is hereby granted to: Rerisi, Gail 800 Snug Harbor Rd Greenport, NY 11944 To: construct new single-family dwelling as applied for per SCHD approval. At premises located at: 285 Ripple Water Ln, Southold SCTM # 473889 Sec/Block/Lot# 76.-1-15.2 Pursuant to application dated 1/20/2017 and approved by the Building Inspector. To expire on 8/10/2018. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,256.80 CO -NEW DWELLING $50.00 Total:- $2,306.80 Buildi ector 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. �� V/ 7 / New Construction: X Old or Pre-existing Building: (check one) Location of Property: /Ci M/eW47—&e' �/+ , J ou7Xo L.P House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block ��_ O/ Lot /57 1— Subdivision Subdivision At j ttX 4e L _Zq Filed Map. Lot: �- Pen-nit No.__q53 Date of Permit. Applicant: I&XIS 4,� Health Dept. Approval: wr Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ �D 11 L- . x Applicant igna ure pF SO!/l�®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road esu Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richert( _town.southoId.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rerisi Address: 285 Ripple Water Lane city,Southold st: New York zip: 11971 Budding Permit#: 41353 Section: 76 Block: 1 Lot: 15.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: STG Electric License No: 41042-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat OIL Duplec Recpt 61 Ceiling Fixtures 23 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 7 Smoke Detectors 4 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 31 CO Detectors Sub Panel A/C Blower Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency FixtureSH Time Clocks Disconnect 200A Switches 4$ Twist Lock Exit Fixtures TVSS Other Equipment: 3- Bath Fams, 3- Combination Smoke/CO Detectors, 6- ARC Fault Circuit Breakers, 10- Combination GFCI- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: December 5, 2017 0-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CAD P.O.Box 1179 G'. Southold,NY 11971-0959 BUILDING DEPARTMENT s`' TOWN OF SOUTHOLD Q MAR 1 9 2018 ' TOTVN OF SOIJTROLD 1 ;CERTIFICAT_IO-N - I f Building Permit No. Y136-3 Owner: - - (Please print) I -Plumber: -�r (Please,print) i I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ers Signature)^ - Swom to before me this day of L)S�J-c �c�, 20ia_, OA "Z: Notary Public <�_U��ti'�oI unt. Deborah A.Donegan Notary Public,State of New York No.4978909 Qualified in Suffolk County (� Commission Expires June 22, 1 } Energy Testing Services 2018 Combustion Safety Testing Form Certified Home Address: 285 Ripple Water Lane City: Southold Builder Name: Vinnovation Associates Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement (Use additional forms f more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 01/15/2018 Outdoors Temp During Test: 35 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes❑✓ No❑ Type: Furnace❑Boiler II Heat Pump Q Other❑ z Venting Tyne 3 Drat Sin llaee Sin IIaQe CO CO Efficiency,' Fuel Tvne (Circle T e) cal (Worst Case (Natural) (Worst Case (Natural) Ratin :85 ND P❑OQEJ] NQ✓N0MD S_E] N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Fai10 N/A PPM N/A PPM Yes ❑✓ fie: Standard Tank❑Indirect ✓ Tanldess ❑ Size: 80 Style Common Vent❑✓ Water Heater Primary: No n htstantaneous❑Commercial (See Note 5below) (Gallons) 4 Stand Alone s 2 Venting Tvnt e 3 Draft Spillage Spillage(Natural) CO CO Efficiency Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.78 N[:I PQ O ✓❑EL]I N❑✓ M❑S❑ N/A Pa. Pass[Z]Fail❑ I PassOFailF] I N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 9 PPM Ambient CO(During Oven CO Testing) 0 PPM 1 Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 1/15/2018 O 00 C j � � Horne Energy Rating Certificate APR 2018 Propel^ HERS y M Frl. ,.1 o S Rating Type: Confirmed Certified Energy Rater: Michael Caruso Vinnov,lici Associates Rating Date: 2018/01/15 Rating Number: 1595 TOWN OF Ste'' 285 Rile Water Lane Registry ID: 211481789 Southold, NY 11971 Estimated Annual Energy Cost Use MMBtu cost Percent HERS Index: 67 Heating 66.0 $1277 40% General information Cooling 4.3 $264 8% Conditioned Area 2617 sq. ft. House Type Single-family detached Hot Water 14.2 $266 8% Conditioned Volume 36952 cubic ft. Foundation Conditioned basement Lights/Appliances 23.4 $1337 42% Bedrooms Photovoltaics -0.0 S-0 -0% � 5 Service Charges $65 2% ltems tures Total 107.9 $3208 100% �.� ting:p4 el-fired air distribution, Fuel oil, 85.0 AFUE. C ing: uel-fired air distribution, Fuel oil, 85.0 AFUE. Criteria � ng:A Monventional, Fuel oil,0.78 EF, 80.0 Gal. This home meets or exceeds the minimum criteria for the following: O u- ea k q� ide ;M.00 CFM25. 2009 International Energy Conservation Code 2�f0 c\ stem A 9xhaust Only: 84 cfm, 23.0 watts. ECCC New York State 2016 amt rmostat eat=Yes; Cool=Yes 00. Building Shell FeatuP Ceiling Flat R-41.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-29.0 Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-18.0 Infiltration Rate Htg: 1757 Clg: 1757 CFM50 _ Foundation Walls R-13.0 Method Blower door test Michael Caruso 106,' Energy Testing Services LLC. Light§ qng &pliance Features 1648 Locust Ave Unit A Per no lI&&r Lighting 100.00 Range/Oven Fuel Electric Bohemia NY 11716 Pere Ggre Lighting 100.00 Clothes Dryer Fuel Electric 631-242-2627 Ikeit (kWh/yr) 640 Clothes Dryer CEF 2.62 Fax# 'sv✓ sA (kWh/yr) 275 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater. E•• �n � 0 REM ftai -k_esidential.Eriecgy:Analysis and Rating Software 2715.4.1 This information does not constitute any warranty of energy cost or savings. ®1985-2017 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Hoene Energy Ratingq -�- Property HERS y t Rating Type: Confirmed Certified Energy Rater: Michael Caruso Vinnovation Associates Rating Date: 2018/01/15 Rating Number: 1595 285 Ripple Water Lane Registry ID: 211481789 Southold, NY 4:17 Estimated Annual Ener COSI Use MMBtu Cost., Percent HERS Ind Heating 66.0 $1277 40% General In rmati Cooling 4.3 $264 8% Condition Area 2617 sq. ft. House Type Single-family detached Hot Water 14.2 $266 8% Conditioned Volume 36952 cubic ft. Foundation Conditioned basement Lights/Appliances 23.4 $1337 42% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $65 2% Mechanical Systems Features Total 107.9 $3208 100% Heating: Fuel-fired air distribution, Fuel oil, 85.0 AFUE. Heating: Fuel-fired air distribution, Fuel oil, 85.0 AFUE. Criteria Water Heating: Conventional, Fuel oil, 0.78 EF, 80.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 45.00 CFM25. 2009 International Energy Conservation Code Ventilation System Exhaust Only: 84 cfm, 23.0 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features D nF-3 Ceiling Flat R-41.0 Slab R-0.0 Edge, R-0.0 Under D Sealed Attic NA Exposed Floor R-30.0 MAR 1 9 2018 J Vaulted Ceiling R-29.0 Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-18.0 Infiltration Rate Htg: 1757 Clg: 1757 CFM50 Foundation Walls R-13.0 Method Blower door test Michael Caruso TOWN OnO$7Ts ®I.D Energy Testing Services LLC. Lights and,'Appliance Features 1648 Locust Ave Unit A Percent Interior Lighting 100.00 Range/Oven Fuel Electric Bohemia NY 11716 Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric 631-242-2627 Refrigerator (kWh/yr) 640 Clothes Dryer CEF 2.62 Fax# p Dishwasher(kWh/yr) 275 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: 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. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. SOUTy� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION - [/FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 'a✓ t7-mbv\cfll-' -f-- I �-tics✓ ►c�/S OlG reb AV �t S -I—raves ►o r✓ . J®.14/ rc ►�, fes w✓ owe*- CA[ ✓ DATE INSPECTOR fjf so TOWN-OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]16UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) REMARKS: _ l= pvf DATE INSPECTOR / � SOF SOUjy� TOWN .OF SOUTHOLD BUILDING DEPT. 765-1802 .INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 2ND [ ] ,INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: r DATE <0 �� Yb�� INSPECTOR OF 5001 TOWN OF SOUTHOLD BUILDING'DEPT. 765-1802 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 (F NAL) REMARKS: 7=�q✓ �azCI'1 D 0� � w✓ SIS DATE JT �� INSPECTOR pF S0U � o o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: � t.. owq ov—v/ r>er o v DATE ANSPECTOR �j �pf so//Ty o� coUM`�,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ], UGH PLEIG. [ ] FOUNDATION 2ND [vf INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC L (FINAL) l EMARKS: PAJIVI Of U)K DATE INSPECTOR !/ OE SOpT�o cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] AMING / STRAPPING [ ] FINAL [X FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: �llmvlof rl 1V- VgP�-A9—Ks/ 6 ixvia" DATE INSPECTOR OF SOUjyolo .'27 L4 I- ��'YOOUNIV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: "i Off, DATE ( � 5 L� INSPECTOR SO(/Tyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 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) REMARKS: DATE /l INSPECTO r SOF SO(/l�, coum TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL Ali> [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) REMARKS: C' DATE h-61 INSPECTOR RM riff! Aa F!� O 1 . " 1710' Fil - a '/!i ►',�.:!'' I • � r►OW� 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 57 Survey SoutholdTown.NorthFork.net PERMIT NO. 3Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application 21 % Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to:6,41 S /. Disapproved a/c go0540 X" )_eb �eeluaa/'T II Phone-� 159702 Expiration _,20 'Bu' i or , PLICATION FOR BUILDING PERMIT JAS 2 0 2017 Date �i9 AJ q , 20 INSTRUCTIONS DIMMING DEFT. a.fptaMDcompletely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Idspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department,for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and'other applicable Laws, Ordinances or Regulations', for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing c d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 866 S U6 06p— 'j'® cit ee r.svo1ZT N,y J/9 51y (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder O1UAJr- Name of owner of premises It 151 (As on'the'tax roll or latest deed) If applicant is a corporation, signature of-duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: A),,m/eiv-4T6C, /A. :5;1,7460 House NumberS�eet Hamlet County Tax Map No. 1000 Section &D Da Block 716- 6 1 Lot 5. .�- i // Subdivision /CltAPL -Y4 eA Filed S ed Map No. Lot:` j 12. State existing use and occupancy of premisgsand intended use and occupancy of proposed construction: a. Existing use and occupancy A//y i b. Intended use and occupancy 5�AJ6/e_ 15/ iz)ek'Ce - 13. Nature of work(check which applicable): New Building )� Addition Alteration Repair Removal Demolition Other Work (Description) 14. Estimated Cost sJrD 4��. Fee (To be paid on filing,this application) 15. If dwelling, number of dwelling units Number of dwelling units on each floor ' i If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. i 17. Dimensions of existing structures, if any: Front Rear _Depth Height Number of Stories I Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories:--r,- c 18. Dimensions of entire new construction: Front Rear Dofept1i k.--°` s ! Height Number of Stories 9. Size of lot: Front �6 Rear G 'y Depth �10. Date of Purchase 8 �9��• Name of Former Owner Xf10i✓7_ 111. Zone or use district in which premises are situated C 112. Does proposed construction violate any,zoning law, ordinance or regulation? YES NO i 113. Will lot be re-graded? YES NO, X Will.excess fill be removed from premises? YES NO X SeoSM46 4Wo/- PQ i 114. Names of Owner ofremises GAL-, 6�/S Address.QLe.V�br e Phone No. Name of Architectobny,7- geO' ImS Ad'dres , o/jt2r� r1c,¢es Phone No 63/- deg-33 -57 j Name of Contractor < �/s/ •Abp fj Addres WIA0 w6 hi der Phone NoI. i Rj L.,? i �15 a. Is this property within 100 feet of a tidal,wetland'or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES,.&D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feefof a tidal wetland? * YES,' NO * IF YES, D.E.C.PERMITS MAY BE•REQUIRED. 116. Provide survey, to scale, with accurate foundation plan and distances to property lines. . t 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. I 18. Are there any covenants and restrictions with respect to this property? * YES NO i * IF YES, PROVIDE A COPY. !STATE OF NEW YORK) SS: (COUNTY OF IVASSI% -) L%14 t 6 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, f ; �(S)He is the : (Contractor,Agent, Corporate Officer, etc.) sof said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; ;that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be ;performed in the manner set forth in the application filed therewith. 'Victo Sworn to before me this r Public, E. Rarisl q da of d�N ©i 9 Notary Public,Stats of Now Yank y 20 a /# 0lRE4634970 mortified in(Nassau County tommision Expires 2/28; 'I I Notary Public / Signature of Applicant) Scott A. Russell �0°SSuj- 00 ST(0 ]KIWWA\T)EIK SUPERVISOR MA�A\�G�]E\ UE NT SOUTHOLD TOWN HALL-P.O.Box 1179 v' 53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of Southold 1 �+CHAPTER236 - STORMWATER MANAGEMENT D RKCCD'V[E SHEET D JAN 2 3 2017 ( TO BE COMPLETED BY THE APPLICANT JAN 2 0 2017 — -------- ]DOLES--THIS•'.'--PROJIEC:T -INVOLVE— —OF--TI M—FOIL® PiG-D I ------------- Yes No (CHECK ALL THAT APPLY) TOW S®jJTH®� �❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [0❑ B. Excavation or filling involving more than 200 cubic yards of material . within any parcel or any contiguous area. El N C. .Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. i E][A 'D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ®p F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 'X: 1000 Date. � DD/utnct NAME- ('Viz REiP/S J �0&0 y!—Qt 1-5,-Z 1 11zbz Section Block Lot FOR BLUILDING DEPARTMENT LS£: ONLY Contact information- -5—/6 -5-9 71�7_ Reviewed By: - - - - - - - - - - - - - - - - - - Date `-� Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — �.4ye_ /0`FAST ,�G Approved for procebsmg Building Permit. �,nPp/eL+�Are� i St mwater Management Control Plan Not Required 11j &j we,,.J ?0. 50,v-77fd GP Stor mwater Managema�t Control Pf i�Required'! (Forward to Engineering Department for Review) FORM A SMCP-TOS MAY 2014 i i i APPLICANT S.C.T.M. �: 1000 tPCHAPTER 236 ropert��Owner,Design Professional,Agent,Contractor,Other) --�— a�SUFf{Y�f , /too 7e-�( ,3;z. Stormwater Management ('ontrol Plan CHECK LIST a� NAME �R�L rS! Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. -�� Date- °I `� * The applicant must provide a Completel Explanation and/or Reason for not providing ti � T n / / 1a� all Information that has been Required by the following Checklists ; I A Site Plan drawn to Scale Not Less that 60' to the Inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items; If you need additional room for explanations, Please Provide additional Paper, a Location & Description of Property Boundaries m0O j b Total Site Acreage. c. Existing - Natural & Man Made Features within 500 L.F. EROSION &SEDIMENT CONT�DLS of the Site Boundary as required by §236-17(c)(2). ©00 Shall include but not a imit�d to: d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. A well maintained Construction Entrance, e. Limits of Clearing & Area of Proposed Land Disturbance. Wire Backed Silt Fencing,stabilization & f• Exist Ing & Proposed Contours of the Site (Minimum 2'Intervals) Seeding of ex osed and/or inactive soils. g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures, I. Location of proposed Swimming Pool and discharge ring. 1 L,y j. Location of proposed Soil Stockpile Area(s). k• Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). 06MC33Qj4SAR ill• Location of all proposed erosion&sediment control measures. �p at7 2. Sto,mwater Management Control Plan must include Calculations showing ealit@@eerPs CjrE1 that the Stormwater improvements are sized to capture,store,and Infiltratelilt . to e on-cite the run-off from all impervious surfaces generated by a two(2')inch ha" thedP�si1090 rainfall/storm event. 3 Details&Sectional Drawings for stormwater practices are required for approval. f Items requiring details shall include but not be limited to: a Erosion & SedIrnent Controls. b Construction Entrance & Site Access. 0 ; JAN c. Inlet Drainage Stl'UCCUI'e5 (e.g.catch basins,trench drains,etc.) d. Leachiri.q Structures (e.q infiltration basins,swales,etc.) YD]NG FDEPTo ! ()ll LINGi\111.IZI: ` ' DEPA12."1 TIENT I)SE ONLY i y l Additional InformationIis ITAIJKgySOUTHOLD Reviewed & 1 ® Stormwater Manageme` t Control Plan is Not Complete. Approved By — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date. l-2'f~l7 SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 ; SO�IyD`o Town Hall AnnexTele M 54375 Main Road P � �g�pg � P.O.Box 1179 G • Q r0 er.richert { oUthOltl.n .us D Southold,NY 11971-0959 0l� �� U UMAY v 9 2017. �4Uliti`I,� BUILDING DEPT. . BUILDING DEPARTMENT TOW1iT OF SOUTHOLD i TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION i ' f- • t REQUESTED BY: Date: f Company Name: Fl n L Name: �- sr - - License No.: Z Address: A Phone No.: �-�� 42C(07 JOBSITE INFORMATION: (*Indicates required information) *Name: � `l _ ri C' o i *Address: 91001.,e ( ) 'Sen)*Cross Street: let *Phone No.: WK-_ (� f Permit No.: Lf/3 5-3 Tax-Map District: 1000 Section: Block:�� Lot: . 2 i *BRIEF DESCRIPTION OF WORK(Please Print Clearly) I (Please Circle All That Apply) *Is job ready for inspection: *YESNO Roughin Final *Do-you need a Temp Certificate: NO ' _ I Temp Information pf- dj *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect nderground umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Pa &�e aI 11 . c 82-Request for Inspection Form J �� f `O COG Town Hall Annex Telephone(631-1802 54375 Main Road ? -< Fax(631) 734-9502 P. O. Box 1179 C=) Southold, NY 11971-0959 y '' BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner. 7,4i Location of Property: , iAl/fTei- , 196' INP � uiew �p• Please take notice that the (check applicable line): sono New-residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructedflr performed at the subject pfope_rty refofgnce above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction.(RVY) Timber construction (TC) in the following iocation(s) (check applicable line): C Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature- Name (person sg6mitting this form): " C416 Capacity(check applicable line): Owner Owner representative 1 TrussResRegl5.docx Effer*3ve 1!112015 spano Abstract service Corp. 370 Old Country Road, Suite 100, Garden City, NY 11530• Phone No. (516) 294-7037 • Fax No. (516)742-9375 - E-Mail info@spanoabstract.com SEARCH ,ORDER CONFIRMATION Title Number SP36200-S Application Date: 11/23/2016 Applicant: Gail Rerisi, Esq. Phone (516) 939-0669 800 Snug Harbor Road Fax (631) 477-0124 Greenport, NY 11944 E-Mail grerisi@optonline.net Sales Rep. FORCHELLI, DON Reference: RERISI ------------------------------------------------------------------------------------------------------------------------------------------------------ Application: Single&Separate ------------------------------------------------------------------------------------------------------------------------------------------------------ Premises: No# Main Road, SOUTHOLD, NY 11971 Tax ID Dist. 1000 Sec. 076.00 Block 01.00 Lot 015.002 County: SUFFOLK Town: SOUTHOLD Parties: Owner(s): GAIL RERISI Survey Inst.: Other Services: ------------------------------------------------------------------------------------------------------------------------------------------------------ This is to confirm your application for a non-title insurance search as herein set forth. The examination is in progress and the report will be forwarded to you in accordance with your instructions. Please review the above information for accuracy and if you have any questions,do not hesitate to contact this company. We thank you for the opportunity to be of service to you. All rates and charges are subject to change and are due and payable within 30 days of the invoice date. 3 III SPANO ABSTRACT SERVICE CORP. WWW.SPANOABSTRACTCOM 370 Old Country Road, Suite 100, Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 SPANO ABSTRACT SERVICE CORP., A New York State licensed title agency Hereby certifies to: The Town of SOUTHOLD COUNTY OF SUFFOLK, STATE OF NEW YORK THAT is has caused searches to be run in the Office of the Clerk of the County of Suffolk in order to determine the chain of title from January 1, 1983 to the date certified herein, for the premises described on Schedule A, attached hereto known as District 2000, Section 076.00 Block 01.00 Lot 015.002(subject premises) and for the various parcels or premises lying adjacent thereto in any direction, all of which searches are attached hereto and made part of this certificate THIS Company's liability is limited to Twenty Five Thousand($25,000.00) and shall be confined to the said Town of Southold and/or its various agencies. NO policy of insurance is to be issued hereunder. SPANO AB T SERVICE CO by PAUL F. SP President Dated: December 08, 2016 Garden City,New York Title No.: SP36200-S SP36200-S LEGAL DESCRIPTION All that certain plot,piece or parcel of land, situate, lying and being at Bayview, in the Town of Southold, County of Suffolk and State of New York,being bounded and described as follows: BEGINNING at the southwesterly corner of the premises herein described, said point being North 39 degrees 55 minutes East, 191.88 feet from where the division line between Lot NO. 17 on Map of West Creek Development, filed on July 6, 1937 as Map No. 1236 and land now or formerly of Michael F. Zukas and May Zukas intersects the northeasterly side of Main Bayview Road; RUNNING THENCE North 39 degrees 55 minutes East along said Map of West Creek Development, 186.04 feet to other land now or formerly of Michael F. Zukas and May Zukas; THENCE along said other land now or formerly of Zukas, South 48 degrees 50 minutes 30 seconds East, 162.75 feet(deed) 162.78'feet(actual)to a 30 foot Right of Way; THENCE along said 30 foot Right of Way, South 41 degrees 09 minutes 30 seconds West, 186.00 feet(deed) 185.99 feet(actual)to land now or formerly of Michael F. Zukas and May Zukas first above mentioned; THENCE along said land now or formerly of Zukas,North 48 degrees 50 minutes 30 seconds West, 158.72 feet (deed) 158.75 feet (actual)to the point or place of BEGINNING. TOGETHER with a Right of Way for all purposes over the following described parcel; BEGINNIG at a point on the northeasterly side of Main Bayview Road, at the westerly corner of Lot No. 1, as shown on"Map of Goose Neck", filed in the Suffolk County Clerk's Office as Map No. 1663 and the southerly corner of land of Zukas said point also being distant 284.38 feet southeasterly from the corner formed by the intersection of the southeasterly side of Bayberry Road and the northeasterly side of Main Bayview Road; THENCE the following six(6) courses and distances: 1) North 41 degrees 09 minutes 30 seconds East 558.00 feet; 2) North 48 degrees 50 minutes 30 seconds West 76.78 feet; 3) North 39 degrees 55 minutes 00 seconds East 30.00 feet; 4) South 48 degrees 50 minutes 30 seconds East 92.23 feet; 5) North 41 degrees 01 minutes 00 seconds East 360.00 feet; 6) North 04 degrees 30 minutes 00 seconds East 85 feet more or less to the approximate center line of West Creek; continued- -continued- THENCE the following six(6) courses and distances: 1. South 42 degrees 06 minutes 00 seconds West 238.37 feet; 2. South 41 degrees 31 minutes 00 seconds West 117.50 feet; 3. South 41 degrees 01 minutes 00 seconds West 226.68 feet; 4. South 41 degrees 14 minutes 40 seconds West 238.41 feet; 5. South 40 degrees 45 minutes 00 seconds West 138.16 feet; 6. South 41 degrees 25 minutes 00 seconds West 129.34 feet to the northeasterly side of Main Bayview Road; THENCE along the northeasterly side of Main Bayview Road North 51 degrees 00 minutes 00 seconds West 30.00 feet to the point or place of BEGINNING. SPANO iii ABSTRACTSERVICE CORP. WWW.SPANOABSTRACT.COM 370 Old Country Road, Suite 100, Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 SUBJECT PREMISES DISTRICT: 1000 SECTION: 076.00 BLOCK: 01.00 LOT: 015.002 DEED George M. Tisdale Dated: 1/5/1959 To Recorded: 2/10/1959 Michael F. Zukas and May Zukas,his wife Liber: 4585 Page: 443 (covers subject lot and more) DEED Michael F. Zukas and May Zukas,his wife Dated: 3/9/1974 To Recorded: MayffZuk'as.' Liber: �.�9355 Pae 177—"',, (covers liject lot and more) - - -g- DEED-- KTchael F. Zukas as executor of the Last _ `=- �Vill-and-?estament of May Zukas, deceased .-Dated: 6/10/1997 To Recorded: 7/15/1997 Michael F. Zukas and Carolyn Dewar,joint Liber: 11841 Page: 08,4='`r Tenants with rights of survivorship (covers subject lot and more) DEED Michael F. Zukas and Carolyn Dewar,joint Tenants with rights of survivorship, devisees under the last will and testament of May Zukas, deceased Dated: 8/1/2001 To Recorded: 8/13/2001 Patrice McCaffrey Liber: 12135 Page: 305 DEED Patrice Mc:affrey Dated: 5/28/2003 To Recorded: 6/9/2003 Vincent Matassa_'an'd Gail,-A n- Liber: 12255 Page: 177 -continued- � r SPANO ABSTRACTSERVICE CORP. WWW.SPANOABSTRACT.COM 370 Old Country Road, Suite 100, Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 PREMISES ADJOINING ON THE NORTH...... continued DISTRICT: 1000 SECTION: 076.00 BLOCK: 01.00 LOT: 015.002 DEED Vincent Matassa and Gail Rerisi Dated: 8/29/2013 To Recorded: 9/24/2013 Gail Rerisi Liber: 12745 Page: 764 LAST DEED OF RECORD SPANO ABSTRACTSERVICE CORP. WWW.SPANOABSTRACT.COM 370 Old Country Road, Suite 100, Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 PREMISES ADJOINING ON THE SOUTH DISTRICT: 1000 SECTION: 076.00 BLOCK: 01.00 LOT: 015.004 DEED George M. Tisdale Dated: 1/5/1959 To Recorded: 2/10/1959 Michael F. Zukas and May Zukas, his wife Liber: 4585 Page: 443 (covers subject lot and more) DEED Michael F. Zukas and May Zukas, his wife Dated: 3/9119 _3. To Recorded: Michael F. Zukas Liber: --9355--• Page: 181 (covers subject lot and more) DEED Michael F. Zukas Dated: 8/1/2001 To (Recorded: 8/13/2001 Stephen E. Brander Liber: 12135 Page: 315 }� DEED Stephen E. Brander Dated: 5/28/2003 To Recorded: 6/9/2003 Victor Rerisi and Deborah Matassa Liber: 12255 Page: 179 DEED Victor Rerisi and Deborah Matassa Dated: 8/29/2013 To Recorded: 9/24/2013 Victor Rerisi Liber: 12745 Page: 763 LAST DEED OF RECORD a SPANO ABSTRACTSERVICE CORP. WWW.SPANOABSTRACT.COM 370 Old Country Road, Suite 100, Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 PREMISES ADJOINING ON THE NORTH DISTRICT: 1000 SECTION: 076.00 BLOCK: 01.00 LOT: 015.005 DEED George M. Tisdale Dated: 1/5/1959 To Recorded: 2/10/1959 Michael F. Zukas and May Zukas, his wife Liber: 4585 Page: 443 (covers subject lot and more) DEED Michael F. Zukas and May Zukas, his wife Dated: 3/9/1974 To Recorded: 1,-S-/9/198-3` Michael F. Zukas Liber: 9355,__,P-image: 181 (covers subject lot and more) CORRECTION DEED Michael F. Zukas Dated: 12/21/2001 To Recorded: 2/11/2002 Stephen E. Brander Liber: 12168 Page: 752 (correction deed) DEED Michael F. Zukas Dated: 8/1/2001 To Recorded: 8/13/2001 Stephen E. Brander Liber: 12135 Page: 314 DEED Stephen E. Brander Dated: 5/28/2003 To Recorded: 6/9/2003 Victor Rerisi and Deborah Matassa Liber: 12255 Page: 180 DEED Victor Rerisi and Deborah Matassa Dated: 8/29/2013 To Recorded: 9/24/2013 Victor Rerisi Liber: 12745 Page: 765 LAST DEED OF RECORD �p SPANO ABSTRACTSERVICE CORP. WWW.SPANOABSTRACT.COM 370 Old Country Road, Suite 100, Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 PREMISES ADJOINING % N THE EAST DISTRICT: 1000 SECTIO 076.00 BLOCK: 01.00 LOT: 015.001 DEED George M. Tisdale Dated: 1/5/1959 To Recorded: 2/10/1959 Michael F. Zukas and May Zukas, his wife Liber: 4585 Page: 443 (covers subject lot and more) DEED Michael F. Zukas and May Zukas, his wife,, Dated: 3/9/1974 To Recorded: 5/9/1983 Michael F. Zukas Liber: 9355 Page: 181 (covers subject lot and more) DEED Michael F. Zukas surviving tenant by the Entirety of May Zukas Dated: 8/1/2001 To Recorded: 8/13/2001 Patrice McCaffrey Liber: 12135 Page: 304 DEED Patrice McCaffrey Dated: 5/28/2003 To Recorded: 6/9/2003 Vincent Matassa, Victor Rerisi, Gail Rerisi Liber: 12255 Page: 176 and Deborah Matassa DEED Vincent Matassa, Victor Rerisi, Gail Rerisi and Deborah Matassa Dated: 8 29/2013 To Recorded: 9/214/2013 Country Estates at West Creek Homeowners Liber: 127 '5 Page: 761 Association, Inc. LAST DEED OF RECORD iu SPANO ABSTRACTSERVICE CORP. WWW.SPANOABSTRACT.COM 370 Old Country Road, Suite 100, Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 PREMISES ADJO ING ON THE NORTHWEST DISTRICT: 1000 SEC ION: 076.00 BLOCK: 01.00 LOT: 012.001 DEED George J. Ballard Dated: 4/30/1969 To Recorded: 1/13/1970 George J. Ballard and Helen T. ' allard, his wife Liber: 6686 Page: 310 DEED George J. Ballard, surviving tenant ir�its entirety Dated: 12/5/1988 To �, Recorded: 1/30/1989 Joseph Stapleton and Ruth Stapleton,his wife Liber: 10788 Page: 159 DEED , Joseph Stapleton and Ruth Stapleton, his wife Dated: 2/11/1993 To Recorded: 3/28/1993 Ruth F. Stapleton \'iLiber: 11622 Page: 755 DEED Ruth F. Stapleton Date 6/3/2004 To Recorded: 11/17/2004 Ruth F. Stapleton, as trustee or successor in Liber: �� 12355 Page: 437 Trust under the Ruth F. Stapleton Living Trust , (June 3, 2004) and any amendments , DEED `d Ruth F. Stapleton, Trustee or successors in Trust under the Ruth F. Stapleton Living Trust (June 3, 2004) and any amendments Dated: 12/1'3F/2011 To Recorded: 12/28%2011 Gerard W. Johnston and Patricia L. Johnston, Liber: 12680 'Page: 635 his wife X LAST DEED OF RECORD 4, 4 R 4 SPANO ABSTRACTSERVICE CORP. WWW.SPANOABSTRACT.COM 370 Old Country Road, Suite 100, Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 PREMISES ADJOINING ON THE WEST DISTRICT: 1000 SECTION: 076.00 BLOCK: 01.00 LOT: 009.000 DEED Morgan H. Cornell and Maybelle J. Cornell, Dated: 9/3/1954 His wife Recorded: 9/13/1954 To Liber: 3756 Page 477 Joseph I. Surozenski and Viola B. Surozenski, His wife DEED Viola B. Surozenski, surviving tenant by the entirety of Joseph I. Surozenski Dated: 9/3/2005 To Recorded: 12/1/2005 Jerry Martocchia, Joseph Martocchia and Liber: 12422 Page: 984 Anthony Martocchia LAST DEED OF RECORD III SPANO ABSTRACTSERVICE CORP. WWW.SPANOABSTRACT.COM 370 Old Country Road, Suite 100, Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 PREMISES ADJOINING ON T� E SOUTHWEST DISTRICT: 1000 SECTION: ``076.00 BLOCK: 01.00 LOT: 025.000 t DEED ti Joseph I. Surozenski and Viola B. Surozenski, Dated: 6/11/1970 His wife Recorded: 6/29/1970 To �, Liber: 6763 Page: 477 Jerome A. Martocchia and Barbara A. Martocchia ,1 DEED Jerome A. Martocchia Dated: 2/6/1997 To '� Recorded: 2/26/1997 Judith Jacobs �� Liber: 11818 Page: 073 DEED Judith Jacobs `Dated: 10/12/2012 To Recorded: 2/27/213 Wayne Colton- Trustee of the Judith G. Jacobs Liber: 12721 Page: 766 Irrevocable Trust LAST DEED OF RECORD ti� III n SPANO ABSTRACTSERVICE CORP WWW.SPANOABSTRACT.COM 370 Old Country Road,Suite 100, Garden City,NY 11530 (516) 294-7037 / Fax(516) 742-9375 STATE OF NEW YORK ) COUNTY OF NASSAU ) SS Paul F. Spano,being duly sworn, deposes and says: That he resides at 370 Old Country Road, Garden City, New York and is over the age of 21 years and that he is President of SPANO ABSTRACT SERVICE CORP. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search under the above captioned title number. SPANO A T SERVICE C Paul F. Spano President Sw 7of me this H dember, 2016 otary ffublic Thomas E.GOW Notary P010,State of New York NO.02GA4787091 Qualified In Nassau Commission Expires 1 I IIIIIII IIII VIII VIII VIII VIII VIII VIII Iilll IIII IIII I IIIIII VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION/DOP Recorded: 06/05/2006 Number of Pages: 14 At: 10 :49 :30 AM Receipt Number- : 06-0054451 LIBER: D00012453 PAGE: 515 District: Section: Block: Lot: 1000 076 . 00 01. 00 015 . 002 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $42. 00 NO Handling $5. 00 NO COE $5 . 00 NO NYS SRCHG $15 . 00 NO TP-584 ,$0 . 00 NO Notation $0 . 00 NO Cert.Copies , $9 .10 NO RPT $110 . 00 NO SCTM $0 . 00 NO Fees Paid $186 . 10 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL Judith A. Pascale County Clerk, Suffolk County Nr Number of pages y RECORDED 2006 Jun 05 10:49:30 AN TORRENS Judith A. Pascale ail.;ir]t�tidt,f �CLEREi'OF;.,,ta;:_vi,Z oo Serial# SUFFOLK COUNTY L DOOO12453 Certificate,#„ ijtjukif 515 lu 11o, , .,,, ,•t1 ,,�•,,(! If Jll l� ltfi^:f7)-�r!l ., ,7 1,; �i.' 't{ I, 1 n ,di-,';' ,, f7biy, li', iJ ,r Prior Ctf. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording!Filing Stamps 3 r -j— Page./ i•,•Page/Filing Fee„ Mortgage Amt. x 1:`Basic'Taxrj:;r Handling 5. ' 00 2. Additional Tax TP-584 r ;,. : 1: , „r Sub Total u'f 1 ,r 'W- II.;o'1',,.,, �1;;a{1.1 :!:. Spec:/Assit, -�•' . I:. . 1, j;., i rJG,. Notation _I^ l,sr,li:!vlsl 781 t 1' -Y' or:c:IiJtlrt:;13nf1 ti1x;.,G'i EA-52 17(County) "``' rSub Tot Spec.Spec./Add6- EA-5217 State, .ewl r,crSt /• .,'7=, l;i to 1 rl TOT.MTG.ITAX _{ ( ) / ; r '� i ,d;l'it> 'I,�' ' '=FDual TownDual{County 1 , ,,,J , ICS I. - R.P.T.S.A, i—•,.!t �. �� '1 Heldfor,Appointment., On,Comm.of Ed. 5.t!W '} Transfer TakS:),W,:•t l r Mansion Tax Affidavit �I c/1•� ',,,il I •,:1 ;v,; I' I,'r„)`;rit 1 !'1>,,! ;11!t.! 1Na,NOt � ,;1f7S If) iJV,'t >1 f l`r`t!) I 1 The property covered by,this mortgage is ertified Copy ,or will ,be,imprpved by,a one or two ' v 0 familydwellin�g" o.nl Y ' Reg.Copy Sub Total �.J��y YES or NO Other . :,I ., ;�:;'„ �:, ,.,,t!;nl„I.!,; ;, :%r,l' 1, r, '!" ui` .1vJ y;Grand,Total 0 •�� If NO,see appropriate"tax'clause on ' page# 'j'1'' 'of this instrument. 1,4Uf31't), Y.v1 ,,i(A ltr,rtiu,�, l 000 " ' 4 District Section 0760 Block O Ij' o D Lot 015,OU2 5 Community Preservation Fund r 1000 07600 0100 015002 Real Consideration Amount$; 1000 07600 0100 015003 Property p T S 1000 07600 0100 015004 i \'1 I' .'1 0 oli21 Tax Service I R DNA CPF Tax Due.,.,'', 1000 07600 0100 015005,, Agency 05-JUN-06 1000 07600 0100 015006 Improved Verification _ M Vacant Land 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address :RECORD&RETURN TO: TD M ,, y: <.;•,rrl1. "' S':-• TD TD u�lle ANY (1q6) 7 Title Company Information Co.Name Yt-1vt *,�c G,MZe- Co Title# {1C .1'�t°I—S 8 Suffolk County Recording & Endorsement Page This page forms part of the attached be c L_Nc N-y\D t3 made by. 1' A (SPECIFY TYPE OF INSTRUMENT) R CUZ RGR�51 " y INCe NT 1"M t4\7 `-�R The premises herein is situated in GAIL Zls I e ' 7caoAfNN ",kTkf-s,gSUFFOLK COUNTY,NEW YORK. ' TO In the Township of SOJTt t[k �jpV�l► of Sou��ol� 7bwl, In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. (over) DECLARATION This Declaraton, made and dated this day of May, 2006, by VICTOR RERISI, VINCENT MATASSA, GAIL RERISI and DEBORAH MATASSA residing at 5 Bethpage Road, Hicksville, New York 11801, hereinafter referred to as the Declarants. WHEREAS, the Declarants are the owners in fee simple of certain lands known as District 1000; Section 76; Block 1; Lots 15.4, 15.2, 15.5, 15.3, and 15.6 and more particularly described on the annexed Schedule A; and, "WHEREAS, the Declarants have deemed it to be in the best interest'of the above referenced premises and certain lots as approved by the Town of Southold, ,Town Planning Board on February 7, 1972 and contained in Liber 8355, Page 181 that the within Covenants and Restrictions be imposed on said parcels and that the within Declaration be recorded in the Suffolk County Clerk's office, and NOW,'THEREFORE, THIS DELCARATION WITNESSETH: That the Declarants for the purposes of,carrying out the intent above- expressed does hereby make known, admit, publish, covenant and agree that the said premises herein described shall hereinafter be subject to the.following covenants which shall run with the land and-shall be binding upon all purchasers and holders of said premises, their heirs, executors, legal representatives, distributes, successors and assigns, to wit: 1. That the premises known as known as Private Road # 22, further known as District 1000; S-76; B-1; L-15.1 (Right of Way) on the•Suffolk County Tax maps shall be maintained as a private road and that each owner of certain contiguous lots as approved by the Town of Southold, Town Planning Board on February, 7, 1972 and'contained in Liber 8355, Page 181, fronting on ,the same and more specifically identified by the following lots: District 1000; S-76; B-1; L-15.4 District 1000; S-76; B-1; L-15.2 ' District 1000; S-76; B-1; L-15.5 District 1000; S-76; B-1; L-15.3 District 10Cz ; S-76; B-1; L-15.6 ; Shall' pay an equal share of the upkeep and maintenance for said premises. Further,,any, unpaid charges that may accrue for unpaid charges by any,property owner shall become a lign on the premises of said owner. 708-DECLARATION for ROW 2. That Private Road # 22 shall be, maintained for the purpose of ingress and egress and to West Creek for the mutual benefit and enjoyment of all of,the above premises. ' 3. That the owners in fee simple`of,the above -premises "shall not object- to any reasonable access to West •'Creek by an Association` of the Homeowners-who are part of the above described subdivision.' 4. , That the owners,in fee simple of th`e.above premises shall further agree that they will participate and be members of a Homeowners Association established for the above purposes. IN. WITNESS WHEREOF, the above Declarants have executed the foregoing declaration the day and year first above-written. 01 VI T RERISI - VINCE MATA ; �A IL RERISI DEBORAH MATASSA . , ' � hid `' i,�ti .•''r• r 4 t ' 708-DECLARATION for ROW " State of New York, County of Nassau On the ��ay of May 2006, before, the undersigned, personally appeared VICTOR RERISI, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the withi instrument and acknowledged to me that he/she executed the sam his capacity t by his signature on the instrument, the individual, or the person upoeha of whic e i vidual acted, executed the instrument. 1 AUL F.SPAN Notary Pulilic Notary Public,State of New York No.01SP4820873 Qualified in Suffolk County Commission Expires Feb.28,2007 State of New York, County of Nassau r On the �ay of May 2006, before, the undersigned, personally appeared VINCENT MATASSA, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose naje is subscribed to the within instrument and acknowledged to me that he/she executed t sa e in his c ty and that by his signature on the instrument, the individual, or the erso upon o hich the individual acted, executed the instrument. f PAUL F.SPANO Nota PUbIIC Notary Public,State of New York Notary No.01 SP4820873 Qualified in Suffolk County Commission Expires Feb.28,2007 State of New York, County of Nassau iJ On the da day of May 2006, before, the undersigned, 'personally appeared GAIL RERISI, personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he/she executed the sa In is capacity an by his signature on the instrument, the individual, or the person upo behal of which i idual acted, executed the instrument. lo COUNTY CLERK'S OFFICE STATE OF NEW YORK e SS.: COUNTY OF SUFFOLK I, JUDITH"A. PAS CALE','Clerk of the County of I Suffolk'and' Court , of''Record` a&r6of,; do hereby certify that;I,have' compared,,the. annexed,,with the original .; � grZ CORDED in-i my office on .�P S::d(. under LIBER ..lam?, 5 .,...,.:....PAGE .�1.6.......and, that the same is,a true copy thereof, and of the whole of such original. In Testimony,Whereof, I have hereunto se my and and affixed the seal of said'County and Courf on'thisU.. ...•.day of, � 20 p� . CLERK. Win.Jv SCHEDULE "A" District 1000; Section 76; Block 1; Lot 15.2 AMENDED 5/19/03 ALL that certain plot,piece or parcel of land,situate,lying and being at Bayview, in the Town of Southold,County of Suffolk and State of New York,being bounded and described as follows: BEGINNING at the southwesterly corner of the premises herein described, said point being North 39 degrees 55 minutes East, 191.88 feet from where the division line between Lot No.17 on Map of West Creek Development, filed on July 6, 1937-as Map No. 1236 and land now or formerly of Michael F.Zukas and May Zukas intersects the northeasterly.side of Main Bayview Road; RUNNING THENCE North 39 degrees 55 minutes East along said Map of West Creek Development,186.04 feet to other land now or formerly of Michael F.Zukas and May Zukas; THENCE along said other land now or formerly of Zukas,South 48 degrees 50 minutes 30 seconds East, 162.75 feet(deed) 162.78 feet(actual)to a 30 foot Right of Way; THENCE along said 30 foot Right of Way, South 41 degrees 09 minutes 30 seconds West, 186.00 feet (deed) 185.99 feet (actual) to land now or formerly of Michael F. Zukas and May Zukas first above mentioned; THENCE along said land now or formerly of Zukas,North 48 degrees 50 minutes 30 seconds West, 158.72 feet(deed) 158.75 feet(actual)to the point or place of BEGINNING. TOGETHER with a Right of Way for all purposes over the following described parcel: BEGINNING at a point on the northeasterly side of Main Bayview Road, at the westerly corner of Lot No. 1, as shown on"Map of Goose Neck",filed in the Suffolk County Clerk's Office as Map No. 1663 and the southerly corner of land of Zukas said point also being distant 284.38 feet southeasterly from the corner formed by the intersection of the southeasterly side of Bayberry Road and the northeasterly side of Main Bayview Road; THENCE the following six(6) courses and distances: 1)North 41 degrees 09 minutes 30 seconds East 558.00 feet; 2)North 48 degrees 50 minutes 30 seconds West 76.78 feet; 3)North 39 degrees 55 minutes 00.seconds East 30.00 feet; 4)THENCE South 48 degrees 50 minutes 30 seconds East 92.23 feet; 5)North 41 degrees 01 minutes 00 seconds East 360.00 feet; Owners Policy-Residential Fidelity • FIDELITY NATIONAL TITLE INSURANCE COMPANY 6) North 04 degrees 30 minutes 00 seconds East 85 feet more or less to the approximate center line of West Creek; THENCE along the approximate center line of West Creek North 85 degrees 09 minutes 52 seconds East 102.00 feet; THENCE the following six(6) courses and distances: 1) South 42 degrees 06 minutes 00 seconds West 238.37 feet; 2. South 41 degrees 31 minutes 00 seconds West 117.50 feet; 3)South 41 degrees 01 minutes 00 seconds West 226.68 feet; 4) South 41 degrees 14 minutes 40 seconds West 238.41 feet; 5) South 40 degrees 45 minutes 00 seconds West 138.16 feet; 6) South 41 degrees 25 minutes 00 seconds West 129.34 feet to the Northeasterly side of Main Bayview Road; THENCE along the northeasterly 1side of Main Bayview Road North 51 degrees'00 minutes 00 seconds West 30.00 feet to the point or place of BEGINNING. PRrM�S�=s Kwow� PSS D— �vUo� S--76 ' GL-OCK i Owners Policy-Residential Fidelity SCHEDULE "A" District 1000; Section 76; Block 1; Lot 15.3 AMENDED 5/19/03 ALL that certain plot, piece or, parcel of land, situate, lying and being in Bayview, in the Town of Southold,County of Suffolk and State of New York,bounded and described as follows: BEGINNING at a point on the division line between land now or formerly of Michael F.Zukas and May Zukas, his wife, and land now of formerly of West Creek Development, said being North 39 degrees 55 minutes East, 563.96 feet northeasterly along said division line from the easterly side of Main Bayview Road; RUNNING THENCE along said last mentioned division line. North 39 degrees 55 minutes East, 330.00 feet,more or less (deed)405.60 feet(actual),to the approximate center line of West Creek; THENCE Easterly along said approximate center line of West Creek 122.00 feet; THENCE South 39 degrees 55 minutes 00 seconds West 415 feet more or less (deed) 382.35 feet (actual); THENCE North 48 degrees 50 minutes 27 seconds West 90.00 feet to the'point or place of BEGINNING. TOGETHER with a Right of Way fof r all purposes over the following described parcel: BEGINNING at a point on the northeasterly side of Main Bayview Road, at the westerly corner of Lot No.1,as shown on "Map of Goose Neck",filed in the Suffolk County Clerk's Office as Map No. 1663 and the southerly corner of land of Zukas, said point also being distant 284.38 feet southeasterly from the corner formed by the intersection of the southeasterly side of;Bayberry Road and the northeasterly side of Main Bayview Road; i THENCE the following six(6) courses and distances: 1)North 41 degrees 09 minutes 30 seconds East 558.00 feet; 2)North 48 degrees 50 minutes 30 seconds West 76.78 feet; " 3)North 39 degrees 55 minutes 00 seconds East 30.00 feet; 4)THENCE South 48 degrees 50 minutes 30 seconds East 92.23 feet; 5)North 41 degrees 01 minutes 00 seconds East 360.00 feet; Owners Policy-Residential Fidelity i FIDELITY NATIONAL TITLE INSURANCE COMPANY 6)North 04 degrees 30 minutes 00 seconds East 85 feet more or less to the approximate center line of West Creek; THENCE along the approximate center line of West Creek North 85 degrees 09 minutes 52 seconds East 102.00 feet; THENCE the following six(6) courses and distances: 1)South 42 degrees 06 minutes 00 seconds West 238.37 feet; 2. South 41 degrees 31 minutes 00 seconds West 117.50 feet; 3)South 41 degrees 01 minutes 00 seconds West 226.68 feet; 4)South 41 degrees 14 minutes 40 seconds West 238.41 feet; 5)South 40 degrees 45 minutes 00 seconds West 138.16 feet; 6) South 41 degrees 25 minutes 00 seconds West 129.34 feet to the Northeasterly side of Main Bayview Road; THENCE along the northeasterly side of Main Bayview Road North 51 degrees 00 minutes 00 seconds West 30.00 feet to the point or place of BEGINNING. PiZ)- woo S -?4- -I ,L.— 15,3 Owners Policy-Residential Fidelity SCHEDULE "A" District•1000; Section 76; Block 1; Lot 15.4 AMENDED 5/19/03 ALL that certain plot,piece or parcel of land, situate, lying and being in Bayview,,in the Town of Southold,County of Suffolk and State of New York;being bounded and described as follows: BEGINNING at a point on the northeasterly side of Main Bayview,Road at the westerly corner of land of Michael F. Zukas, and May Zukas, his wife, and the southerly corner of Lot No. 17, as shown on"Map of West Creek Development",said point being distant 129.71 feet easterly from the corner,formed by the intersection of the southeasterly side of Bayberry Road and the northeasterly side of Main Bayview Road; RUNNING THENCE along said land now or formerly of West Creek Development, North 39 degrees 55 minutes East,191.88 feet; THENCE South 48 degrees 50 minutes 30 seconds East,158.72 feet(deed) 158.75.feet(actual); THENCE South 41 degrees 09 minutes 30 seconds West, 18600 feet to the said northeasterly side of Main Bayview.Road; THENCE along said northeasterly side of Main Bayview.Road,North 51 degrees 00 minutes West, 154.67 feet to the point or place of BEGINNING. TOGETHER with a Right of Way for all purposes over the following described parcel: BEGINNING at a point on the northeasterly side of Main Bayview Road, at the,westerly corner of ,Lot No.1,as shown on "Map of Goose Neck",filed in the Suffolk County.Clerk's Office as Map No. 1663 and the southerly corner of land of Zukas, said point also. being distant 284.38 feet southeasterly from the corner formed by the intersection of the southeasterly side of Bayberry Road and the northeasterly side of Main Bayview Road; THENCE the.following six(6) courses and distances: 1)North 41 degrees 09 minutes 30 seconds East 558.00 feet; 2)North 48 degrees 50 minutes 30 seconds West 76.78 feet; 3)North 39 degrees 55 minutes 00 seconds East 30.00 feet; 4)THENCE South 48 degrees 50 minutes 30 seconds East 92.23 feet; 5)North 41 degrees 01 minutes 00 seconds East 360.00 feet; Owners Policy-Residential Fidelity FIDELITY NATIONAL TITLE INSURANCE COMPANY r 6) North 04 degrees 30 minutes 00 seconds East 85 feet more or less to the approximate center line of West Creek; THENCE along the approximate center line of West Creek North 85 degrees 09 minutes 52 seconds East 102.00 feet; THENCE-the following six(6)courses and distances: 1) South 42 degrees 06 minutes 00 seconds West 238.37 feet; 2. South 41 degrees 31 minutes 00 seconds West 117.50 feet; 3) South 41 degrees 01 minutes 00 seconds West 226.68 feet; 4) South 41 degrees 14 minutes 40 seconds West 238.41 feet; 5) South 40 degrees 45 minutes 00 seconds West 138.16 feet; 6) South 41 degrees 25 minutes 00 seconds West 129.34 feet to the Northeasterly side of Main Bayview Road; THENCE along the northeasterly side of Main Bayview Road North 51 degrees 00 minutes 00 seconds West 30.00 feet to the point or place of BEQI NING. IPR,e AAISES k+n0wn aS r)- 10005 S- at3-1Loi 15.4 Owners Policy-Residential Fidelity SCHEDULE "A" District 1000; Section 76; Block 1; Lot 15.5 AMENDED 5/19/03 ALL that certain plot,piece or parcel of land, situate,lying and being in Bayview,in the the Town of Southold,County of Suffolk and State of New York,being'bounded and described as follows: BEGINNING at a point on the boundary line between land now, or formerly of Michael F.Zukas and May Zukas, his wife, and land now or.formerly of West Creek Development, said point being North 39 degrees 55 minutes East, 377.92• feet northeasterly along said boundary line from the northeasterly side of Main Bayview Road; RUNNING THENCE along said land now or formerly. of West Creek Development, North 39 degrees 55 minutes East,186.04 feet; THENCE South 48 degrees 50.minutes 30 seconds East,166.78; THENCE South 41 degrees 09 minutes 30 seconds West,186.01 feet(deed) 186.00 feet(actual); THENCE North 48 degrees 50 minutes 30 seconds West,362.78 feet to the easterly side of land now or formerly of West Creek Development,the point or place of BEGINNING. TOGETHER with a Right of Way for,all purposes over the following described parcel: BEGINNING at a point on the northeasterly side of Main Bayview Road, at the westerly corner of Lot No. 1,as shown on "Map of Goose Neck",filed in the Suffolk County Clerk's Office as Map No. 1663 and the southerly corner, of land of Zukas; said point also being distant 284.38 feet southeasterly from the corner formed by the intersection of the southeasterly side'of Bayberry Road and the northeasterly side of Main Bayview Road; THENCE.the following six(6) courses and distances: 1)North 41 degrees 09 minutes 30 seconds East 558.00 feet; 2)North 48 degrees 50 minutes 30 seconds West 76.78.feet;. 3)North 39 degrees 55 minutes 00 seconds East 30.00 feet; 4)THENCE South 48 degrees 50 minutes 30 seconds East 92.23 feet; 5)North 41 degrees 01 minutes 00 seconds East 360.00 feet; 6) North 04 degrees 30 minutes 00 seconds East 85 feet more or less to the approximate center line of West Creek; Owners Policy-Residential Fidelity rx FIDELITY NATIONAL TITLE INSURANCE COMPANY THENCE along the approximate center line of West Creek North 85 degrees 09 minutes 52 seconds East 102.00 feet; THENCE the following six(6) courses and distances: 1) South 42 degrees 06 minutes 00 seconds West 238.37 feet; 2. South 41 degrees 31 minutes 00 seconds West 117.50 feet; 3) South 41 degrees 01 minutes 00 seconds West 226.68 feet; 4) South 41 degrees 14 minutes 40 seconds West 238.41 feet; 5) South 40 degrees 45 minutes 00 seconds West 138.16 feet; 6) South 41 degrees 25 minutes 00 seconds West 129.34 feet'to the Northeasterly side of Main Bayview Road; THENCE along the northeasterly side of Main Bayview Road North 51 degrees 00 minutes 00 seconds West 30.00 feet to the point or place of BEGINNING. PaeM%sts ISNowN Ass O- \0003 S--M 3 - NL - Owners Policy-Residential Fidelity • = SCHEDULE "A" District 1000; Section 76; Block 1; Lot 15.6 AMENDED 5/19/03 ALL that certain plot,piece or parcel of land, situate,lying and being in Bayview, in the Town of Southold,County of Suffolk and State of New York,being bounded and described as follows: BEGINNING at the southwest corner of the premises herein described, said point being the following three (3) courses and distances from a point on the northeasterly side of Main Bayview Road where the boundary line between the westerly line of land now. or formerly of Michael F. Zukas and May. Zukas and the southerly side of Lot No. 17 as shown on Map of West Creek Development,Map No.1236,intersects same; 1. North 39,degrees 55 minutes East,563.96 feet; 2. South 50 degrees 05 minutes.East,89.98 feet to the southwest corner of the 30 foot Right of Way; 3. North 39 degrees 55 minutes East along the westerly side of the 30 foot Right of Way,30A.feet to the true point or place of beginning; RUNNING THENCE North 39,degrees 55 minutes East 385.00 feet,more or.less(deed)382.35 feet (actual) to the center line of West Creek; THENCE easterly along center line, 60.00 feet,more or less(deed) 65.00 feet(actual) to a Right of Way; THENCE,along said Right of Way,the following three(3)courses and distances: 1. South 04 degrees.30 minutes West,85.00 feet; 2. South 41,degrees 01.minutes (deed)31 minutes(actual)West,360.00 feet; 3. North 48 degrees 50 minutes 30 seconds (deed) 27 seconds. (actual) West, 92.23 feet to the point or place of BEGINNING. TOGETHER with a Right of Way,for all purposes over the following described parcel:,-. BEGINNING at a point on the northeasterly side of Main Bayview Road, at the westerly,corner of Lot No. 1,as shown on "Map of Goose Neck",filed in the Suffolk County Clerk's Office.as Map No. 1663 and the southerly corner of land of Zukas; said point also being distant 284.38 feet southeasterly from the corner-formed by the intersection of the southeasterly side of Bayberry Road and the northeasterly side of Main Bayview Road; Owners Policy-Residential Fidelity r FIDELITY NATIONAL TITLE INSURANCE COMPANY THENCE the following sig(6) courses,and distances: 1)North 41 degrees 09 minutes 30 seconds East 558.00 feet; 2)North 48 degrees 50 minutes 30 seconds West 76.78 feet; 3)North 39 degrees 55 minutes 00 seconds East 30.00 feet; 4)THENCE South 48 degrees 50 minutes 30 seconds East 92.23 feet; 5)North 41 degrees 01 minutes 00 seconds East 360.00 feet; 6) North 04 degrees 30 minutes 00 seconds East 85 feet more or less to the approximate center line of West Creek; THENCE along the approximate center line of West Creek North 85 degrees 09 minutes 52 seconds East 102.00 feet; THENCE the following six(6) courses and distances: 1)South 42 degrees 06 minutes 00 seconds West 238.37 feet; 2. South 41 degrees 31 minutes 00 seconds West 117.50 feet; 3)South 41 degrees 01 minutes 00 seconds West 226.68 feet; 4) South 41 degrees 14 minutes 40 seconds West 238.41,feet;. 5) South 40 degrees 45 minutes 00,seconds West 138.16 feet; 6) South 41 degrees 25. minutes 00 seconds West 129.34 feet to the Northeasterly side of Main Bayview Road; THENCE along the northeasterly side of Main Bayview Road North 51 degrees 00 minutes 00 seconds West 30.00 feet to the point or.place of BEGINNING. 'PRCMI5ES Y-,tJOW N PSS b - 1000' t)-76* (3-I ' Owners Policy-Residential Fidelity ._..�..-� �,�,rte• � .. tis i N � f' �¢ sr} 9 Q,Q °� �,7 ynil tl { 1 �/ry�3 DE F'OFC I r + 4I�= LANG' A 7-30 E�IAYV I 9� W 1 IN 16 z.-r 5- L ar m.= V 0 � � �ti � j ' �ti�1�Cly.�.•' f z ' GJr�LANt�? ONLY: .3.86' AcRas , f i t ; 70'7-A?-y 1''vA ctvaeK : ,-4,y ! m Approvedb the Southold Town Planning Board ? S (� n ••� � y� an r :john ickham;, Chairman , 1 $ Southold Town, Planning Board t94qV 4 rat I � G7 f1'j'�.,I N&: StJRVP.•Y i/UNF. 2? l95"`T. j �? -�11�3'A�V I�l�'/d N' -- MARGt•d lOa/969' it �0 MAIN 6 f}Yl//s o/ I • PROPOSED SEPTIC SYSTEM DETAIL PLOT PLAN OF 1I (NOT TO SCALE) F FLO_L4 0 TOP BURIED FINISHED GRADE L O T 2 4' DEEP max PRECAST REINFORCED CONCRETE COVE ELS` 12.0 FINISH GRADE �l BURIED 1' DEEP min 2' DEEP max /"EL 2rS�IRONO[IN OVERWToGRADEkiNSECTPROOF f ELEV 120' RERISI-MATASSA PLAT TOP ELEV 108'MELL-i, MIN a e,a ° TOP EL 10.0' 9 FURTHEST LEACHING POOL CLEANOUTAPPROVED PIPE OFA 3 POOL SYSTEM SITUATED 'AT .�pyv LET PITCHED 1/8•I1' 6" g YU VY �� O� INV. EL APPROVED 4'd,1 INLET 3' CLEAN �c° 10.0' NVERT ° ^'z PIP SS COLLAR S 0 UT H 0 LD PITCHED 1/4•/1' INVERT CROSSOVER SAND yJF �� 4�HOUSE TRAP ELEV 9 8' 9 3' . °o' ° TOWN OF S O U T H O L D N SUFFOLK COUNTY, NEW YORK BOTTOM 8' ^� " HIGHEST EXPECTED SAID MAP ALSO BEING 6i / ELEV 5 5' EROUN ATER O s o i _ A REDIVISION OF LOTS FOUND o I LEACHING POOLS 3) ON A MAP PREPARED FOR & �f0 SO, W 1 MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. MICHAEL Z UKAS oL3 3 : POOLS, 4' DEEP, a' dia AND APPROVED BY THE ��'' 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) 4 A 10' min DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED TOWN O F S O U T H O L D TOWN PLANNING BOARD 5 AN 8' min DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED ON FEBRUARY 7 1 §72 6 AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED LIBER 8355, PAGE .181 904�TO SEPTIC TANK r1) S.C. TAX No. 1000-76-01 -15.2 1 MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS �G y 150 p' _ ____ 1 TANK, 8' LONG, 4'-3' WIDE, 6'-7' DEEP SCALE 1"=40° }�� \ —14 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS SEPTEMBER 15, 2003 — 3 l'IALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4" ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf NOVEMBER 11, 2003 REVISED PROPOSED HOUSE 4 nLL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT NOVEMBER 15, 2016 REVISED PROPOSED HOUSE 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX TOLERANCE OF t1/4") DECEMBER 12, 2016 REVISE PER SCDHS NOTICE No. 1 (12/4/16) ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 6 A,10' min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED AREA = 29,897 sq. ft. 1, _-13' 0.69 ac. ` NOTES y / >6 0 ) 20'MIN ,iS� 40' 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM 4 O tiT EXISTING CONTOUR LINES ARE SHOWN THUS:-----10------ �v 2. FOR TEST HOLE DATA, REFER TO TEST HOLE No. 2 ON FILED MAP. (J 1.14, _ 12 3. MINIMUM SEPTIC TANK CAPACITIES FORA 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. <0 0 v uJ� - / 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP �0 0 �� R� -'��'��v b 01 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. 3 POOLS; 4' DEEP, 8' dia. Oe-�0 OuJ� O� p��OJT PROPOSED 50% FUTURE EXPANSION POOL 80' y QQ� �� Q �eO\i `Jnr TEST HOLE* \ QF ,� �� UZ 114 '� / PROPOSED 8' DIA. X 4' DEEP LEACHING POOL \Z ——————— G P ^ O� �4 PROPOSED 1,000 GALLON SEPTIC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD G� `?F !y Qpp �P'' a / OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �`SO v < //S. E \��orFtK s0�' TEST HOLE DATA �"" ° \ /v y a• G �O (TEST HOLE DUG BY McDONALD GEOSCIENCE ON MAY 4, 2001) A 1 O''i � �• 510 � F 5' � EL 11,4' '0. OpO< O. �F.�'JG�" (v�� DA059ROWN SANDY LOAM OL SFO° < ,��' �G� BROWN LOAMY SAND OL PREPARED IN ACCORDANC UM /��ii��roiA4 / �Cv �� STANDARDS FOR TITL S STAB D r �H��`F®Lit COUNTY[3�PAR1`l�EP11'OF �EAL'C�$ 5� C67' L YELLOW SH BROWN FINE SAND SP BY THE LIALS, AP R TED F �� EL 2S FOR SUCH USE �ffli' RT $Cp dq Q� �-q I Big TITLE ASSOCI gg q. r+,APPROVAL ®�j tyA [y /�p�r�1 /ay+g/pp� ry p DRAINAGI; SYSTEM CALCULATIONS- HIGHEST ExPECTED GROUND WATER s PERMIT FOR d' PPRP AL OF CONIIA,R,RU r 1 ION FOR C► O / Q 1 �y / TEST WELL No uSGS 410247072261101 5 6524.1 YELLOWISH BROWN FINE TO MEDIUM SAND SP e9 ([ �a tLQ DRIVEWAY AREA: 1,130 sq. ft. EL 13' 101• e 1� qC •Q."y / 1,130 sq. ft. X 0.17 = 192 au. ft. TEST HOLE GROUND WATER WATER IN EPdGLL S f:�;t1�Y ISI�LIdC ' L'i' �� 192 ,cu. ft. / 42.2 4.6 vertical ft. of 8' dia. leaching pool required YELLOWISH BROWN FINE TO MEDIUM SAND SP {t It 4 // / PROVIDE (2) 8' dia. X 3' high STORM DRAIN POOLS / 7 ROOF AREA: 2,368 sq. ft. (f �� 2,368 sq. ft. X 0.17 = 403 cu. ft. DAT i�%„= r-, tyi�, ` iJ S , 403 cu. ft. / 42.2 = 9.5 vertical ft. of 8' dia. leaching pool required 0/ PROVIDE (3) 8' dia. X 4' high STORM DRAIN POOLS APPR©`e PROPOS.D 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF WITH GUTTER LEADERS: FOR ;.-11.A'- [3EDROOMS 11/ � � c:, / G`� V idol PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF WITH OPEN GRATES:%Q i � I o 5 67 EXPIRES 6.H?i �---AR .- FROM DATA OF APPROVAL �-.�o'/� /� �c,�� / .` v UNAUTHORIZED ALTERATION OR ADDITION Nathan -Taft Corwin III p TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE �Q J 'I EDUCATION LAW Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL EMBOSSED SEAL SHALL NOT BE CONSIDERED V 9J TO BE A VALID TRUE COPY Fp /_ Successor To Stanley J Isaksen, Jr LS �iys / / I CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A Ingegno LS l ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Title Surveys — Subdivisions — Site Plans — Construction Layout O�p TITLE COMPANY, GOVERNMENTAL AGENCY AND Y Y cy� ,//�•` J // ��1°14�� LENDING INSTITUTION LISTED HEREON, AND 1�� TO THE ASSIGNEES OF THE LENDING INSTI—TRANSFERABLE PHONE (631)727-2090 Fax (631727-1727 / ON CERTIFICATIONS ARE NOT TRANSFERABLE / p� o� r�E+ W_011pl4�1rLOFFICES LOCATED AT MAILING ADDRESS REtS� `2Y �°”" ITAVI/OR SEASEMENTSROF RCOD, IF 1586 Main Road P 0 Box 16 9 qpasA , , NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 1194 7 °, w DEC - 1 $_ PROPOSED SEPTIC SYSTEM DETAIL PLOT PLAN OF (NOT TO SCALE) L 0 T 2 HOUSE TOP BURIED F•Fl-• 14.0 4' DEEP max. FINISHED GRADE + PRECAST REINFORCED CONCRETE COV ELeJ.1"g FlNISH GRADE 24•d6.IDLla1M WAYFRDCM&aISECT PROOF RERISI-MATASSA PLAT �y BURIED 1' DEEP min. 2' DEEP mai. cwsr 0mN cwm ro cR�DE �' 12.0 FURTHEST LEACHING POOL TTOOPP ELEV. 10.8 JMULL L4•k . TOP EL 10.0' d OF A 3 POOL SYSTEM SITUATED AT , Pm)Im 1/B%1' I. 3' CLEAN o oma' INV. EL „ .dk, INVERT M_ r. - /ESAND S O UTH O LD � 1 10.0' ELEV.2& SEPTIC INVERT + r- +. . COLLARHOUSE TRAP TANK ELEv. s. ; TOWN OF SOUTHOLD all ' SUFFOLK COUNTY, NEW YORK ��`` �`E•.y6 y0 I g_•,l HIGHEST EXPECTED ELBEVOTT95' 8'--i LRFOTUN7DY�WATT]2 SAID MAP ALSO BEING �4.�0 o _ A REDIVISION OF LOTS FOUND YO�tL;� D� // SAS, " LEACHING POOLS (3) ON, A MAP PREPARED FOR '- MICHAEL ZUKAS p� �, > CpO \ S0+ 1. MINIMUM LEACHING SYSTEM FORA 1 TO 4 BEDROOM HOUSE IS 300 aq ft SIDEWALL AREA l�Yt 3 POOLS; 4' DEEP, 8' dia. 0++ 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) AND APPROVED BY THE LEACHING STRUCTURES, SOLID DOMES ND/OR SLABS. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). TOWN OF S O U T H O L D TOWN PLANNING BOARD ` y,�\J '\ ---' 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER UNE SHALL BE MAINTAINED. 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. O N FEBRUARY 7, 1972 V- 6. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. `o?, LIBER 8355, PAGE 181 '4p SEPTIC TANK (1) y q 0 S.C. TAX No. 1000-76-01-15.2 Nr 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. „ , G y 1$�.O' - _ ____ 1 TANK; B' LONG, 4'-3'WIDE, 6'-7' DEEP SCALE 1 =40 --14 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. SEPTEMBER 15, 2003 3. WALL THICKNESS SHALL BE A MINIMUM OF 3', A TOP THICKNESS OF 6'AND A BOTTOM THICKNESS OF 4'. ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST N APPLIED FORCE OF 300 psf. NOVEMBER 11, 2003 REVISED PROPOSED HOUSE 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. NOVEMBER 15, 2016 REVISED PROPOSED HOUSE 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF ±1/47 DECEMBER 12, 2016 REVISE PER SCDHS NOTICE No. 1 (12/4/16) UO ON A MINIMUM 3'THICK BED OF COMPACTED SAND OR PEA GRAVEL JANUARY 18, 2017 ADD CONCRETE CLEANOUT--- 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. AREA = 29,897 Sq. ft. y� �� b ,2-) XC'4�, NOTES. 0.69 ac. >6 y �� 'MIN. k. S+ / 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM �� 0 / EXISTING CONTOUR LINES ARE SHOWN THUS:-----10------ 2. FOR TEST HOLE DATA, REFER TO TEST HOLE No. 2 ON FILED MAP. ,00 �`v ��, _i2 v 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 1 TO 4 BEDROOM HOUSE IS 1,000 GALLONS. / 1 TANK; 8' LONG, 4'-3" WIDE, 6'-7" DEEP .:,Ri.•• �� V� 2�, 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 sq ft SIDEWALL AREA. J3 POOLS; 4' DEEP, 8' dia. ? Q4 .:Q ,.:..:•k, O O��o EROSION&SEDiMENT CONTROLS PROPOSED SOX FUTURE EXPANSION POOL s - .' 80' y v_ 0 ••'�j^ : TEST HOLE 11.4 �� i `1�'y to:Shall'include but not be limitedPROPOSED 8' DIA. X 4' DEEP LEACHING POOL _ _ �-•r J 1 -------- 4 `� ry�n Q U �� \ A Well maintained Construction Efttrance,® PROPOSED 1,000 GALLON SEPTIC TANK 6�i �P:b: i Wire Backed Silt Fencing,stabilizatidn + / g, E LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD Seeding SERVATIONS AND/OR DATA OBTAINED FROM OTHERS. a ,So g of exposed and/or inactive soils. sO+ TEST HOLE DATA �/,y A� y /�� ,/ \�(,^�O; (TEST HOLE DUG B1 McDONAED GEOSCIENCE ON MAY 4, 2001) 03 pv �* �A o, i d4'`+_0 ��i,J' n. �awN Six-�aM a v �QAlr��• '7y�. 4A s(�`O+ / w� �, H�'{ ' PREPARED IN ACCORDANCE WITH THE MINIMUM A / �Y STANDARDS FOR TITLE SURVEYS AS ESTABLISHED YEiLOWISH BROWN FINE,SAND SP Bf THE LI-A.L.S.AND APPROVED AND ADOPTED •• �' EL 2.6' FO BY THE NEW YORK STATE LAND /'.fir HIGHEST EXPECTED GROUND WATER p'�' ASS wnON°tl� Vr SYSTEM 1FSr WELL N. aSGS 4f 02470712e1101 5 6 24.1 /1 9• '� , YELLOWISH BROWN FINE To MEDT s ,$P O .�C!• `O?, '� .j 3 �Q4 DRIVEWAY AREA: 1,130 sq. ft. ° 1E 10.11 L Cj;r t,. •, •✓ TEST HOLE GROUND WATER ♦ 'y q0 O � 4 / 1,130 sq. ft. X 0.17 = 192 cu. ft. WATER IN r 1 J '(A 1 44,, ///.j} l i 192 cu. ft. / 42.2 = 4.6 vertical ft. of B' dia. leaching pool required YELLOWISH GROWN FINE MMU (j PROVIDE (2) 8' dia. X 3' high STORM DRAIN POOLS 1r ROOF AREA: 2,368 sq. ft. 'K / 2,368 sq. ft. X 0.17 = 403 cu. ft. { . .# I M d 403 cu. ft. / 42.2 = 9.5 vertical ft. of 8' dia. leaching pool required X1PROVIDE (3) 8' dia. X 4' high STORM DRAIN POOLS 0/ PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF WITH GUTTER LEADERS:�_�) �� •';�" :.' i 1 (A,1 � a . zLi..oPROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR DRIVEWAY RUN-OFF WITH OPEN GRATES: No. 50467 4_� Y yw J? �.'� w Nil Nathan orwin III O 1O �9 ��yO UNAUTHORIZED THIISIs AA VIONLATIONA OF ESECTIONDUCAM 72LA OF THE NEW YORK STATE hand Surveyor o EDurAnoN LAW. cq� rAGB b�°�9 / w05 i APPROVAL OF STORMWATER MLp App ppTHIS (/C �r�TER aYIANFC�y E.p�Co_PIES OF URV YOR'SSURVEYI MAP NOT BFRPoNc CONTROL PLAN D SURVEYOR'S INKED SEAL OR SI 4� DRAINAGE INS ARE REQUIRED ED SEAL SHALL NOT CONSIDERED yy 0 n C® .236'°BE A VALID TRUE COPY. ,p/� ' Date' '(�1�� JVCERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isoksen, Jr. L.S. / Contact TOS Engineering at 765-1560 before ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. O / y IS PREPARED,AND ON HIS BEHALF TO THE Title Surveys - Subdivisions - Site Plans - Construction Layout -- T_Fc� c2 01 Backfill, OR Provide Engineer's Certification APpr®ved b TITLE COMPANY,GOVERNMENTAL AGENCY AND Y LENDING INSTITUTION LISTED HEREON,AND flat the drainage has been installed to Code. THE ASSIGNEES OF THE LENDING INSO- PHONE (631)727-2090 Fax (631)727-1727 / TUTION.CERTIFICATIONS ARE NOT TRANSFERABLE OFFICES LOCATED AT MAILING ADDRESS THE ENCE OFNR D/ I�EASEM NTSRIGHT O RECO DOF AY F 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 STORMWATER�I NACEMENT NOT PAGE 2 OF 2 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION SITE PLAN OF MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. LOT 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS LINE SILT SCREEN (MAXIMUM OPENINGof OF PROPOSED PRELIMINARY MAP OF U.S. SIEVE #20) SHALLLL BE STAKED AT THE LIMIT OFFCLEARING EARING AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. STEEL OR WOOD THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS EXTRA STRENGTH FILTER FABRIC POST (TYP.) BRANDER—McCAFFREY PLAN OFTEN AS NECESSARY DISTURBED AREAS ARE TO ENSURE PROPER PE PERMANENTLY VEGETATED. SEDIMENTS NTS UNTIL ALL REq'D. WITHOUT WIRE MESH SUPPORT SITUATED AT TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE 10' MAX. O.C. SPACING SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE W/ WIRE SUPPORT FENCE SOUTHOLD SCREEN IS REMOVED. W/O WIRE SUPPORT SPACING TOWN OF SOUTHOLD 3. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, A CONTINUOUS ROW OF STAKED STRAW OR HAY BALES SHALL +;. •' `_' SUFFOLK COUNTY, NEW YORK BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES ;. now SAID MAP ALSO BEING SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS ""'" •' NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE TEMPORARY CONSTRUCTION ENTRANCE A REDIVISION OF LOTS FOUND ;Tf' +. ON A MAP PREPARED FOR (NOT TO SCALE) OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED ATTACH FILTER FABRIC SECURELY MICHAEL ZUKAS UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. • ' =' TO UPSTREAM SIDE OF POST CROSS SECTION 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. xs \ AND APPROVED BY THE 5.6. SILTSCREEN AND UTTERS THAT EMPTY INTO DRHING YWELLSXSHALLEBE rTO THE INSTALLED ROUND. ///// /�/ ` \/\\/\\f 50' MIN. �\/� ,\\/�\ /.`/'�`/� I OR TO BE SUFFICIENT S E TOWN OF SOUTHOLD TOWN PLANNING BOARD ON THE PROPOSED RESIDENCE. � ) SILT FENCE DETAILS � KEEP SEDIMENT ON SITE 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. NOT TO sr� ON FEBRUARY 7, 1972 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS SAT FENCING ESAND/OR OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF a ILIBER 8355, PAGE 181 FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO S.C. TAX, No. 1��-76-01-15.2 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER o SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED w NOT TO SCALE IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF—SITE TRANSPORT. SEPTEMBER 15, 2003 FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, '( WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE Q �— NOVEMBER 11, 2003 REVISED PROPOSED HOUSE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO ------'----------------- Z O AUGUST 16, 2016 REVISED PROPOSED HOUSE I TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING 36' HIGH POLE (MAX.) D: I 'r r JANUARY 18, 2017 ADD CONCRETE CLEANOUT PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION STEEL OR WOOD POST AND GROWTH. 10. SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85X AREA FLOW / VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAY EROSION&SEDIMENT CONTROLS THAN 1 SQUARE FOOT IN SIZE. ShaII InCIUde but npj be limited t0: 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIRALES AND/ORSITE ACCESS LOCATIONS WITH THE EXISTING ROADS.-TO PREVENT RUNOFF ENCING OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED"OR DISCHARGED ONTO ROAD. A NON-LOAM SUCH AS CRUSHED E EMATERIAL, A well maintained Construction Entrance ORRECYCLED CONCRETE BASE, S14ALLBEPLACED ACROSS THE DRIVEWAY�OR ��\\% W Wire Backed Silt Fencing,CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. \/\\/ PLAN VIE \ :"r: \\//\\ g, stabilization & Seeding of exposed and/or inactive soils. _4' X 6' TRENCH' TO BE USED WHERE TOPSOIL IS NECESSARY FOR / W/ COMPACTED REGRADING d VEGETATING DISTURBED AREAS. NOTES: BACKFILL paSTINc GRADE TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 1. AREA CHOSEN FOR STOCKPILING OPERATIONS ROAD VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND SHALL BE DRY AND STABLE. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. TRENCH DETAIL I HAY BALES AND/OR STABILIZATION MEASURE(S) SELECTED SHOULD BE 3. UPON COMPLETION OF SOIL STOCKPILING, EACH SILT FENCING APPROVAL OF STORMl1VATER MANAGEMENT APPROPRIATE FOR"THE TIME OF YEAR, SITE CONDITIONS, PILE SHALL BE SURROUNDED WITH EITHER SILT (NOT TO SCALE) I CONSTRUCTION gWCE BASE OF AND REQUIRED PERIOD OF USE. FENCING OR STRAW BALES, THEN STABILIZED WITH COMPACTED 3/4'STONE BLEND CONTROL PLAN -T n Cod t 23fi VEGETATION OR COVERED. OR N.Y.S. D.O.T.APPROVED R.C.A. FILL TO le MIN.ABOVE EXISTING STABILIZE ENTIRE PILE 119 2 SLOPE OR LESS GRADE TO ALLOW FOR DRAINAGE Date: F2 7-11 WITH VEGETATION OR COVER 1 DRAINAGE INSPECTIONS ARE REQUIRED Approved by W W W Contact TOS Engineering at 765-1560 befare ^Y W W ^Y W W Backfill, OR Provide Engineer's Certification that the drainage has been installed to Cade. s°0 -Nzft, W W W �Y W Y ^Y W ^Y ^Y W ✓� �P"EiC"�p P1� 0 �f TYPICAL STORMWATER UNIT W W W W (TOPS TO BE TRAFFIC BEARING) Z (NOT TO SCALE) } ' CAST IRON INLET FRAME k COVER (FLOCKHART#63518 TYPE 6840) 1 ( s pI OR 6•THICK REINFORCED CONC. COVER I FINISHED GRADE STRAW TRAFFIC BEARING SLAB BALES OR SILT FENCE V-0• �8• SOIL STOCKPILE , (NOT TO SCALE) �"" ` IT% S. Lic. No. 50467 DRAINAGE SYSTEM CALCULATIONS., PIPE FROM ROOF GUTTERS DRIVEWAY AREA: X 0.1 sq. ft. Nathan Ta Corwin III 1,130 sq. ft. X 0.17 = 192 cu. ft. 192 cu. ft. / 42.2 = 4.6 vertical ft. of 8' dia. leaching pool required ` CRUSHED 3/4' — 1-1/2'STONE PROVIDE (2) 8' dia. X 3' high STORM DRAIN POOLS Land 'Surveyor ROOF AREA: 2,368 sq. ft. E 2,368 sq. ft. X 0.17 = 403 CV. ft. I m LEACHING RINGS REINFORCED PRECAST CONC. 403 cu. ft. / 42.2 = 9.5 vertical ft. of 8' dia. leaching pool required i 3'-0. 4000 PSI m 28 DAYS 3.-0. Successor To: Stanley J. Isaksen, Jr. LS. PROVIDE (3) 8' dia. X 4' high STORM DRAIN POOLSno(min) 4. (min.) Joseph A. In a L.S. P 9 9 Title Surveys — Subdivisions — Site Plans — Construction Layout i PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: �_y —� PHONE (631)727-2090 Fax (631)727-1727 PROPOSED 8' DIA. X 3' DEEP DRYWELLS FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: � � E OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 GROUND WATER Jamesport, New York 11947 Jamesport, New York 11947 ' SURVEY OF LOT 2 RERISI—MATASSA PLAT SITUATED AT -SOUTHOLD y04J4 NN \h TOWN OF SOUTHOLD /� SUFFOLK COUNTY, NEW YORK SAID MAP ALSO BEING A REDIVISION OF LOTS FOUND ��o�F``' O ON A MAP PREPARED FOR �so30,, ' MICHAEL ZUKAS s AND APPROVED BY THE TOWN OF SOUTHOLD TOWN PLANNING BOARD \S� S ON FEBRUARY 7, 1972 Bpi <�`� °o��° �q LIBER 8355, PAGE 181 S.C. TAX No. 1000-76-01-15.2 150.0 ——_ ——_ SCALE 1"=40' —14 SEPTEMBER 15, 2003 NOVEMBER 11, 2003 REVISED PROPOSED HOUSE / NOVEMBER 15, 2016 REVISED PROPOSED HOUSE DECEMBER 12, 2016 REVISE PER SCDHS NOTICE No. 1 (12/4/16) JANUARY-18, 2017 ADD CONCRETE CLEANOUT yQ / MARCH 28, 2017 FOUNDATION LOCATION U \'s / / ?�S- � q AREA = 29,897 sq. ft. 0.69 ac. by \\>8 \\ ?s 1ya � // --12 / OT S• �� •�� \\\ \`'s a0 �•�A, // �' /� \�C �gp1 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING CONTOUR LINES ARE SHOWN THUS:—————10—————— a 60' oma' ` 12 114 1 do lip i yY'" '� Q/ / PREP RDANCE WITH THE MINIMUM ,l •t7 NL/ �l DOM SURVEYS AS ESTABLISHED / / \S• �� \yam - r Y_ B7G T�r�'�I Ig D ROVED AND ADOPTED 60 d B sllC� 9 YORK STATE LAND `tea / tig4 f. CIO co 1AFy �� 0 �. r X58) �° 9°'-�� _ �� •�� -0467 t Awg C1 IL"'� X .S. Lic. No. 50467 D UNAUTHORIZED TIIIS A ALTERATION ADDITION Nathan Taft Corwin III ' SECTION 7209 OF THE NEW YORK STATE ° EDUCATION LAW.� � �-� 2®17 COPIES OF THIS SURVEY MAP NOT BEARING BAR Land Surveyor C THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALT.NOT BE CONSIDERED TO BE A VALID TRUE COPY. Q Successor To: Stanley J. Isaksen, Jr. LS. ONLY To T HE INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. BUILDING T��y� ONLY TO THE PERSON FOR WHOM THE SURVEY IA�JJLdJJ1®l3 DJL' li IS PREPARED,AND ON HIS AG TO THE Title Surveys — Subdivisions — Site Plans — Construction La out 1 TITLE COMPANY,GOVERNMENTAL TAL AGENCY AND Y Y J /' \�G'�y° I TOWN 17 y� OY` S®{,!iii®LL LRJDING INSTm1TI0N LISTED HEREON,AND Jr TO THE ASSIGNEES OF THE LENDING INSn— PHONE (631)727-2090 FOX (631)727-1727 TUITION.CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT.OF WAYS OFFICES LOCATED AT MAILING ADDRESS / y ANDEASEMENTS OF RECORD, IF Jamesl586 Main ort, New York11947James ort, NewX16 York 11947 ,I , ANY,, NOT SHOWN ARE NOT GUARANTEED. P P I , SURVEY OF 11�4 �-�—� — p LOT 2 D MATASSA RE ISI— PLAT . R LIAR 1 9 2018 SITUATED AT O 1 SOUTHOLD TOWN OF SOUTHOLD ry�� dog F„ SUFFOLK COUNTY, NEW YORK TOWN OF SOLTDOLD SAID MAP ALSO BEING �� a �\��°'�ZV �� s� n2p� Ca3 � I[� r��ga� A REDIVISION OF LOTS FOUND o SUFFOLt��. jt ,�$'t� ,:iii a�IV(60VT®I��i�UtJUc3�N6C/U�SS ON A MAP PREPARED FOR so ROVA,_=-sF--- ETPLQC-Tp-1�womm OR MICHAEL ZUKAS �, ��' `�o�.� __= :=;-. �`!!�ES!DEWC1= AND APPROVED BY THE a I 0 TOWN OF SOUTHOLD TOWN PLANNING BOARD ON FEBRUARY 7, 1972 : -0�1 Y^%-air 6 ""Vo:ca<,:;c-' r�•is�r: �5�a►cr°orcthec > tests t� LIBER 8355, PAGE 181 5 =wic Eons 1'' ` ��H� . S.C. TAX No. 1000-76-01-15.2 SCALE 1"=40' SEPTEMBER 15, 2003 NOVEMBER 11, 2003 REVISED PROPOSED HOUSE NOVEMBER 15, 2016 REVISED PROPOSED HOUSE O p ro/ r ,{;%-• n x DECEMBER 12, 2016 REVISE PER SCDHS NOTICE No. 1 (12/4/16) O \\ -` A� %% O �Qo°� �/Seob��1 rEfabirevd�" '6d�e�j��°s��' JANUARY 18, 2017 ADD CONCRETE CLEANOUT \\ i ) lel ° / /0 MANOVEMBER28, 02. 20117 7NFIN LNSURVEYON >S• AREA = 29,897 sq. ft. 0.69 ac. p // SEPTIC SYSTEM TIE DISTANCES �� y �o?s' s• / mot �� /:/ COVER HOUSE CORNER"A" HOUSE CORNER"B" OSEPTIC °�� P ,e` o � / OUTLET T TCO ANK � ER 22' 31' �\ �o �tioo�Fo� /3 451 ,s ° ° COVER ICESSPOOL 32' 39' V'5 4A. , CESSPOOL COVER 2 43' 38' �, , CESSPOOL 31' 24' ��• `� �s 4 ° / COVER 3 / C \\iro PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS TITLE SURVEYS ASABLISHED BY THE LLL IAOS AND APPROVED ANDDAADDOPTED N, �Q L FOR%6UCR'DSE-B1'-1jj NEW YORK STATE LAND T�raEroAs„7pA1,7o� o,, ��sem` r- S�> -off •�� // DEC 0 �� O_ Q � ' , �:� N.Y.S. Lic. No. 50467 oIlk, / ,s uNAviHORrzED ALTE�iAnoy OR DDmON�Y - than Taff Corwin III TO THIS suRVFdY IS�IA�71olAnahIRK STATE EDUCAnONSE N �U11V�,-OE'THENEW-YORK STATE Land Surveyor COPIES THE LANDFSU THIS RVEYORSINKED MAP N�OEARING Y EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. P Successor To: Stanley J. Isaksen, Jr. LS. CERTIFICATIONS INDICATED HEREON SHALL RUN Joseph A. Ingegno L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON,AND •( ////// TO THE ASSIGNEES OF THE LENDING msn- PHONE (631)727-2090 I'OX (631)727-1727 nlTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFlCES LOCATED AT MAILING ADDRESS THE EXISTENCE RIGHT WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jomesport, New York 11947 2015 IECC Building UA Compliance Property l7La�" p y Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.b[g Elements Insulation Levels 2015 IECC As Designed Shell UA Check Ceilings: 33.5 37.9 Skylights: 4.4 3.6 Above-Grade Walls: 159.5 176.8 Windows and Doors: 183.1 156.0 Floors Over Garage: 1.7 1.5 Basement Walls: 92.5 80.1 Overall UA (Design must be equal or lower): 474.8 455.9 Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check (per Section 403.3.1) PASSES Window U-Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1.2) 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 (2015 IECC) PASSES This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 4A. (Section 402, International Energy Conservation Code, 2015 dition (� Name Robert B Delfino SignatureI Q�� '� Organization Energy Testing Services LLC Date 3 February 2017 REWRate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Building Summary 00v Property A:F s/� Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.blg Property/Builder: Information 4Y { Building Name Owners Name Vinnovation Assocates Property Address 285 Ripple Water Lane City, St, Zip Southold, NY 11971 Phone Number 516-375-5872 Builder's Name Vinnovation Assocates Phone Number 516-375-5872 Email Address Plan/Model Name 2 Story Community/Development Single Et Seperate ' Permit Date/Number Organization Information Organization Name Energy Testing Services LLC Address 1648 Locust Ave. City, St, Zip Bohemia, NY 11716 Phone Number 631.244.2627 Website Rating/RESNET Information Provider ID 1998-146 Sample Set ID 0000 Registry ID Raters Name Robert B Delfino Raters ID 2652967 Rater's Email r.b.delfino@energytestingservices.com Rating Date 2-3-17 Rating Type Projected Rating Reason for Rating New Home Rating Number 1595 REM/Rate- Residential Energy'Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. ouilding Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 Rater I D:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.blg General Building bformation_ Area of Conditioned. Space(sq ft) _ 2617 Volume of Conditioned. Space 36952 Year Built 2017 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade Z Number of Bedrooms 4 Foundation Type Conditioned basement Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Foundation Wall Information Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) FOUNDATION R13closed cell Cond->ambient/grr 147.0 9.0 7.0 2.0 0.051 0.072 foam FOUNDATION IGW R13closed cell Cond->garage/gmd 30.0 9.0 7.0 2.0 0.051 0.072 foam * Uo Value Combo combines wall, airfilm, and soil path ,Foundation,Wall°Library List' Foundation Wall: R13closed cell foam Type Solid concrete or stone Thickness(in) 10.0 Studs None Interior Insulation Continuous R-Value 13.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall Exterior Insulation REWRate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 2 of 16 Building Summary u Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.b[g Foundation Wall Library List �y-P—T— R-Value 0.0 Ins top 0.0 ft from top of wall Ins bottom 0.0 ft from top of wall Note RBD-08-06-09 Slab Floor. Information Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) SLAB Uninsulated slab 1466 7.0 177 177 0 Slab Floor'Library-List, Slab Floor: Uninsulated slab 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 - Frame Floor,Info_ rmation Name Library Entry Location Area(sq ft) Uo Value INT GARAGE CEILING R30,FG2,X-16 Btwn cond 8t garage 36 0.042 Frame Floor Library,List Floor: R30,FG2,X-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 9.0 Cavity Insulation Grade 2 Joist Size (w x h, in) 1.5 x 9.3 Joist Spacing (in oc) 16.0 REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. Page 3 of 16 Building Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P1 5.3.big i Frame floor LihraryList Framing Factor- (default) 0.1300 Floor Covering HARDWOOD Note Updated Grade 2 AP 11/1/05 ,Rim and Band:Joist Information Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade BAND JOIST Cond > 102.00 3.0 15.0 3.5 16.0 1 0.053 ambient BAND JOIST IGW Cond -> garage 30.00 0.0 15.0 3.5 16.0 1 0.063 RIM JOIST Cond > 147.00 0.0 13.0 2.0 16.0 1 0.078 ambient RIM JOIST IGW Cond -> garage 30.00 0.0 15.0 2.0 16.0 1 0.073 Above-Grade'Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value WALLS R15,FG2,4-16,+3 Cond > ambient Medium 2571.00 0.064 IGW R15,FG2,4-16 Cond > garage Medium 270.00 0.084 Above-Grade,Wall Library`List Above-Grade Wall: R15,FG2,4-16,+3 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 3.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 2 Stud Size (wx 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 New Grade II BH 10/24/05 Above-Grade Wall: R15,FG2,4-16 Information From Quick Fill Screen REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 4 of 16 tsuilding Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-1315.3.b1g 'Above-Grade Wall. Lib_rary List 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 Updated Grade II BH 10/24/05 Window Information ~� 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 FRONT AGWall1 Southwes 0.310 0.300 172.00 0.0 0.0 0.0 0.85 0.70 None None RIGHT AGWall1 Southeasi 0.310 0.300 78.00 0.0 0.0 0.0 0.85 0.70 None None RIGHT FndWall1 Southeasi 0.450 0.600 6.25 0.0 0.0 0.0 0.85 0.70 None None BACK AGWall1 Northeast 0.310 0.300 186.00 0.0 0.0 0.0 0.85 0.70 None None BACK FndWall1 Northeasi 0.450 0.600 5.32 0.0 0.0 0.0 0.85 0.70 None None LEFT AGWall1 Northwes 0.310 0.300 15.00 0.0 0.0 0.0 0.85 0.70 None None LEFT AGWal11 Northwes 0.450 0.600 2.70 0.0 0.0 0.0 0.85 0.70 None None DoorIrftrn ation _ Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area FRONT DOOR R4 fiber glass**** AGWall 1 20.0 0.168 4.0 Yes INT GARAGE DOOR R5 steel insul AGWatl 2 18.0 0.168 5.0 No EXT BASEMENT DOOR R5 steel insul FndWall 1 20.0 0.168 5.0 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 FLATS R30+11,FGX,8 1091.00 1363.75 Medium No Attic 0.027 No No REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. Page 5 of 16 Building Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.b1g 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 VALUTED R30,FG2,10-1E 200.00 200.00 Medium No Vaulted 0.044 No No ATTIC R30,FG1,X-16 6.00 7.50 Medium No Attic 0.040 No No HATCH ,,Roof'Library,List Ceiling: R30+11,FGX,8-16 Information From Quick Fill Screen Continous Insulation (R-Value) 11.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note quick-fill by MP 11/04/05 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 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,FG1,X-16 Information From Quick Fill Screen REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 6 of 16 Building u r Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.btg Roof LibraryUst- Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note quick-fill by MP 11/04/05 Skylight Information Name Roof Orientation U-Value SHGC Area(sq ft) Winter Summer Pitch[?/121 Assignment Shading Shading BATH ROOM Roof 1 Northwest 0.450 0.550 8.0 1.00 1.00 8 SKYLIGHT REWRate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 7 of 16 Building u r Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.blg Mechanical Equipment- Number of Mechanical Systems 5 Heating SetPoint(F) 68.00 Heating Setback Thermostat Present Cooling SetPoint(F) 78.00 Cooling Setup Thermostat Present Heat: 01fl-Hyo-air1051 85,/ SystemType Fuel-fired air distribution Fuel Type Fuel oil Rated Output Capacity (kBtuh) 105.0 Seasonal Equipment Efficiency 85.0 AFUE Auxiliary Electric 995 Eae Note Number Of Units 1 Location Attic Performance Adjustment 100 Percent Load Served 50 Heat: Oil:Hyd-air105,,85% SystemType Fuel-fired air distribution Fuel Type Fuel oil Rated Output Capacity (kBtuh) 105.0 Seasonal Equipment Efficiency 85.0 AFUE Auxiliary Electric 995 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 DHW: al.,oil indirect Water Heater Type Conventional Fuel Type Fuel oil REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 8 of 16 Building Summr Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.blg Mechanical Equipment Energy Factor 0.78 Recovery Efficiency 0.98 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 Cool: ACC, 30K, 14;5-SEEK System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 30.0 Seasonal Equipment Efficiency 14.5 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 'Location Attic Performance Adjustment 100 Percent Load Served 56 IC6ol: ,ACC, '24K, 14.5 SEER System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 24.0 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 44 REWRate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 9 of 16 Building Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.b1g DHW Efficiencies All bath faucets Et showers <= 2gpm false All DHW pipes fully insulated >= R-3 true Recirculation type None (standard system) Farthest fixture to DHW heater 62 TOTAL Pipelength for longest DHW run 92 DWHR unit present? false DHW Diagnostics dhwGpd 56.49 peRatio 1.03 dishwasherGpd 2.50 clothesWasherHotWaterGPD 4.52 EDeff 0.98 ewaste 29.51 tmains 60.00 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 10 of 16 Building Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.b1g Duct Systems Name 1st. Floor Conditioned Floor Area(sq ft) 1466.0 #of Returns 1 Heating System Oil Hyd-air105, 85% Cooling System ACC, 24K, 14.5 SEER Supply Duct Surface Area(sq ft) 148.4 Return Duct Surface Area(sq ft) 27.5 Duct Leakage Qualitative Assessment LtO Test Exemption claimed Duct Leakage to Outside Supply+Return Not Applicable Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage Not Applicable Type Location Percent Location R-Value Supply Conditioned space 100.0 8.0 Return Conditioned space 100.0 8.0 Name 2nd. Floor Conditioned Floor Area(sq ft) 1151.0 #of Returns 1 Heating System Oil Hyd-air105, 85% Cooling System ACC, 30K, 14.5 SEER Supply Duct Surface Area(sq ft) 116.5 Return Duct Surface Area(sq ft) 21.6 Duct Leakage Qualitative Assessment Not Applicable Duct Leakage to Outside Supply+Return 45.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage 45.00 CFM @ 25 Pascals REWRate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 11 of 16 J Building Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.blg Duct Systems Duct Tightness Test Postconstruction Test Type Location Percent Location R-Value Supply Attic, exposed 100.0 8.0 Return Attic, exposed 100.0 8.0 REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. Page 12 of 16 Diumilding Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.blg 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 4 Code Verification Tested Mechanical Ventilation for IAQ Type Exhaust Only Rate(cfm) 120 Sensible Recovery Efficiency(%) 0.00 Total Recovery Efficiency(%) 0.00 Hours per Day 15.0 Fan Power (watts) 23.00 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 13 of 16 Building Sumr Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.blg Lights,and'Appliances Rating/RESNET audit Ceiling Fan CFM/ Watt 0.00 Refrigerator kWh/yr 640 Refrigerator Location Conditioned Range/Oven Fuel Type Electric Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 275 Place Setting Capacity 12 Clothes Dryer Fuel Type Electric Location Conditioned Moisture Sensing No Energy Factor 3.01 Gas Energy Factor 2.67 Clothes Washer Location Conditioned LER (kWh/yr) 704 MEF 0.817 Capacity (CU.Ft) 2.847 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior CFLs% 100.0 Interior Fluorescent% 0.0 Exterior Lights% 100.0 Garage Lights% 100.0 REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. ' Page 14 of 16 Building Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.MR Mandatory Requirements, IECC Requirements Verified IECC 04 false Verified IECC 06 false Verified IECC 09 true Verified IECC 12 false Verified IECC 15 true Verified NY-ECCC 2010 true Verified IECC MI false 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 1 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 REWRate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 15 of 16 Building Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P1 5.3.b[g 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.S6lar 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 v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 16 of 16 4 R � I Vinnovation Assocates 285 Ripple Water Lane Southold HVAC Load Calculations for, Vinnovation Assocates 800 Snug Harbor Road Greenport N.Y.11944 iL-ryA-P-- RssmRItiiMAL HVAC LOAMS Prepared By: Robert B Delfino Energy Testing Services LLC 1648-A Locust Ave Bohemia N.Y.11716 631-244-2627 Friday, February 03, 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. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Page 2 Pro"ect Report General Pro'ect Information Project Filename: C:\Users\admin\AppData\Local\Elite Software\Rhvac 9Winnovation Assocates Lot#2 Ripplewater Southold.rh9 Project Title. Vinnovation Assocates 285 Ripple Water Lane Southold Designed By Robert Higgins Project Date. 2-3-17 Client Name: Vinnovation Assocates Client Address: 800 Snug Harbor Road Client City. Greenport N Y.11944 Client Phone 516-375-5872 Company Name: Energy Testing Services LLC Company Representative Robert B Delfino Company Address: 1648-A Locust Ave Company City. Bohemia N.Y.11716 Company Phone. 631-244-2627 Company Fax- 631-244-2629 Company E-Mail Address: r.b.delfino@energytestingservices.com Design Data Reference City: Suffolk County, New York Building Orientation. Front door faces Southwest Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 n/a n/a 70 n/a Summer- 83 71 56% 50% 75 30 Check Figures Total Building Supply CFM. 1,453 CFM Per Square ft.: 0.508 Square ft of Room Area: 2,858 Square ft. Per Ton: 775 Volume(ft') of Cond. Space: 24,935 FB'uilding Loads Total Heating Required Including Ventilation Air 48,083 Btuh 48.083 MBH Total Sensible Gain- 33,201 Btuh 83 % Total Latent Gain: 6,879 Btuh 17 % Total Cooling Required Including Ventilation Air- 40,080 Btuh 334 Tons(Based On Sensible+ Latent) 3.69 Tons(Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D All computed results are estimates as building use and weather may vary Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 1,2:56 PM Rhvac-Residential&Light Commercial HVAC Loads - Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Page-3 Miscellaneous Report System 1 1 System 1stfl 1 Zone 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 3017 System 2 2 System 2ndfl 1zone 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 001000 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: 8 in. 4 in. Maximum Height: 8 in. 8 in. Outside Air Data Winter Summer Infiltration Specified: 0.209 AC/hr 0.112 AC/hr 87 CFM 46 CFM Infiltration Actual: 0.167 AC/hr 0.031 AC/hr Above Grade Volume: X 24.935 Cu.ft. X 24.935 Cu.ft 4,171 Cu ft./hr 772 Cu.ft./hr X 0.0167 X 0.0167 Total Building Infiltration 70 CFM 13 CFM Total Building Ventilation: 150 CFM 150 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(34 CFM), Construction:Tight Summer Infiltration Specified 0.080 AC/hr(18 CFM), Construction. Tight ---System 2--- Infiltration&Ventilation Sensible Gain Multiplier: 8 78 = (1.10 X 0.998 X 8 00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier. 65.84 = (1.10 X 0.998 X 60.00 Winter Temp Difference) Winter Infiltration Specified 0 280 AC/hr(52 CFM), Construction: Semi-Tight Summer Infiltration Specified- 0.150 AC/hr(28 CFM), Construction: Semi-Tight Duct Load Factor Scenarios for System 2 Attic Duct Duct Surface From No. Type Description Location Ceiling Leakage Insulation Area , MDD 1 Supply Main Attic 16B 012 6 361 No 1 Return Main Attic 16B 0.24 6 67 No C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 ��111/// Pa e 4 Load Preview Report Sen Ss Sys Ss Duct Scope Ton Ton /Ton Area Gain Gam Gass Loss Htg Clg Act Sze CFM CFM CFM Buildinq 334 369 775 2,858 33,201 6,879 40,080 48,083 497 1,453 1,453 System 1 1.42 1.57 966 1,521 14,166 2,910 17,077 20,428 202 6.15 615 16x8 Ventilation 658 1,535 2,194 4,938 Zonal 1,521 13,508 1,375 14,883 15,490 202 615 615 16x8 1-1stfl Full Bath 83 967 200 1,167 1,675 22 44 44 1--4 2-Laundry 68 864 300 1,164 660 9 39 39 1--4 3-Rear Foyer 35 481 0 481 716 9 22 22 1--4 4-Kitchen/dinette 383 3,514 875 4,389 3,146 41 160 160 2--5 5-Den 247 2,392 0 2,392 2,679 35 109 109 1--6 6-Living Room 258 2,466 0 2,466 2,871 37 112 112 2--4 7-Lower foyer 208 807 0 807 1,378 18 37 37 1--4 8-Dining 239 2,017 0 2,017 2,365 31 92- 92 1--6 System 2 1 92 211 632 1,337 19,034 3,969 23,003 27,655 296 , 8_37 837 20x8 Ventilation 658 1,535 2,194 4,938 Duct Latent 770 770 Zonal 1,337 18,376 1,663 20,039 22,717 296 837 837 20x8 9-Bedroom#3 162 2,713 238 2,951 2,887 38 124 124 2--5 10-Bedroom#2 147 2,674 222 2,896 -2,487 32 122 122 2--4 11-Upper Foyer/hallway 260 2,188 23 2,211 3,177 '41 100 100 1--6 12-Main Bath 72 641 208 849 527 7' 29 29 1--4 13-Bedroom 4 185 2,747 239 2,986 2,960 39 125 125 2--5 14-Bedroom#4 wic 45 700 33 733 2,213 29 32 32 1--4 15-Master Bath 132 1,454 238 1,692 2,711 35 66 66 1--5 16-Master Wic 58 645 10 655 650 8 29 29 1--4 17-Master Bedroom 276 4,615 452 5,067 5,103 66 210 210 2--6 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold rh9 Friday, February 03, 2017, 12.56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Page 5 Duct Size Preview Room or Minimum Maximum Rough Design SP Duct Duct Ht Source g Clg Act Duct Duct Name Velocity VelocityFactor U100 Loss Velocity Length Flow Flow Flow I Size System 1 Supply Runouts Zone 1 1-1stfl Full Bath Built-In 450 750 001 01 5049 22 F 44 44 1--4 2-Laundry Built-In 450 750 001 01 451 1 9 39 39 1-4 3-Rear Foyer Built-In 450 750 001 01 2512 9 r7 22 22 1-4 4-Kitchen/dinette Built-In 450 750 001 01 5871 41 160 160 2--5 5-Den Built-In 450 750 001 01 5551 35 109 109 1--6 6-Living Room Built-In 450 750 001 01 6438 37 F71 12 112 2-4 7-Lower foyer Built-In 450 750 001 01 4214 18 37 37 1-4 8-Dining Built-In 450 750 001 01 4681 31 92 92 1--6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0 003 01 6924 202 6-1-511 615 16x8 System 2 Supply Runouts Zone 1 9-Bedroom#3 Built-In 450 750 001 01 4533 38 124 124 2--5 10-Bedroom#2 Built-In 450 750 001 01 698 32 F 122 122 2--4 11-Upper Foyer/hallway Built-In 450 750 001 01 5078 41 F 100 100 1--6 12-Main Bath Built-In 450 750 001 01 334.7 7 29 29 1--4 13-Bedroom 4 Built-In 450 750 001 01 4589 39 125 125 2--5 14-Bedroom#4 wic Built-In 450 750 001 01 3654 29 32 32 1-4 15-Master Bath Built-In 450 750 001 01 486 35 66 66 1--5 16-Master Wic Built-In 450 750 001 01 3367 8F--291 29 1-4 17-Master Bedroom Built-In 450 750 001 _ 01 5355 66 F 2101 210 2--6 Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0 003 01 7536 296837 1 837 20x8 Summary System 1 Heatinq Flow 202 Coollnq Flow 615 System 2 Heatinq Flow 296 Coolinq Flow- 837 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC ' Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Pa e 6 Total Building Summaly Loads Component Area Sen Lat Sen Total Description Quan Loss Gain Gain Gain 3A-b-o: Glazing-Double pane low-e(e=0.40), operable 430.2 8,001 0 9,737 9,737 window, metal frame with break, u-value 0.31, SHGC 0.3 11 P• Door-Metal-Polyurethane Core 55.5 967 0 306 306 12D-3sw: Wall-Frame, R-15 insulation in 2 x 4 stud 2394.4 10,201 0 1,410 1,410 cavity, R-3 board insulation, siding finish,wood studs FG16B. Roof/Ceiling-Under Attic with Insulation on Attic 1462.8 2,105 0 1,508 1,508 Floor(also use for Knee Walls and Partition Ceilings), Custom, R-41 insulation 1813-30: Roof/Ceiling-Roof Joists Between Roof Deck 276 563 0 122 122 and Ceiling or Foam Encapsulated Roof Joists, White or Light Color Asphalt Shingle,Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, R-30 blanket or loose fill custom19D2: Floor=Over enclosed unconditioned crawl 1927.8 3,632 0 484 484 space, Custom, R13 Insulation on exposed walls, spray foam insulation 20P-30: Floor-Over open crawl space or garage, Passive, 45 94 0 5 5 R-30 blanket insulation, any cover Subtotals for structure. 25,563 0 13,572 13,572 People: 5 1,000 1,150 2,150 Equipment- 1,775 12,750 14,525 Lighting: 0 0 0 Ductwork: 8,068 770 3,990 4,760 Infiltration:Winter CFM: 70, Summer CFM 13 4,576 263 112 375 Ventilation:Winter CFM- 150, Summer CFM: 150 9,876 3,070 1,317 4,387 Exhaust:Winter CFM. 100, Summer CFM- 100 AED Excursion: 0 0 310 310 Total Building Load Totals: 48,083 6,879 33,201 40,080 Check Figures Total Building Supply CFM: 1,453 CFM Per Square ft.: 0.508 Square ft. of Room Area: 2,858 Square ft Per Ton: 775 Volume(ft')of Cond. Space 24,935 FB-uildin.q Loads Total Heating Required Including Ventilation Air. 48,083 Btuh 48.083 MBH Total Sensible Gain: 33,201 Btuh 83 % Total Latent Gain: 6,879 Btuh 17 % Total Cooling Required Including Ventilation Air. 40,080 Btuh 334 Tons (Based On Sensible+Latent) 3.69 Tons(Based On 75% Sensible Capacity) Notes Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12.56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Pacie 7 Building Pie Chart Floor 8% Roof 6% Ventilation 21% Wall 21% Infiltration 10% Ductwork 17% Glass 17% Door 2% Floor 1% AED Excursion 1% Wall 4% Roof 4/o Ventilation 11% Infiltration 1% Ductwork 12% Glass 24% Door 1% People 5% Equipment 36% C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia,NY 11716 _ _ - Pa e 8 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 5,000 4,000 3,000 t M c m Z 2,000 1,000 0 0 1stfl Full Bath(29%) t Laundry(12%) �— Rear Foyer(0%) Kitchen/dinette(35%) ��- Den(50%) --+— Living Room(51%) —�— Lower foyer(10%) Dining(40%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day,for this graph and in Manual J glass gains are the only ones that fluctuate. C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia,NY 11716 Pacie 9 System 2 - Hourly Room Net Gain - - System 2 Hourly Room Net Gain 6,000 5,000 4,000 r m c 3,000 m z 2,000 1,000 0 0 Bedroom#3(19%) --� Bedroom#2(20%) —�— Upper Foyer/hallway(35%) �– Main Bath(0%) Bedroom 4(19%) �— Bedroom#4 wic(0%) --e-- Master Bath(27%) ❑ Master Wic(0%) Master Bedroom(28%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof,wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software'Development,Inc. Energy Testing Services LLC ' Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Page 10 Detailed Room Loads - Room 1 - 1stfl Full Bath Avera e Load Procedure General Calculation Mode: Htg &clg. Occurrences: 1 Room Length. n/a System Number: 1 Room Width: n/a Zone Number. 1 Area 82.8 sq ft Supply Air: 44 CFM Ceiling Height. 9.0 ft Supply Air Changes: 3.5 AC/hr Volume- 745.5 cu.ft Req Vent. Clg 0 CFM Number of Registers: 1 Actual Winter Vent.:, 8 CFM Runout Air: 44 CFM Percent of Supply • 18 % Runout Duct Size: 4 in. Actual Summer Vent.: 5 CFM Runout Air Velocity 505 ft./min. Percent of Supply: 12 % Runout Air Velocity: 505 ft./min Actual Winter Infil.: 3 CFM Actual Loss. 0.288 in wg./100 ft Actual Summer Infil.: 0 CFM Item Area, -U- 'Htg Sen Clg Lat Sen Description Quantity'. Value: HTM Loss HTM . Gain Gain NE-Wall-12D-3sw 5.1 X 9 299 0.071 4.3 127 0.6 0 18 NW-Wall-12D-3sw 13.9 X 9 125.2 0 071 4.3 533 0.6 0 74 SW-Wall-12D-3sw 5.9 X 9 52.7 0.071 4.3 225 06 0 31 NE-GIs-3A-b-o shgc-0.3 0%S 16 0 310 186 298 21.1 0 338 UP-Ceil-FG16B 1 X 82 8 828 0.024 1.4 119 1.0 0 85 Floor-custom 19D2 82.8 X 1 82.8 0 076 1 9 156 0.3 0 21 . Subtotals for Structure 1,458 0 567 Infil :Win.: 3 3, Sum : 0.0 224 0 969 217 0.000 0 0 Equipment- 200 400 Room Totals: 1,675 200 967 C•\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12 56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLCVinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 It, Pae 11 Detailed Room Loads - Room 2 - Laund (Average Load Procedure General Calculation Mode: Htg &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number. 1 Area: 68.0 sq ft. Supply Air: 39' CFM Ceiling Height: 9.0 ft Supply Air Changes 3.9 AC/hr Volume: 612.0 cu.ft Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air. 39 CFM Percent of Supply.: 8 % Runout Duct Size: 4 in Actual Summer Vent.. 5 CFM Runout Air Velocity: 451 ft./min. Percent of Supply: 12 % Runout Air Velocity. 451 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.230 in wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg Seri Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-12D-3sw 7 2 X 9 57.7 0.071 4.3 246 06 0 34 NE-GIs-3A-b-o shgc-0.3 0%S 6.8 0.310 18.6 126 21.0 0 143 UP-Ceil-FG16B 1 X 68 68 , 0.024 14 98 1 0 0 70 Floor-custom19D2 68 X 1 68 0.076 1.9 128 0.3 0 17 Subtotals for Structure: 598 0 264 Infil.:Win.. 0.9, Sum.- 0 0 64 0.961 62 0.000 0 0 Equipment. 300 600 Room Totals: 660 300 864 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Pae 12 Detailed Room Loads - Room 3 - Rear Foyer Average Load Procedure General Calculation Mode: Htg &clg Occurrences: 1 Room Length* n/a System Number: 1 Room Width: n/a Zone Number 1 Area: 35.0 sq.ft. Supply Air: 22 CFM Ceiling Height: 9.0 ft. Supply Air Changes. 4.2 AC/hr Volume: 315.0 cu ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 22 CFM Percent of Supply • 16 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity. 251 ft/min. Percent of Supply: 12 % Runout Air Velocity: 251 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.073 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain SW-Wall-12D-3sw 7.2 X 9 44.5 0.071 43 190 0.6 0 26 SW-Door-11 P 3 X 6.7 20 0.290 17.4 348 5.5 0 110 UP-Ceil-FG16B 1 X 35 35 0.024 .1.4 50 1.0 0 36 Floor-custom19D2 35 X 1 35 0.076 1 9 66 0.3 0 9 Subtotals for Structure: 654 - 0 181 Infil.: Win.: 0.9, Sum.: 0.0 64 0 961 62 0.000 0 0 Equipment: 0 300 Room Totals: 716 0 481 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Pae 13 Detailed Room Loads - Room 4 - Kitchen/dinette Average Load Procedure General Calculation Mode- Htg &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number 1 Area: 383.0 sq.ft. Supply Air: 160 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.8 AC/hr Volume. 3,447.0 cu ft. Req.Vent Clg• 0 CFM Number of Registers: 2 Actual Winter Vent. 15 CFM Runout Air- 80 CFM Percent of Supply.: 10 % Runout Duct Size: 5 in. Actual Summer Vent.: 20 CFM Runout Air Velocity: 587 ft/min. Percent of Supply: 12 % Runout Air Velocity: 587 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.283 in.wg./100 ft. Actual Summer Infil . 0 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-12D-3sw 22.7 X 9 131.7 0.071 4.3 561 0.6 0 78 NW-Wall-12D-3sw 2 9 X 9 26.2 0.071 4.3 112 0.6 0 15 SE-Wall-12D-3sw 2.9 X 9 26.2 0.071 4.3 112 06 0 15 NE-GIs-3A-b-o shgc-0.3 0%S 72.6 0.310 18.6 1,350 21.1 0 1,531 UP-Ceil-FG16B 1 X 28 28 0.024 1.4 40 1.0 0 29 Floor-custom19D2 383 X 1 383 0.076 1.9 722 03 0 96 Subtotals for Structure: 2,897 0 1,764 Infil..Win.- 3 8, Sum.- 0.0 257 0.970 249 0.000 0 0 Equipment 875 1,750 Room Totals 3,146 875 3,514 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12.56 PM Rhvac-Residential&Light Commercial HVAC Loads �\ Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Pae 14 Detailed Room Loads - Room 5 - Den Avera e Load Procedure General Calculation Mode, Htg. &clg. Occurrences* 1 Room Length: n/a System Number- 1 Room Width: n/a Zone Number. 1 Area- 247.0 sq ft Supply Air: 109 CFM Ceiling Height. 9.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 2,2230 cu.ft. Req.Vent. CIg. 0 CFM Number of Registers- 1 Actual Winter Vent: 13 CFM Runout Air: 109 CFM Percent of Supply.. 12 % Runout Duct Size: 6 in Actual Summer Vent.: 13 CFM Runout Air Velocity: 555 ft./min. Percent of Supply- 12 % Runout Air Velocity: 555 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.197 in wg./100 ft Actual Summer Infil.: 0 CFM Item Area -u-, Htg Sen Clg Lat Sen Description Quantity Value HTM, Loss HTM Gain Gain SE-Wall-12D-3sw 16 X 9 123.1 0.071 43 524 0.6 0 73 NE-Wall-12D-3sw 15.3 X 9 1071 0 071 43 456 0.6 0 63 NE-GIs-3A-b-o shgc-0.3 0%S 31 0.310 18.6 577 21.1 0 654 SE-GIs-3A-b-o shgc-0.3 0%S 20.7 0.310 18.6 384 26.1 0 540 Floor-custom19D2 247 X 1 247 0.076 1 9 465 03 0 62 Subtotals for Structure: 2,406 0 1,392 Infil.:Win.:4.1, Sum.: 0.0 282 0.969 273 0.000 0 0 Equipment: 0 1,000 Room Totals: 2,679 0 2,392 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 1256 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vinriovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Page,15 Detailed Room Loads - Room 6 - Living Room Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length, n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 258.0 sq.ft. Supply Air: 112 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 2,3220 cu ft. Req Vent. Clg• 0 CFM Number of Registers- 2 Actual Winter Vent.: 14 CFM Runout Air: 56 CFM Percent of Supply.: 12 % Runout Duct Size. 4 in. Actual Summer Vent.: 14 CFM Runout Air Velocity: 644 ft./min. Percent of Supply: 12 % Runout Air Velocity: 644 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.465 in wg./100 ft. Actual Summer Infil.: 0 CFM .Item Area -U- Htg Sen Clg -.-Lat Sen Description Quantity Value' HTM Loss HTM Gain Gain SE-Wall-12D-3sw 17.3 X 9 125 0.071 43 532 0.6 0 74 S-Wall-12D-3sw 14.4 X 9 99 0.071 4.3 422 0.6 0 58 SE-GIs-3A-b-o shgc-0.3 0%S 31 0.310 18.6 577 26.1 0 810 S-GIs-3A-b-o shgc-0.3 0%S 31 0.310 18.6 577' 14.8 0 459 Floor-custom19D2 258 X 1 258 0.076 1.9 486 0.3 0 65 Subtotals for Structure: 2,594 0 1,466 Infil. Win.:4.2, Sum.: 0.0 286 0.969 277 0.000 0 0 Equipment- 0 1,000 Room Totals: 2,871 0 2,466 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 k Pae 16 Detailed Room Loads - Room 7 - Lower foyer Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences- 1 Room Length: n/a System Number. 1 Room Width: n/a Zone Number: 1 Area 208.0 sq.ft. Supply Air: 37 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 12 AC/hr Volume. 1,872.0 cu.ft. Req.Vent. Clg 0 CFM Number of Registers. 1 Actual Winter Vent.: 7 CFM_ Runout Air: 37 CFM Percent of Supply.: 18 % Runout Duct Size: 4 in. Actual Summer Vent.. 4 CFM Runout Air Velocity: 421 ft/min. Percent of Supply: 12 % Runout Air Velocity: 421 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0201 in.wg./100 ft. Actual Summer Infil.. 0 CFM Item Area -U- Htg Sen Clg, Lat Sen Description Quantity Value HTM, Loss HTM Gain Gain SW-Wall-1 2D-3sw 10.7 X 9 73.6 0.071 4.3 314 06 0 43 NW-Wall-12D-3sw 1 8 X 9 165 0.071 43 70 0.6 0 10 SE-Wall-12D-3sw 1.8 X 9 16.5 0.071 4.3 70 06 0 10 SW-Door-11 P 3 X 6.7 20 0.290 17.4 348 55 0 110 SW-GIs-3A-b-o shgc-0.3 0%S 3.1 0.310 186 58 26.1 0 82 Floor-custom19D2 208 X 1 208 0.076 1.9 392 0.3 0 52 Subtotals for Structure: 1,252 0 307 Infil.:Win • 1.9, Sum.: 0.0 130 0.971 126 0.000 0 0 Equipment: 0 500 Room Totals: 1,378 0 807 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Pae 17 Detailed Room Loads - Room 8 - Dining Avera e Load Procedure General Calculation Mode- Htg. &clg. Occurrences. 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 239.0 sq ft. Supply Air. 92 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 2,151.0 cu.ft. Req Vent. Clg- 0 CFM Number of Registers: 1 Actual Winter Vent: 11 CFM Runout Air: 92 CFM Percent of Supply.: 12 % , Runout Duct Size: 6 in Actual Summer Vent.: 11 CFM Runout Air Velocity: 468 ft./min. Percent of Supply. 12 % Runout Air Velocity: 468 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.141 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U Htg - Sen: CIO 'Lat Seri Descri tion• Quantity Value: HTM Loss HTM Gain Gain SW-Wall-12D-3sw 13.5 X 9 90.5 0.071 4.3 386 0.6 0 53 NW-Wall-12D-3sw 17.7 X 9 1597 0.071 4.3 680 0.6 0 94 SW-GIs-3A-b-o shgc-0.3 0%S 31 0.310 18.6 577 26.1 0 810 Floor-custom19D2 239 X 1 239 0.076 1.9 450 0.3 0 60 Subtotals for Structure: 2,093 0 1,017 Infil.: Win.:4.1, Sum.: 0.0 281 0 967 272 0.000 0 0 Equipment: 0 1,000 Room Totals: 2,365 0 2,017 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03,2017, 12.56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc' Energy Testing Services LLC Vinnovat ion Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 - Pae 18 Detailed Room Loads - Room 9 - Bedroom #3 (Average Load Procedure General Calculation Mode- Htg &clg. Occurrences: 1 Room Length n/a System Number: 2 Room Width: n/a Zone Number: 1 Area 162.0 sq ft. Supply Air- 124 CFM Ceiling Height: 80 ft. Supply Air Changes 5.7 AC/hr Volume- - 1,2960 cu ft Req.Vent Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 10 CFM Runout Air. 62 CFM Percent of Supply: 8 % Runout Duct Size. 5 in. Actual Summer Vent 11 CFM Runout Air Velocity 453 ft./min. Percent of Supply: 9 % Runout Air Velocity: 453 ft/min Actual Winter Infil • 7 CFM Actual Loss- 0.170 in.wg./100 ft. Actual Summer Infil • 2 CFM Item _ Area -U Htg Sen ,Cl :Lat. Sen DekN tion Quantity Value, HTM'- Loss HTM Gain Gain NW-Wall-12D-3sw 11.6 X 8 658 0.071 4.3 280 06 0 39 NE-Wall-12D-3sw 11.9 X 8 95 0 071 4.3 405 0.6 0 56 NW-GIs-3A-b-o shgc-0 3 0%S 27 0.310 18.6 502 21.1 0 570 UP-Ceil-FG16B 1 X 162 162 0.024 1.4 233 1 0 0 167 Subtotals for Structure. 1,420 0 832 Infil.:Win.-6 7, Sum.. 1.9 188 2 353 442 0.085 38 16 Ductwork: 1,025 589 AED Excursion: 46 People: 200 lat/per, 230 sen/per: 1 200 230 Equipment: 0 1,000 Room Totals: 2,887 238 2,713 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12`56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC ' Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Pae 19 Detailed Room Loads - Room 10 - Bedroom #2 Average Load Procedure General Calculation Mode: Htg &cig Occurrences. 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number- 1 Area: 147.0 sq.ft. Supply Air. 122 CFM Ceiling Height: 80 ft. Supply Air Changes: 6.2 AC/hr Volume- 1,176.0 cu.ft Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 8 CFM Runout Air. 61 CFM Percent of Supply.: 7 % Runout Duct Size: 4 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 698 ft/min. Percent of Supply: 9 % Runout Air Velocity: 698 ft/min. Actual Winter Infil.. 4 CFM Actual Loss: 0.546 in.wg./100 ft Actual Summer Infil.: 1 CFM Item Area -U-' Htg Sen Cig Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-12D-3sw 13.7 X 8 83 0.071 4.3 354 0.6 0 49 NE-GIs-3A-b-o shgc-0.3 0%S 27 0.310 18.6 502 21.1 0 570 UP-Ceil-FG16B 1 X 147 147 0.024 1.4 212 1.0 0 152 Floor-custom19D2 147 X 1 147 0.076 1 9 277 0.3 0 37 Subtotals for Structure: 1,345 0 808 Infil :Win.: 3.9, Sum.: 1.1 110 2.355 259 0.091 22 10 Ductwork: 883 581 AED Excursion. 45 People:200 lat/per,230 sen/per 1 200 230 Equipment 0 1,000 Room Totals: 2,487 222 2,674 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Wil/ Page 20 Detailed Room Loads - Room 19 - Upper Foyer/hallway (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences 1 Room Length' n/a System Number: 2 Room Width n/a Zone Number: 1 Area: 260.0 sq.ft Supply Air: 100 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 2,080.0 cu ft Req Vent. CIg 0 CFM Number of Registers- 1 Actual Winter Vent.: 10 CFM Runout Air. 100 CFM Percent of Supply : 11 % Runout Duct Size 6 in. Actual Summer Vent 9 CFM Runout Air Velocity 508 ft./min Percent of Supply: 9 % Runout Air Velocity: 508 ft/min. Actual Winter Infil.: 4 CFM Actual Loss: 0.165 in wg./100 ft. Actual Summer Infil • 1 CFM [Item Area -U- Htg °: Sen Clg Lat Sen Description Quantity, Value HTM, Loss HTM Gam Gain SW-Wall-12D-3sw 10 7 X 8 56 0.071 43 239 0.6 0 33 SE-Wall-12D-3sw 1.7 X 8 14 0.071 4.3 60 06 0 8 NW-Wall-12D-3sw 1.7 X 8 14 0.071 4.3 60 0.6 0 8 SW-GIs-3A-b-o shgc-0.3 0%S 30- 0.310 18.6 558 26.1 0 784 UP-Ceil-FG16B 1 X 260 260 0 024 1.4 374 1 0 0 268 Floor-custom19D2 260 X 1 260 0.076 1.9 490 0.3 0 65 Subtotals for Structure: 1,781 0 1,166 Infil :Win.-4.1, Sum. 1 1 114 2 351 268 0 088 23 10 Ductwork 1,128 475 AED Excursion: 37 Equipment 0 500 Room Totals: 3,177 23 2,188 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vmnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Pacip 21 Detailed Room Loads - Room 12 - Main Bath (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 72.0 sq.ft. Supply Air: 29 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.0 AC/hr Volume: 576.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 29 CFM Percent of Supply.: 6 % Runout Duct Size: 4 in. Actual Summer Vent- 3 CFM Runout Air Velocity: 335 ft./min. Percent of Supply. 9 % Runout Air Velocity: 335 ft/min. Actual Winter Infil.: 1 CFM Actual Loss: 0.128 in.wg./100 ft Actual Summer Infil.. 0 CFM Item Area -U- ,. Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NW-Wall-12D-3sw 4.7 X 8 37.6 0.071 43 160 0.6 0 22 UP-Ceil-FG16B 1 X 64 64 0.024 1.4 92 1.0 0 66 Subtotals for Structure: 252 0 88 Infil.:Win.: 1.3, Sum.: 0.4 38 2.340 88 0 080 8 3 Ductwork: 187 139 AED Excursion: 11 Equipment 200 400 Room Totals: 527 208 641 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC LoadsC Elite Software Development,Inc. Energy Testing Services LLC Vmnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Pa e 22 Detailed Room Loads - Room 93 - Bedroom 4 (Average Load Procedure General . Calculation Mode: Htg &clg. Occurrences. 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 1850 sq ft. Supply Air: 125 CFM Ceiling Height- 8.0 ft Supply Air Changes- 5.1 AC/hr Volume: 1,480.0 cu ft. Req.Vent. Clg. 0 CFM Number of Registers. 2 Actual Winter Vent.. 10 CFM Runout Air: 63 CFM Percent of Supply.: 8 % Runout Duct Size: 5 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 459 ft./min. Percent of Supply: 9 % Runout Air Velocity- 459 ft/min Actual Winter Infil • 7 CFM Actual Loss 0.174 in wg/100 ft. Actual Summer Infil 2 CFM [ItemArea -U- , Htg,F° Seri, Clg Lat, Sen Description- Quant'it` Value ,HTM Loss HTM` Gain- Gain NW-Wall-12D-3sw 10 2 X 8 54.3 0 071 4.3 231 06 0 32 SW-Wall-12D-3sw 13 6 X 8 1088 0.071 4.3 463 0.6 0 64 NW-GIs-3A-b-o shgc-0 3 0%S 27 0 310 18.6 502 21 1 0 570 UP-Ceil-FG16B 1 X 185 185 0 024 1.4 266 1.0 0 191 Subtotals for Structure-, 1,462 0 857 Infil •Win :6.8, Sum.: 1.9 190 2 352 447 0.089 39 17 Ductwork- 1,051 596 AED Excursion: 46 People:200 lat/per,230 sen/per: 1 200 230 Equipment 0 1,000 Room Totals: 2,960 239 2,747 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold rh9 Friday, February 03,2017, 12.56 PM Rhyac-Residential&Light Commercial HVAC Loads Elite Software'Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Page 23 Detailed Room Loads - Room 14 - Bedroom #4 wic (Avera- e Load Procedure General Calculation Mode Htg. &clg. Occurrences, 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 45.0 sq.ft. Supply Air: 32 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.3 AC/hr Volume: 360.0 cu.ft. Req.Vent. CIg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 7 CFM Runout Air. 32 CFM Percent of Supply.: 23 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity 365 ft./min. Percent of Supply: 9 % Runout Air Velocity: 365 ft./min. Actual Winter Infil.: 6 CFM Actual Loss: 0 152 in wg/100 ft. Actual Summer Infil : 2 CFM Item I Are =U- Htg Sen Clg n Lat Sen Description Quanti Value HTM Loss HTM Gain Gain NW-Wall-12D-3sw 6.5 X 8 36.4 0.071 4.3 155 06 0 21 NE-Wall-12D-3sw 6.8 X 8 54.4 0.071 4.3 232 0.6 0 32 SW-Wall-1 2D-3sw 6.8 X 8 54.4 0.071 4.3 232 0.6 0 32 NW-Door-11 P 2.3 X 6.7 15.6 0.290 17.4 271 55 0 86 UP-Ceil-FG16B 1 X 45 45 0 024 1.4 65 1.0 0 46 Floor-20P-30 45 X 1 45 0.035 2.1 94 0.1 0 5 Subtotals for Structure- 1,049 0 222 Infil.:Win.: 5.7, Sum.- 1.6 161 2.351 378 0.087 33 14 Ductwork: 786 152 AED Excursion: 12 Equipment: 0 300 Room Totals- 2,213 33 700 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads �\ Elite Software Development,Inc. Energy Testing Services LLC 7!N Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 age 24 Detailed Room Loads - Room 15 - Master Bath (A vera, Load Procedure General Calculation Mode. Htg &clg Occurrences: 1 Room Length: n/a System Number. 2 Room Width: n/a Zone Number: 1 Area- 132.0 sq.ft Supply Air. 66 CFM Ceiling Height 8.0 ft. Supply Air Changes: 38 AC/hr Volume: 1,056.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers. 1 Actual Winter Vent- 9 CFM Runout Air 66 CFM Percent of Supply.. 14 % Runout Duct Size 5 in. Actual Summer Vent.: 6 CFM Runout Air Velocity 486 ft./min. Percent of Supply- 9 % Runout Air Velocity. 486 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.195 in.wg./100 ft. Actual Summer Infil.: 2 CFM Item Area -U- Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain NE-Wall-12D-3sw 13.7 X 8 87.6 0.071 4.3 373 0.6 0 52 SE-Wall-12D-3sw 9.8 X 8 78.4 0.071 4.3 334 0.6 0 46 NE-GIs-3A-b-o shgc-0.3 0%S 22 0.310 18.6 409 21 1 0 464 UP-Ceil-FG16B 1 X 132 132 0.024 1.4 190 1 0 0 136 Subtotals for Structure: 1,306 0 698 Infil.: Win :6.7, Sum.: 1.9 1 188 2 351 442 0.085 38 16 Ductwork- 963 316 AED Excursion: 25 Equipment: 200 400 Room Totals: 2,711 238 1,454 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold rh9 Friday, February 03, 2017, 12:56 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC ��, Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 ■� Page 25 Detailed Room Loads - Room 16 - Master Wic (Average Load Procedure General Calculation Mode- Htg &clg Occurrences: 1 Room Length n/a System Number: 2 Room Width n/a Zone Number: 1 Area. 58.0 sq.ft. Supply Air. 29 CFM Ceiling Height: 80 ft Supply Air Changes: 3.8 AC/hr Volume: 464.0 cu ft. Req.Vent. Clg: 0 CFM Number of Registers 1 Actual Winter Vent.: 2 CFM Runout Air 29 CFM Percent of Supply: 7 % Runout Duct Size. 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity. 337 ft./min Percent of Supply: 9 % Runout Air Velocity. 337 ft./min Actual Winter Infil.: 2 CFM Actual Loss: 0 130 in.wg./100 ft. Actual Summer Infil - 1 CFM Item Area -U-' Htg - Sen `Cid L"at Sen. Description" Quanti -Value: HTM` Loss, HTM Gain Gain SE-Wall-12D-3sw 6.3 X 8 50.7 0.071 4.3 216 0.6 0 30 UP-Ceil-FG16B 1 X 58 58 0.024 1.4 84 1.0 0 60 Subtotals for Structure, 300 0 90 Infil.:Win.: 1.8, Sum.: 0.5 51 2.349 119 0 079 10 4 Ductwork: 231 140 AED Excursion 11 Equipment- 0 400 Room Totals: 650 10 645 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 1256 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 *J/ Pa a 26 Detailed Room Loads - Room 17 - Master Bedroom Average Load Procedure General Calculation Mode: Htg &clg Occurrences: 1 Room Length- n/a System Number: 2 Room Width. n/a Zone Number: 1 Area: 276.0 sq ft. Supply Air: 210 CFM Ceiling Height 10.0 ft. Supply Air Changes- 4.6 AC/hr Volume: 2,760.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 17 CFM Runout Air: 105 CFM Percent of Supply • 8 % Runout Duct Size: 6 in. Actual Summer Vent.: 19 CFM Runout Air Velocity: 535 ft/min. Percent of Supply: 9 % Runout Air Velocity: 535 ft./min. Actual Winter Infil.: 9 CFM Actual Loss 0.183 in.wg./100 ft Actual Summer Infil.: 3 CFM Item Area - -U- Htg' Seri Clg Lat Sen Description . Quantity Value, HTM Loss HTM Gain Gain SE-Wall-12D-3sw 16 9 X 8 108.2 0.071 4.3 461 0.6 0 64 SW-Wall-12D-3sw 14.7 X 8 90.6 0.071 4.3 386 0.6 0 53 SE-GIs-3A-b-o shgc-0.3 0%S 27 0.310 18.6 _ 502 26.1 0 706 SW-GIs-3A-b-o shgc-0.3 0%S 27 0.310 18.6 502 26.1 0 706 UP-Ceil-FG16B 1 X 196 196 0.024 1.4 282 1.0 0 202 UP-Roof-1813-30 1 X 276 276 0.034 20 563 0.4 0 122 Subtotals for Structure: 2,696 0 1,853 Infil.:Win.: 9.0, Sum.:2.5 253 2.354 595 0.087 52 22 Ductwork: 1,812 1,002 AED Excursion: 78 People: 200 lat/per,230 sen/per: 2 400 460- Equipment. 0 1,200 Room Totals: 5,103 452 4,615 C'\Users\admin\DocumentsWinnovation Assocates Lot'#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12.56 PM 0 Rhvac-Residential&Light Commercial HVAC Loads �,,�\ Elite Software Development,Inc. Energy Testing Services LLC 7!N Vinnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Page 27 S stem 9 Room Load Summaly 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 1 stfl Full Bath 83 1,675 22 1-4 505 967 200 44 44 2 Laundry 68 660 9 1-4 451 864 300 39 39 3 Rear Foyer 35 716 9 1-4 251 481 0 22 22 4 Kitchen/dinette 383 3,146 41 2-5 587 3,514 875 160 160 5 Den 247 2,679 35 1-6 555 2,392 0 109 109 6 Living Room 258 2,871 37 2-4 644 2,466 0 112 112 7 Lower foyer 208 1,378 18 1-4 421 807 0 37 37 8 Dininq 239 2,365 31 1-6 468 2,017 0 92 92 Ventilation 4,938 658 1,535 System 1 total 1,521 20,428 202 14,166 2,910 615 615 System 1 Main Trunk Size: 16x8 in. Velocity: 692 ft./min Loss per 100 ft.: 0.099 in wg FC%olinq System Summary Cooling Sensible/Latent Sensible Latent Total Tons-- Slit Btuh Btuh Btuh Net Required: 1.42 83%/17% 14,166 2,910 17,077 Recommended: 1.57 75%/25% 14,166 4,722 18,889 Equipment Data Heating System Cooling System Type: Fuel Oil Boiler Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM ' Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Vmnovation Assocates 285 Ripple Water Lane Southold Bohemia NY 11716 Page 28 S stem 2 Room Load Summaly 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--- 9 Bedroom#3 162 2,887 38 2-5 453 2,713 238 124 124 10 Bedroom#2 147 2,487 32 2-4 698 2,674 222 122 122 11 Upper •260 3,177 41 1-6 508 2,188 23 100 100 Foyer/hallway 12 Main Bath 72 527 7 1-4 335 641 208 29 29 13 Bedroom 4 185 2,960 39 2-5 459 2,747 239 125 125 14 Bedroom#4 wic 45 2,213 29 1-4 365 700 33 32 32 15 Master Bath 132 2,711 35 1-5 486 1,454 238 66 66 16 Master Wic 58 650 8 1-4 337 645 10 29 29 17 Master Bedroom 276 5,103 66 2-6 535 4,615 452 210 210 Ventilation 4,938 658 1,535 Duct Latent 770 System 2 total 1,337 27,655 296 19.034 3,969 837 837 System 2 Main Trunk Size: 20x8 in. Velocity: 754 ft./min Loss per 100 ft. 0 107 in.wg F—Cooling System Summary Cooling Sensible/Latent Sensible Latent Total Tons Split 'Btuh Btuh Btuh Net Required: 1.92 83%/17% 19,034 3,969 23,003 Recommended: 2.11 75%/25% 19,034 6,345 25,379 Equipment Data Heating System Cooling System Type: Fuel Oil Boiler Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM ® O v ® — STR.0 CTU u �, o :. VLJOIST SERIES %,1.5ELVL Floor Joist : = 4 , LVL till I � T - 1 105 E9'/z" 11%" 14" RESIDENTIAL FLOOR SPANS Meets 2012 IRC R 501.3&2015 IRC 302.1 - Fire Protection /R�eguireme L/360 ALLOWABLE RESIDENTIAL FLOOR SPANS-40 PSF LIVE LOAD AND 1S PSF DEAD LO N Grade Size Simple Span Multi le Span 12"o.c. 16"o.c. 19.2"o.c. 12"o.c. 16"o.c. 19.2"o.c. r . `'1'/i,'z.9'/x" _ 19'=3" -- '17'=9 , 16'-11'_ - „ 1'-b". 18'=9": 1T=1 23'=9". "21'-11-"- 20'-10°'? "'26'=7"; 23'-0" - .20'-0 2T-9" - 25-7" 30'=.11 24'-1° 20-0„r L/480 ALLOWABLE RESIDENTIAL FLOOR SPANS-40 PSF LIVE LOAD AND 15 PSF DEAD LOAD Grade Size Simple Span Multiple Span 12”o.c. 16"o.c. 19.2"o.c. 12"o.c. 16"o.c. 19.2"o.c. 1'/2"z 9':" - 11'-5" 16,-2". 15'-4" 19,-6" -'I V-1 „1T=1 1.5E 2'x l l%a"- 21'-7" 19'=11"::" 18'=11 24'-2"- 27-3"- 20'4" r? 1%s"x,14" 25'=2' 2Y-3"_ [2T-1'1 -28'-'3" 24'=1:' 20'=0", Notes: -- _ - 1 Table values apply to uniformly loaded,residential floor joists 13E LVL Reference Design Values(') 2. Spon is measured from face to inside edge of bearing Modulus of Elastiaty,E=1500000 psi(?) 3 Deflection is limited to L/240 at total load and L/480 or L/360 at live load Bending(beam),Fb=2250 psi(3)(4) 4 Table values are based on glued and nailed sheathing panels(19/32").Use an ASTM D3498 Horizontal Shear(beam),Fv= 230 psi adhesive in accordance with the manufacturer's recommendations. Compression Perpendicular to 5. Provide of least 1%s"of hearing length at end supports,2"for spans in[brackets],and 3%" Grain(beam),Fu=750 psi(') at intermediate supports 6. Provide lateral restraint at supports(e.g.full-depth solid blocking,rim board)and along the 1l)Values apply to dry service conditions compression edge of each joist(e.g.floor sheathing). 2 Do not adjust for load duration 7. Use sizing software or consult a professional engineer to analyze conditions outside the scope (3)Adjust by(12/d)"'where d is the depth of the member[inches] of this table(e g commercial floors,different bearing conditions,concentrated loads)or for (4)Adjust by 1.04 for repetitive members as defined in the ANSI/AVIC NDS multiple span joists if the length of any span is less than half the length of an adjacent span 8 14"multiple-span joists require full-depth,solid blocking at!4-points along each span. 9. Table values are based on design properties adjusted to account for the Allowable Holes HOW TO U S E listed below 1. Round FLOOR SPAN TABLES 1. Round holes only.Holes must be dolled with a bit or cut with o hole saw 2 Maximum diameter=V3 of the beam depth 1. Select Simple Span or Continuous Span,as required 3. Maximum 2 holes per span 2. Find a span that meets or exceeds the required clear span 4 Minimum clearance from edge of hole to 3. Read the corresponding joist grade,size and spacing edge of adjacent hole-2 times the diameter of the larger hole Caution:For floor systems that require both simple span and continuous span edge of beam—%3 of the beam depth joists,it is a good idea to check both before selecting a joist Some conditions are face of support-6 inches controlled by continuous span rather than simple span. Simple(Single) Continuous(Multiple) Span Application Span Application o®/• n • span span span^ span—► d Cbrisider It tav For c c c icc c c c 4 1 61 1 c c cc c c c c i .II II II -.-EEWP2oo2i6.oais Client 84 Lumber Riverhead,NY Date 6/28/2017 Page 1 of 1 • M Project. Lot 2 Ripple Water Lane Designer Mike Redding ry. 4, isDesign Address- Southold,NY Job Name. 84 River-Ripple Water Job 0 Project# J1 1.5E PWLVL 1.500" X 11.875" - PASSED re'.FirstFloOr 1 1/2"LVL Joist Under Kitchen alts illi^4f6=it3 .lilllit3 tft 81E14et 2 ILL[ 4 L 7/8" 1 SPF 2 LVL 3 SPF 15'8" 117'6" 1 1/2" 33'2" Member Information Reactions Ib(Uplift) Type. Joist Application Floor Brg Live Dead Snow Wind Const Spacing* 16"o c Design Method ASD 1 397 156 0 0 0 Moisture Condition. Dry Building Code* IBC/IRC 2015 2 1208 437 0 0 0 Deflection LL 480 Load Sharing No 3 360 136 0 0 0 Deflection TL 720 Deck 3/4 APA Rated Sturd-I- Importance Normal FloorPlywood Nailed Temperature Temp<=100"F and Glued Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld Comb. 1-SPF 5 500" 18% 156/465 621 L_ D+L 2-LVL 5 250" 28% 437/1208 1645 LL D+L Analysis Results 3-SPF 5 500" 16% 136/414 550 _L D+L Analysis Actual Location Allowed Capacity Comb Case Neg Moment-2701 ft-Ib 15'8" 6624 ft-Ib 0408(41%) D+L LL Unbraced -2701 ft-Ib 15'8" 2701 ft-Ib 1.000 D+L LL (100%) Pos Moment 1963 ft-Ib 6'11 1/8" 6624 ft-Ib 0.296(30%) D+L L_ Shear 7751b 14'8 1/8" 2731 Ib 0.284(28%)D+L LL LL Defl inch 0 175(U1176) 24'9 3/16" 0 430(U480) 0410(41%)L _L TL Defl inch 0.216(U956) 24'115/16" 0.286(L/720) 0.750(75%)D+L L Design Notes 1 Compression edge bracing required at 78"o c.or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1 15 Wind 1 6 Const 1 25 Comments 1 Uniform 1-4-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF 2 Part.Uniform 0-0-0 to 2-6-0 10 PLF 0 PLF 0 PLF 0 PLF 0 PLF 3 Part Uniform 0-0-0 to 15-8-0 0 PLF 10 PLF 0 PLF 0 PLF 0 PLF 4 Part.Uniform 6-0-0 to 10-0-0 10 PLF 10 PLF 0 PLF 0 PLF 0 PLF Notes cheirvcals s For flat roofs provide proper drainage to prevent Manufacturer Info Eastern Engineered Wood Calculated structured Designs Is responsive only of the Handling&Installation ponding Pacific Woodtech Corp Products structural adequacy of this component based on the t LVL beams=at not becut orcinfled 1850 Park Lane 1245 Easton Road,PA design cnteda and loadngs shown Itis the 2 Refer to manufacturer's product mforni Burlington,WA 98233 18015 responsibility of the customer and/or the contractor to regarding installation requirements, multi-ply ensure the component suilabibty of the -tended fastening detzds,beam strengtli values,and coda (886)707-2285 application,and to vanity the dimensions and mads approvals www paaficwoodtech com /A Lumber 3 Damaged Beams=at not be used APA PR-1-233,ICC-ES ESR-2909 1 Dry service conditions,unless noted otherwise 4 Design assumes top edge is laterally rest-ned V 2 LVL not to be treated with fire retardant or c000ave 5 Provide lateral support at beanng points to avoid lateral dsplacement and mtstlon Version 17 40.088 Powered by iStructTu Client 84 Lumber Riverhead,NY Date 6/28/2017 Page 1 of 1 isDesignTM Project Lott Ripple Water Lane Designer Mike Redding Address. Southold,NY Job Name 84 River-Ripple Water Job 0 Project IN J2 1.5E PWLVL 1.500" X 11.875" - PASSED "or-1 1/2"LVL Joist under Dinette r €>r s......r_�_...__� .,._.gf—' __---__--_-' . .rsu,•• _ .-_ r,o rs _�........'•- 11 7/8e 17-1 1 SPF 2 SPF 18'6" 1 1/2" 18'6" Member Information Reactions Ib(Uplift) Type Joist Application Floor Brg Live Dead Snow Wind Const Spacing 16"o c Design Method ASD 1 493 185 0 0 0 Moisture Condition Dry Budding Code IBC/IRC 2015 2 493 185 0 0 0 Deflection LL: 480 Load Sharing. No Deflection TL 360 Deck 3/4 APA Rated Sturd-I- Importance. Normal FloorPlywood Nailed and Glued Temperature Temp<=100°F Bearings Bearing Length Cap React D/L Ib Total Ld.Case Ld.Comb 1-SPF 3 500" 30% 185/493 678 L D+L 2-SPF 3 500" 30% 186/493 678 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb. Case Moment 3039 ft-lb 9'3" 6624 ft-Ib 0.459(46%) D+L L Shear 5951b 17'4 3/8" 27311b 0.218(22%) D+L L LL Defl inch 0.322(L/679) 9'3 1/16" 0.455(1-1480) 0.710(71%)L L TL DO inch 0.443(L/494) 9'3 1/16" 0.607(U360) 0730(73%)D+L L Design Notes 1 Bottom braced at bearings ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1.6 Const 1 25 Comments 1 Uniform 1-4-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Notes chemicals 6 For flat roofs provide proper drainage to prevent Manufacturer Info Eastern Engineered Wood Calculated Structured Designs Is responsible only of the Handling&Installation ponding Pacific Woodlech Corp Products structural adequacy of this component based on the f LVL beams must not be art or drilled 1850 Park Lane 1245 Easton Road,PA design cntena and loadings shown It is the 2 Refer to manufacturers product Information Burlington,WA 98233 18015 responsbil"y of the customer and/or the contractor to regarding Installation requirements multi-ply ensure the component swtabihty, of the intended fastening deteds,beam strength values,and code (888)707-2285 appticaoon,and to venfythe dimensions and loads approvals www paclftcwoodtech com A Lumber 3 Damaged Be ams must not be used APA PR-1-233,ICC-ES ESR-2909 1 Dry service conditions,unless noted otherwise Design aswmes top edge is laterally restrained �VP 2.LVL not to be treated with fire retardant or corrosive rotation 5 Provide lateral support bearing paints to avoid lateral displacement and Version 17 40 088 Powered by i5truct- � / Client84 Lumber Riverhead,NY Date 6/28/2017 Page 1 of 1 isDesignTM Project. Lot 2 Ripple Water Lane Designer. Mike Redding Address Southold,NY Job Name* 84 River-Ripple Water Job C) �f p�+ Protect# J3 1.5E PWLVL 1.500" X 11.315" - PASSED Level LevelFlrstFloor-11/2"LVL Joist Under Living Room/Den l q11 , �ldi '� � i ! in -, 1 SPF 2 LVL 3 SPF 15'8" 17'6" �1 1/2" 33'2" Member Information Reactions Ib (Uplift) Type Joist Application Floor Brg Live Dead Snow Wind Const Spacing 16"ox Design Method ASD 1 310 116 0 0 0 Moisture Condition Dry Building Code IBC/IRC 2015 2 1087 408 0 0 0 Deflection LL. 480 Load Sharing No 3 371 139 0 0 0 Deflection TL 360 Deck* 3/4 APA Rated Sturd-I- Importance Normal FloorPlywood Nailed and Glued Temperature Temp<=100"F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb 1-SPF 5 500" 14% 116/378 494 L_ D+L 2-LVL 5 250" 25% 408/1087 1495 LL D+L Analysis Results 3-SPF 5 500" 16% 139/414 554 _L D+L Analysis Actual Location Allowed Capacity Comb. Case Neg Moment-2450 ft-Ib 15'8" 6624 ft-Ib 0.370(37%)D+L LL Unbraced -2450 ft-Ib 15'8" 2454 ft-Ib 0.998 D+L LL (100%) Pos Moment 1921 ft-Ib 257 3/8" 6624 ft-Ib 0290(29%) D+L _L Shear 7001b 167 7/8" 27311b 0.256(26%) D+L LL LL Defl Inch 0.175(L/1176) 24'9 3/16" 0.430(L/480) 0.410(41%) L _L TL Defl inch 0 220(L/937) 24'11" 0.573(L/360) 0380(38%) D+L L Design Notes 1 Compression edge bracing required at 818"o c or less. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1 6 Const 1.25 Comments 1 Uniform 1-4-0 15 PSF 40 PSF 0 PSF 0 PSF 0 PSF Notes chemicals 6 For gat roofs provide proper drainage to prevent Manufacturer Info Eastern Engineered Wood Calculated Structured Designs is responsible only or the Handling&Installation ponding Pacific Woodtech Corp Products structural adequacy of the component based an the f LVL beams must not be cut or drilled 1850 Park Lane 1245 Easton Road,PA design cntena and loadings shown It is the 2 Refer to manufacturers product informatron Burlington,WA 98233 18015 resp.m"bMy of the customer and/or the contractor toregarding mstagabon requirements, mulb-pN ensure the component suitability of the intended fastening detals,beam strength values,and code (888)707-2285 applicaban,and to verify the dimensions and loads approvals www pactficwoodtech com Lumber 3 Damaged Beams—at not b...d APA PR-L233,ICC-ES ESR-2909 \C9 1 D serwce conditions,unless noted othemnse 4 Oesgn assumes top edge is laterally restra led V Dry 5 Prowde lateral support at bearing paints to avoid 2 LVL not to be treated wnh fire retardant or corrosive lateral displacement and rotation Version 17 40 088 Powered by iStructT`^ + � Client. 84 Lumber Riverhead,NY Date: 6/28/2017 Page 1 of 1 isDesign Project. Lot Ripple Water Lane Designer Mike Redding Address Southold,NY Job Name, 84 River-Ripple Water Job 0 Project#. J4 1.5E PWLVL 1.500" X 11.875" - PASSED Level First Floor-1 1/2"LVL Joist Under Foyer it ;' ! k1C `, R~ . 4__ � 1� '_- = 11 7/8 1 LVL 2 SPF 18'11/4" 11/2" 19' Member Information Reactions Ib(Uplift) Type* Joist Application• Floor Brg Live Dead Snow Wind Const Spacing. 16"o.c. Design Method ASb 1 506 316 0 0 0 Moisture Condition. Dry Building Code. IBC/IRC 2015 2 507 317 0 0 0 Deflection LL 480 Load Sharing, No Deflection TL 360 Deck 3/4 APA Rated Sturd-l- Importance: Normal FloorPlywood Nailed and Glued Temperature. Temp<=100°F Bearings Bearing Length Cap. React D/L Ib Total Ld.Case Ld.Comb. 1-LVL 5.250" 14% 316/506 822 L D+L 2-SPF 5 500" 24% 317/507 824 L D+L Analysis Results Analysis Actual Location Allowed Capacity Comb Case Moment 3666 ft-Ib 9'5 7/8" 6624 ft-Ib 0.553(55%) D+L L Shear 711 Ib 1'3 3/8" 2731 Ib 0.260(26%) D+L L LL Defl Inch 0 335(U658)' 9-515/16" 0.460(U480) 0730(73%) L L TL Defl Inch 0.545(U405) 9-515/16" 0 613(U360) 0.890(89%) D+L L Design Notes 1 Bottom braced at bearings. ID Load Type Location Trib Width Dead 0.9 Live 1 Snow 1.15 Wind 1 6 Const.1.25 Comments 1 Uniform 14-0 25 PSF 40 PSF 0 PSF 0 PSF 0 PSF Notes chemicals 6.For flat roofs provide proper drainage to prevent Manufacturer Info Eastern Engineered Wood Celalated Structured Designs Is responsible only of the Handling&Installation ponding Pacific Woodtech Carp Products structural adequacy of this component based an the f LVL beams must not be cut ordn0ed 1850 Park Lane 1245 Easton Road,PA design criteria and loadings shown It Is the 2-Refer to manufacturer's product Information Burlington,WA 98233 18015 responsibility of the customer and/or die contractor to rega�ng Installation requirements, mulb-ply ensure the component suitability of the intended fastening,detads,beam strength values,and code (888)707-2285 application,and to verify the dimensions and loads approvals www paaficwoodtech corn pw Lumber 3 Damaged Beams must not be used APA PR-1233,ICC-ES ESR-2909 1 D sem conditions,unless noted othervnse 4 Deslgnaswmes top edge is laterally restrained V Dry 5 Prowde lateral support at bearing points to avoid 2 LVL not to be treated with fire retardant or corrosive lateral displacement and rotation Version 17 40 088 Powered by iStruct- Building Summary Property RIF�s/' Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285• Vinnovation Assocates Ripple Water Lane Southold-P15.3.blg tis'" - ,'i•�,., '_"y, '+�_.•r.�.'a•' - n a, ,Pro ert�'/Buitde.r�lnform .P, :�,°_..,.-,. - ay,.^ _ .r.,.. ,c<< ..,•;t`,'�tJ" - .3,• - ..+:. *c.Y-:Q' .:�':..2:' -!a=...t.. .a., Building Name Owners Name Vinnovation Assocates Property Address 285 Ripple Water Lane City, St, Zip Southold, NY 11971 Phone Number 516-375-5872 Builder's Name Vinnovation Assocates Phone Number 516-375-5872 Email Address Plan/Model Name 2 Story Community/Development Single ft Seperate Permit Date/Number 0 `an>tzat�on�lnf_orma >t n :�}:a Organization Name Energy Testing Services LLC Address 1648 Locust Ave. City, St, Zip Bohemia, NY 11716 Phone Number 631.244.2627 Website iu 1ES ET..1 nfor=mat�o" Rahn R N '•YY Provider ID 1998-146 Sample Set ID 0000 Registry ID Raters Name Robert B Delfino Rater's ID 2652967 Raters Email r.b.delfino@energytestingservices.com Rating Date 2-3-17 Rating Type Projected Rating Reason for Rating New Home Rating Number 1595 REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Duflflding Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.blg �In B `a f Ge 'er� uilds'�i�` format>lon�, Area of Conditioned. Space(sq ft) 2617 Volume of Conditioned. Space 36952 Year Built 2017 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A ';Qit>IjoxMftn�.W.sr xa-�^u<tla�Insor: r::a_tmio;-yqn, _ ,,1f-tem.,a , . .,... .... .., t.... .....y .... .+. ..,... .. .. .r ,. Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) FOUNDATION R13closed cell Cond->ambient/grr 147.0 9.0 7.0 2.0 0.051 0.072 foam FOUNDATION IGW 1113closed cell Cond->garage/gmd 30.0 9.0 7.0 2.0 0.051 0.072 foam * Uo Value Combo combines wall, airfilm, and soil path '-t-s`.t ne`�'% -F.f.. h+:.'.t,_ - ih•, ••i. i3 'k - .tit.'-ry- :..•�. �Fiundat�onrWall.Labra� ~L�st"b:_ Foundation Wall: R13closed cell foam Type Solid concrete or stone Thickness(in) 10.0 Studs None Interior Insulation Continuous R-Value 13.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall Exterior Insulation REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 2 of 16 ` . Owl, ° ~� ° �� NN� ��0� �� NN��)8�y�� .�w0NN�� N � �Q0N�� l� �� Property Organization HERS VinnovabonAusocates Energy Testing Services LLC Projected Rating 285Ripple Water Lane 631.244'I627 2'3'17 Southold, NY 11971 Robert BDeUlno Rating No:1505 Rater|D:2652967 Weather:Mineola, NY Builder 0190VinnovabonAasocates285 VinnovatinnAssocates Ripple Water Lane Southold-P15'3.big ^ R4aiue 0.0 Ins top 0.Dftfrom top ofwatt Ins bottom U'Oftfrom top ofwall Note RBD'08'06'09 Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Gradeft) Perimeter(ft) Perimeter(ft) Perimeter(ft) SLAB Uninsulated stab 1466 7.0 177 177 0 Stab Floor: UDins0lated stab Stab Covering None Perimeter Insulation (R'Vaiue) 0.0 Perimeter Insulation Depth (ft) O'U Under-SiabInsulation (R'Vaiue) 0.0 Under'Siab Insulation Width (ft) 0.0 Stab Insulation Grade 1 ' Radiant Stab No Note Name Library Entry Location Area(sq ft) Uo Value INT GARAGE CEILING R30,FG2,X-16 Btwn cond Et garage 36 0.042 Floor: R30'FG2'X'16 Information From Quick Fill Screen [ontinousInsulation R'Voiue 0.0 Cavity Insulation R-Value 30'0 Cavity Insulation Thickness (in.) 9'0 Cavity Insulation Grade 2 Joist Size (wxh, in) 1'5x9'3 Joist Spacing U16 (in 'O REWRate' Residential Energy Analysis and Rating Software v15'3 This information does not constitute any warranty ofenergy cost orsavings. (D 1985'2016 Noresco, Boulder, Colorado. Page 3of16 1 ! Building Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-1315.3.big -v3:,:.):: " .:,f ,.iia:`'.`.:: .. ..• :k:.Y. - ,C,„r.�_'�'"'vS"'.:.>. 'S G �:':y 4 ^i Yl �,i(' ..�f} : .f?;-F'i'. ~'v' :'� ��da• •4'sSja ' +.is."i.. .51�F.: :3�: "k•...`.s'E}.z:!. !y.t,-;d,y.. ,t_..�.s>w.ifr:::.1:' i` F.`.`'' .".. 'J AxSN .w..-"..,,�._... -- '� Framing Factor- (default) 0.1300 Floor Covering HARDWOOD Note Updated Grade 2 AP 11/1/05 Y., tE' ..fes 3�. -`�h.y_ .�,a :A.ti :3:.^':`5.' )ri- _ - .i'4'i•.i,+ 'i nLo-: ..-7 ' �-b .3.. t �! o-m do Rim and'Ba":d'Jost of r i" rw4 Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade BAND JOIST Cond -> 102.00 3.0 15.0 3.5 16.0 1 0.053 ambient BAND JOIST IGW Cond -> garage 30.00 0.0 15.0 3.5 16.0 1 0.063 RIM JOIST Cond > 147.00 0.0 13.0 2.0 16.0 1 0.078 ambient RIM JOIST IGW Cond > garage 30.00 0.0 15.0 2.0 16.0 1 0.073 R �^ _ .....- R,-:. ...^- . 1 -11 .. R - „r- o;. Name Library Entry Location Exterior Color Area(sq ft) Uo Value WALLS R15,FG2,4-16,+3 Cond -> ambient Medium 2571.00 0.064 IGW R15,FG2,4-16 Cond -> garage Medium 270.00 0.084 77 x,Ty..,,,. "y�,. '�.i� •;i,.* a{ Ary ;f:,:'+ •'A- - .1y» Above.-Grade:Wall.:Libra"" St Above-Grade Wall: R15,FG2,4-16,+3 Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 3.0 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 New Grade II BH 10/24/05 Above-Grade Wall: R15,FG2,4-16 Information From Quick Fill Screen REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 4 of 16 DURding Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.big R b � 'Grade 1NaUL><bra ,L�st= ��% 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 Updated Grade II BH 10/24/05 �- Window Inform 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 FRONT AGWall1 Southwes 0.310 0.300 172.00 0.0 0.0 0.0 0.85 0.70 None None RIGHT AGWall1 Southeast 0.310 0.300 78.00 0.0 0.0 0.0 0.85 0.70 None None RIGHT' FndWall1 Southeast 0.450 0.600 6.25 0.0 0.0 0.0 0.85 0.70 None None BACK AGWall1 Northeast 0.310 0.300 186.00 0.0 0.0 0.0 0.85 0.70 None None BACK FndWall1 Northeast 0.450 0.600 5.32 0.0 0.0 0.0 0.85 0.70 None None LEFT AGWall1 Northwes 0.310 0.300 15.00 0.0 0.0 0.0 0.85 0.70 None None LEFT AGWall1 Northwes 0.450 0.600 2.70 0.0 0.0 0.0 0.85 0.70 None None - .Dbor•.<Inforim" :r Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area FRONT DOOR R4 fiber glass`*** AGWaLL 1 20.0 0.168 4.0 Yes INT GARAGE DOOR R5 steel insul AGWaLL 2 18.0 0.168 5.0 No EXT BASEMENT DOOR R5 steel insul FndWall 1 20.0 0.168 5.0 No •Roof.Info .ma on," _.� 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 FLATS R30+11,FGX,8 1091.00 1363.75 Medium No Attic 0.027 No No REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 5 of 16 Duilding Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.b1g �k rj',^6 t'.•il. '.Ro f�tnfo mato 2�,,A�� 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 VALUTED R30,FG2,10-1E 200.00 200.00 Medium No Vaulted 0.044 No No ATTIC R30,FG1,X-16 6.00 7.50 Medium No Attic 0.040 No No HATCH �s wtb •Y 'a Ceiling: R30+11,FGX,8-16 w Information From Quick Fill Screen Continous Insulation (R-Value) 11.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note quick-fill by MP 11/04/05 Ceiling: R3O,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 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: R3O,FG1,X-16 Information From Quick Fill Screen REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 6 of 16 tsuilding Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RateriD:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.blg ..,t--}""_'�i�'^k t' .�""£�,.(••'`sw .i'* .''r, ...1 'si' ^fit.,:^a.:.*.1°.t ".1. , ' fl.'�`;.rb:+i.t":rin Aj +.:.Y•:. Y',.-�-- 4 •3: Roo b 't.•= :.t. Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note quick-fill by MP 11/04/05 ,r YEA Sk di``"ht,Infoi-lnatTon� � �� . J,�., ': "'ti:.,�:ss:>.'.:=~� • .�::,',a��":.ice+* _. =�:• _. Name Roof Orientation U-Value SHGC Area(sq ft) Winter Summer Pitch[?/12] Assignment Shading Shading BATH ROOM Roof 1 Northwest 0.450 0.550 8.0 1.00 1.00 8 SKYLIGHT REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 7 of 16 A 1 Building u r Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.bLg ;.s' w..r:;w..as"„>..1� :'wr^-� t.:.,i-.- 4�_..a'c; .� �+',. ''%.'i :Y{'- '�}'� 7 r �'a- 'z - =✓c+... t r..: Nlechan�eat•E({ .qu� {r"''' ',.::F. 1�'„{,•�' 'sem.. 'S' _ -tS' 'S v.'�'.�a __......>..':'a:—.....,,..J..�....?.:.-. , Number of Mechanical Systems 5 Heating SetPoint(F) 68.00 Heating Setback Thermostat Present Cooling SetPoint(F) 78.00 Cooling Setup Thermostat Present q ;• �!~ .r.�r. -I a, '>•frA `f, ti<ti• `',.`rx 'Y. SystemType Fuel-fired air distribution Fuel Type Fuel oil Rated Output Capacity (kBtuh) 105.0 Seasonal Equipment Efficiency 85.0 AFUE Auxiliary Electric 995 Eae Note Number Of Units 1 Location Attic Performance Adjustment 100 Percent Load Served 50 ..Oil N::d-air1 5F 5/=� SystemType Fuel-fired air distribution Fuel Type Fuel oil Rated Output Capacity (kBtuh) 105.0 Seasonal Equipment Efficiency 85.0 AFUE Auxiliary Electric 995 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 'i�t •�-f r f� - o` �-�- D 50 al it n H. W.' rg- Water Heater Type Conventional Fuel Type Fuel oil REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 8 of 16 ` ' Building ° ��00� N�� N �N��o�T�� "=�� N �n�� N0Q�� 0 � Q0 � QM�iM 1� �� Property Organization HERS YinnovationAssocatex Energy Testing Services LLC Projected Rating 385Ripple Water Lane 631.244'2627 2'3'17 Southold, NY 11971 Robert BDeUlno Rating No:1595 Rater|D:2652967 VYeather:NUneoia' NY Builder 0198VinnovabonAssucates285 VlnnovabnnAasocates Ripple Water Lane Southold-P15'3.bbg Energy Factor 0.78 Recovery Efficiency 0.98 Water Tank Size (gaibnns) 50 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) ]U.O Seasonal Equipment Efficiency 14'5 SEER Sensible Heat Fraction (SHF) 0'70 Note Number Of Units 1 Location Attic Performance Adjustment 100 Percent Load Served 56 System Type Air conditioner FueiType Electric Rated Output Capacity (kBtuh) 24'0 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 44 REkWRa1e' Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. (D1985'2016Nuresco, Boulder, Colorado. Page 9of16 Building Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.b1g S All bath faucets R showers <=2gpm false All DHW pipes fully insulated >= R-3 true Recirculation type None (standard system) Farthest fixture to DHW heater 62 TOTAL Pipelength for longest DHW run 92 DWHR unit present? false DHW Diagnostics dhwGpd 56.49 peRatio 1.03 dishwasherGpd 2.50 clothesWasherHotWaterGPD 4.52 EDeff 0.98 ewaste 29.51 tmains 60.00 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 10 of 16 M t ' Id'ng Summary W1 1 Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.big Name 1 st. Floor Conditioned Floor Area(sq ft) 1466.0 #of Returns 1 Heating System Oil Hyd-air105, 85% Cooling System ACC, 24K, 14.5 SEER Supply Duct Surface Area(sq ft) 148.4 Return Duct Surface Area(sq ft) 27.5 Duct Leakage Qualitative Assessment LtO Test Exemption claimed Duct Leakage to Outside Supply+Return Not Applicable 'Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage Not Applicable Type Location Percent Location R-Value Supply Conditioned space 100.0 8.0 Return Conditioned space 100.0 8.0 Name 2nd. Floor Conditioned Floor Area(sq ft) 1151.0 #of Returns 1 Heating System Oil Hyd-air105, 85% Cooling System ACC, 30K, 14.5 SEER Supply Duct Surface Area(sq ft) 116.5 Return Duct Surface Area(sq ft) 21.6 Duct Leakage Qualitative Assessment Not Applicable Duct Leakage to Outside Supply+Return 45.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Total Duct Leakage 45.00 CFM @ 25 Pascals REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. Page 11 of 16 cul �diSummary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.b[g %San <, Oi ut m •1^ .mom- Duct Tightness Test Postconstruction Test Type Location Percent Location R-Value Supply Attic, exposed 100.0 8.0 Return Attic, exposed 100.0 8.0 REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. Page 12 of 16 Duit'ding Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 Rater ID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.big .. Y..: ..T —+.'.Y .,»✓''a""",�[.�.i?� _ ..p`y.ro 'h- a - Ft.,. Infi ration 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 4 Code Verification Tested Mechanical Ventilation for IAQ Type Exhaust Only Rate(cfm) 120 Sensible Recovery Efficiency(%) 0.00 Total Recovery Efficiency(%) 0.00 Hours per Day 15.0 Fan Power(watts) 23.00 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. Page 13 of 16 511h ui � ;n Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.big Li t -- AP, Bance f,: Rating/RESNEf audit Ceiling Fan CFM/ Watt 0.00 Refrigerator kWh/yr 640 Refrigerator Location Conditioned Range/Oven Fuel Type Electric Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 275 Place Setting Capacity 12 Clothes Dryer Fuel Type Electric Location Conditioned Moisture Sensing No Energy Factor 3.01 Gas Energy Factor 2.67 Clothes Washer Location Conditioned LER (kWh/yr) 704 MEF 0.817 Capacity (CU.Ft) 2.847 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior CFLs% 100.0 Interior Fluorescent% 0.0 Exterior Lights% 100.0 Garage Lights% 100.0 REM/Rate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. Page 14 of 16 Building Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.b1g IECC Requirements Verified IECC 04 false Verified IECC 06 false Verified IECC 09 true Verified IECC 12 false Verified IECC 15 true Verified NY-ECCC 2010 true Verified IECC MI false 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 1 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 REWRate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. Page 15 of 16 Building Summary Property Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.b1g "`>-L<s•.f;�. ir�.7"°'�:. :'tv:;y-1>+3,;'4_aa„�,S<- .{ .r�C a . .,t., ';;�. sx,, .3..r mti'.. F�. �- , . -�ro.Ener'n -Read. . o �e4w• ��.; - .�.- .;�`.,.•ter F./'. ..n.. � '2 - ,i{"..7:i_ _ 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. P Volare _ - Actave<S -- 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 v15.3 This information does not constitute any warranty of energy cost or savings. 0 1985-2016 Noresco, Boulder, Colorado. Page 16 of 16 C:\Uoom\adm/n\OooumontsYVinnovabonA0000ab»uLot#2R/pplawntorSouthold rh8 Friday, February U3.2U17. 12:5OP[N Rhvac=;Residential&"LighfeCommercial;HVAC Loads : ;' Elite Software"Develo inept;Inc. P EnergyTesting, Vinnovation Assocates 285,Ripple Nater Lane•Southold` :Bohemia NY-`11716 Detailed Room Loads - Room 16 - Master Wic (Average Load Procedure Geriefal ;:°' f Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 58.0 sq.ft. Supply Air: 29 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.8 AC/hr Volume: 464.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 29 CFM Percent of Supply.: 7 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 337 ft./min. Percent of Supply: 9 % Runout Air Velocity: 337 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.130 in.wg./100 ft. Actual Summer Infil.: 1 CFM ;Item--Area Seri °.5, ti�fa " .. x4 .y, rte•.uY, "..iJ°. :Desai'tion`. Quariti >Ualuie aHT,M HTM SE-Wall-12D-3sw 6.3 X 8 50.7 0.071 4.3 216 0.6 0 30 UP-Ceil-FG16B 1 X 58 58 0.024 1.4 84 1.0 0 60 Subtotals for Structure: 300 0 90 Infil.:Win.: 1.8, Sum.: 0.5 51 2.349 119 0.079 10 4 Ductwork: 231 140 AED Excursion: 11 Equipment: 0 400 Room Totals: 650 10 645 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM 'Rhvac Residential;&:Light`CommerciahHVAC'Loads ra.. :,,_.: Elite Softvuare:Development;;lnc ' Ener' "lesting,Services�LLC Vlrinovation Assoeates 285°Ripple;UVater'Lane`Southold; 9Y Bohemia NY IIf6 ar<,,. z+.r. .Pa e.26 Detailed Room Loads - Room 17- Master Bedroom (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 276.0 sq.ft. Supply Air: 210 CFM Ceiling Height: 10.0 ft. Supply Air Changes: 4.6 AC/hr Volume: 2,760.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 17 CFM Runout Air: 105 CFM Percent of Supply.: 8 % Runout Duct Size: 6 in. Actual Summer Vent.: 19 CFM Runout Air Velocity: 535 ft./min. Percent of Supply: 9 % Runout Air Velocity: 535 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.183 in.wg./100 ft. Actual Summer Infil.: 3 CFM 'fgeaCig : LaI# r t, Des'c"ri`tion, Y; C2�ianfitUalue : r: HlIVI, Loss' _ :'tTMz},`.' ;Gari:_ n: SE-Wall-12D-3sw 16.9 X 8 108.2 0.071 4.3 461 0.6 0 64 SW Wall-12D-3sw 14.7 X 8 90.6 0.071 4.3 386 0.6 0 53 SE-GIs-3A-b-o shgc-0.3 0%S 27 0.310 18.6 502 26.1 0 706 SW-GIs-3A-b-o shgc-0.3 0%S 27 0.310 18.6 502 26.1 0 706 UP-Ceil-FG16B 1 X 196 196 0.024 1.4 282 1.0 0 202 UP-Roof-1813-30 1 X 276 276 0.034 2.0 563 0.4 0 122 Subtotals for Structure: 2,696 0 1,853 Infil.:Win.: 9.0, Sum.:2.5 253 2.354 595 0.087 52 22 Ductwork: 1,812 1,002 AED Excursion: 78 People:200 lat/per,230 sen/per: 2 400 460 Equipment: 0 1,200 Room Totals: 5,103 452 4,615 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold rh9 Friday, February 03, 2017, 12:56 PM Rtivac Residential&.Light Commercial HVACLoads" v" Elite Software Development;anc:' Energy Tgsting,Services LLC;-s.. • r,M,;'' ``` VinnovationeAssocates 285 RiplepWater Lane Southold .'Bohemia NY 11.7.16 S stem 1 Room Load Summa in"3tVis' �`:,.� Ht IN :. 'Run-*- —Rud'--e. ,CI' GILL" 'Min;' Acf 'Ht"' Duck: _ " Duck Sens, Lat" Room`d �.Y. 9 _ .'.z. 9s.r Y :Btufi No';Name: SF Stiiti. Mi, ---Zone 1--- 1 1 stfl Full Bath 83 1,675 22 1-4 505 967 200 44 44 2 Laundry 68 660 9 1-4 451 864 300 39 39 3 Rear Foyer 35 716 9 1-4 251 481 0 22 22 4 Kitchen/dinette 383 3,146 41 2-5 587 3,514 875 160 160 5 Den 247 2,679 35 1-6 555 2,392 0 109 109 6 Living Room 258 2,871 37 2-4 644 2,466 0 112 112 7 Lower foyer 208 1,378 18 1-4 421 807 0 37 37 8 Dining 239 2,365 31 1-6 468 2,017 0 92 92 Ventilation 4,938 658 1,535 System 1 total 1,521 20,428 202 14,166 2,910 615 615 System 1 Main Trunk Size: 16x8 in. Velocity: 692 ft./min Loss per 100 ft.: 0.099 in.wg 12Coalln:.� skem.SumMary,; �... . Totai" o' '`Serisille/Late'"t , : =Serisiiite : s Gaterif::'>' . tet...,,. ,,;_.: •;.t Net Required: 1.42 83%/17% 14,166 2,910 17,077 Recommended: 1.57 75%/25% 14,166 4,722 18,889 :E ui inent=Data Heating System Cooling System Type: Fuel Oil Boiler Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold rh9 Friday, February 03, 2017, 12:56 PM :Rfi"vac-Reside &tight Commercial HVAC;Loads- °'! _ Elite"S'oftware.Development;lnc. 'Energy TestingSeniices,LLC.., fi<< - :s. a6 A' . .;;° -_ ,,,, ,� Viniiovatiori�Assocates'285'Ripple�VUateriLane�_Soiithold• Boherimia',WY 11716. k '., .- - Pa S stem 2 Room Load Summaly - �s�.c ._r` ..Ht i ;_ :; Min 'A �^ 9, fl . zo Raom ' A�ea �.�-`Sens` ;' ,..,,... Lat=` CI ",<: Sys, r 9 ,X R ' h. r' GFMw. ,;.Size • >:Vel" °Btuti- . .:.` .Btuh:° t. .. CFM`'.:.Y CFM ---Zone 1-- 9 Bedroom#3 162 2,887 38 2-5 453 2,713 238 124 124 10 Bedroom#2 147 2,487 32 2-4 698 2,674 222 122 122 11 Upper 260 3,177 41 1-6 508 2,188 23 100 100 Foyer/hallway 12 Main Bath 72 527 7 1-4 335 641 208 29 29 13 Bedroom 4 185 2,960 39 2-5 459 2,747 239 125 125 14 Bedroom#4 wic 45 2,213 29 1-4 365 700 33 32 32 15 Master Bath 132 2,711 35 1-5 486 1,454 238 66 66 16 Master Wic 58 650 8 1-4 337 645 10 29 29 17 Master Bedroom 276 5,103 66 2-6 535 4,615 452 210 210 Ventilation 4,938 658 1,535 Duct Latent 770 System 2 total 1,337 27,655 296 19,034 3,969 837 837 System 2 Main Trunk Size: 20x8 in. Velocity: 754 ft./min Loss per 100 ft.: 0.107 in.wg Coolin� S' stem`Stirrima" " Gr :,Coblmjn atent �..'r�•. ,..1�- �,,; •.`,�'n: .9'``-`=;�- _� ens�ble-:. .,,::, '-L :- �,�T" %�Y !r,. ,F; 4 y u'«�•...,. _.z. '•^n:' 9"``"^"s x#'` '': fir:``s• x,t' _ '�5 j° Tons t , " Btuh:.nNLfiah,.; t3tuh Net Required: 83%/17% fired: 1.92 19,034 3,969 23,003 Recommended: 2.11 75%/25% 19,034.ML6,345 25,379 `�eiit,®af' S Y w•-. z,.. Heating System Cooling System Type: Fuel Oil Boiler Standard Air Conditioner Model: Indoor Model: Brand: Efficiency: 0 AFUE 0 SEER Sound: 0 0 Capacity: 0 Btuh 0 Btuh Sensible Capacity: n/a 0 Btuh Latent Capacity: n/a 0 Btuh C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold rh9 Friday, February 03, 2017, 12:56 PM 7ol - 0/ 2015 IECC Building UA Compliance Property ��EyE'�i' Organization HERS Vinnovation Assocates Energy Testing Services LLC Projected Rating 285 Ripple Water Lane 631.244.2627 2-3-17 Southold, NY 11971 Robert B Delfino Rating No:1595 RaterID:2652967 Weather:Mineola, NY Builder 0198Vinnovation Assocates 285 Vinnovation Assocates Ripple Water Lane Southold-P15.3.big Elements Insulation Levels 2015 IECC As Designed Shell UA Check Ceilings: 33.5 37.9 Skylights: 4.4 3.6 Above-Grade Walls: 159.5 176.8 Windows and Doors: 183.1 156.0 Floors Over Garage: 1.7 1.5 Basement Walls: 92.5 80.1 Overall UA(Design must be equal or lower): 474.8 455.9 Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check (per Section 403.3.1) PASSES Window U-Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1.2) 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 (2015 IECC) PASSES This home MEETS the overall thermal performance requirements and verifications of the International Energy Conservation Code based on a climate zone of 4A. (Section 402, International Energy Conservation Code, 2015 dition Name Robert B Delfino Signature Organization Energy Testing Services LLC Date 3 February 2017 REWRate- Residential Energy Analysis and Rating Software v15.3 This information does not constitute any warranty of energy cost or savings. © 1985-2016 Noresco, Boulder, Colorado. ` C:\Uuars\odmin\DonumantsYVnnovationAoonuoteeLot#2RipdewaterSouthold.rh9 Fhday, February O3. 2D17. 12:5OP&1 C:\Uoers\ndnin\DooumentsYVinnovaUnnAaanoateoLot#2Ripp|owatarSouUhold.rh8 Fridny, February O3. 2O17. 12:50PYN ` C.\UnersNadmin\DouumentsVinnovobonAeoouahaaLot AQFUpplewaterGoutho|d.dh8 Friday, February O3. 2O17. 12:60PM Rhvac, Residential,&'Light_Coinmercial HVAC Loads Elife•Software Development,Inc:� -Energy Testing,Services LLC..,:`: Vinnovafiori'As§ocates.285 Ripple Water'Lane'Soutliold ;Botiein'i' �NY J1'16 z- - Pa'e 6. Total Building Summajy Loads Com serif; _ Areas;" Seng Lat "Seri=p ;: : otaL PP .[ Descri 'tion--:_ ;. Quari '•, Loss=:. Gain's,'::' Gainr`.; U.Gairr 3A-b-o: Glazing-Double pane low-e(e=0.40), operable 430.2 8,001 0 9,737 9,737 window, metal frame with break, u-value 0.31, SHGC 0.3 11 P: Door-Metal-Polyurethane Core 55.5 967 0 306 306 12D-3sw:Wall-Frame, R-15 insulation in 2 x 4 stud 2394.4 10,201 0 1,410 1,410 cavity, R-3 board insulation, siding finish,wood studs FG1613: Roof/Ceiling-Under Attic with Insulation on Attic 1462.8 2,105 0 1,508 1,508 Floor(also use for Knee Walls and Partition Ceilings), Custom, R-41 insulation 1813-30: Roof/Ceiling-Roof Joists Between Roof Deck 276 563 0 122 122 and Ceiling or Foam Encapsulated Roof Joists, White or Light Color Asphalt Shingle,Any Wood Shake, Dark or Medium Color Tile, Slate or Concrete, Light or Unpainted Metal, Light or Silver Membrane, Light Tar and Gravel, R-30 blanket or loose fill custom19D2: Floor-Over enclosed unconditioned crawl 1927.8 3,632 0 484 484 space, Custom, R13 Insulation on exposed walls, spray foam insulation 20P-30: Floor-Over open crawl space or garage, Passive, 45 94 0 5 5 R-30 blanket insulation, any cover Subtotals for structure: 25,563 0 13,572 13,572 People: 5 1,000 1,150 2,150 Equipment: 1,775 12,750 14,525 Lighting: 0 0 0 Ductwork: 8,068 770 3,990 4,760 Infiltration:Winter CFM:70, Summer CFM: 13 4,576 263 112 375 Ventilation:Winter CFM: 150, Summer CFM: 150 9,876 3,070 1,317 4,387 Exhaust:Winter CFM: 100, Summer CFM: 100 AED Excursion: 0 0 310 310 Total Building Load Totals: 48,083 6,879 33,201 40,080 ,;. a+eg - .,,a•Yt nw _ - -t J:.�Yr .1.1 r - ih'v,.,".a.�i...(j.Y-" ' ..0 _ 7. Total Building Supply CFM: 1,453 CFM Per Square ft.: 0.508 Square ft. of Room Area: 2,858 Square ft. Per Ton: 775 Volume(ft3)of Cond. Space: 24,935 `Biiild'in Loads� �}� - 'Jr. Total Heating Required Including Ventilation Air: 48,083 Btuh 48.083 MBH Total Sensible Gain: 33,201 Btuh 83 % Total Latent Gain- 6,879 Btuh 17 % Total Cooling Required Including Ventilation Air: 40,080 Btuh 3.34 Tons(Based On Sensible+Latent) 3.69 Tons(Based On 75% Sensible Capacity) _.. >. .r Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold rh9 Friday, February 03, 2017, 12:56 PM RhVac'-;ReisidehtW&'LightC6 161HVAC TLoads Pad's6ftOre-DWe 'R 00,je Water Lane SoUth6ld hi� , VinnovatlohAsgocates2M, i acle 1' FB—Oding Pie Chart Floor 8% Roof 6% Ventilation 21% Wall 21% Infiltration 10% Ductwork 17% Glass 17% Door 2% Floor 1% AED Roof 4% Excursion 1% Wall 4% Ventilation 11% Infiltration 1% Ductwork 12% Glass 24% Door 1% People 5% Equipment 36% C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Wd 99:Z6 'LWZ 'Co/Genjgad 'Aepud 6gj*ploglnog ja;ennajddi�j Z#10-1 sa;eoossy uoilenouuin\sluownooa\ulwpe\sjasn\:o -alen}ong}eqj seuo Aluo eqj aie suie6 ssel6 £lenueW ui pue gdei6 sigl jol'Aap ay;;nogbnoiy; tien osIe suie6 poop pue llem'#ooj 'joog gBnoglly -sisay;uajed ul umogs si uie6;au io;uaojad ase uie6 sseIE) :a}oN (%oy)6wwa (%0 L)isAol jamol _q_ (%lg)wood 6ulnl1 (%04)u90 - -- N90 agauip/uayoli)q (%o)ja(o_q jean v (%ZL)lipunel —i-- (%6Z)Ulee Iln.1 61st 3_ 0 4 000'L 000'Z Z N d 7 m C Al S 000'8 000'4 000'9 uieE);aN woos ApnoH WGISAg ugeD jeN cuooa ApnoH - k coals S 1 9 G AN,eiwayo8. pto4;noS;auej.aa;eM ajddi�j=98Z sa;eoossd uoi}e`nouutn a ;r ,r _<; �71 saoiniag 6u1�`sa) 1Cs�au�;' ouj`;uauido;anaa aaenn;}og.a;�13 `.,;,.; r Y speo�'�tlAHaei��awuao�,;9�!`1'81�13uapisaa;-,oeny�j: ` C:\Uoans\adnin\Oocuments\VinnovaUonAoaooatenLot#2RipplewaterSouthod.rh8 Friday, February O3.2017. 12:58PK8 Rhvac=:Resideritial'A Light.Comriierciat HVAG"L 'is .- `>,.. °a•; - - nw,Softuvare Development,Inc. - , . neZoutholdEriargyTesng'§OMcesLLC Vinnovation Assocates 285 Ripple•Water L Bohemia iJY=11.716 '" <' Pa"e:10` Detailed Room Loads - Room 1 - Istfl Full Bath (Average Load Procedure :General_ �:F.,,:a`.• 3:`�' ,`t::" <. . Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 82.8 sq.ft. Supply Air: 44 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.5 AC/hr Volume: 745.5 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 8 CFM Runout Air: 44 CFM Percent of Supply.: 18 % Runout Duct Size: 4 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 505 ft./min. Percent of Supply: 12 % Runout Air Velocity: 505 ft./min. Actual Winter Infil.: 3 CFM Actual Loss: 0.288 in.wg./100 ft. Actual Summer Infil.: 0 CFM �uf .. s„ 4/... 4.` ?Item ',� ';r•�„s>. .,Area -t1-�. ;�' .�Fitg” =:Seii °,5 ", =:CIg�;_ Lat-;° Seri. t a;3 :::.3. Descnption.; z.; ;,Quaitiif:,.A :Uafue.. HTM'':. :••< Loss;.` HTM_.._ :Gain". ,Gain _._........_ . ,v. :. NE-Wall-12D-3sw 5.1 X 9 29.9 0.071 4.3 127 0.6 0 18 NW Wall-12D-3sw 13.9 X 9 125.2 0.071 4.3 533 0.6 0 74 SW Wall-12D-3sw 5.9 X 9 52.7 0.071 4.3 225 0.6 0 31 NE-GIs-3A-b-o shgc-0.3 0%S 16 0.310 18.6 298 21.1 0 338 UP-Ceil-FG16B 1 X 82.8 82.8 0.024 1.4 119 1.0 0 85 Floor-custom19D2 82.8 X 1 82.8 0.076 1.9 156 0.3 0 21 Subtotals for Structure: 1,458 0 567 Infil.:Win.: 3.3,Sum.:0.0 224 0.969 217 0.000 0 0 Equipment: 200 400 Room Totals: 1,675 200 967 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM [boherMaiWA-11,16 Rhvaa-Residential&L ight;Commercial HVAC Loads :- _ EliteSoftWare:Development;Inc" Ener Nesting Services,LLC. _ innovation Assocates,285°RippleWatpr Lane,Sodthold, µ^:"!Vi r Pae 11, Detailed Room Loads - Room 2 - Laund Avera e Load Procedure ;General: -,�, :fig_ - •,�`. �• Calculation Mode: Htg. &clg. Occurrences. 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 68.0 sq.ft. Supply Air: 39 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 39 AC/hr Volume: 612.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 3 CFM Runout Air: 39 CFM Percent of Supply.: 8 % Runout Duct Size: 4 in. Actual Summer Vent.: 5 CFM Runout Air Velocity: 451 ft./min. Percent of Supply: 12 % Runout Air Velocity: 451 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.230 in.wg./100 ft. Actual Summer Infil.: 0 CFM ;Area, A =.U'x:r�t ;Htgj:*�. rx;Sen`_ =°Ctg:$. La#;:"g: ,Seri,: r `ss : d HTM%. :Gains: `: Gain" Desch 6orr }. Qiaanti" .Value:, MTM._ :Lo NE-Wall-12D-3sw 7.2 X 9 57.7 0.071 4.3 246 0.6 0 34 NE-GIs-3A-b-o shgc-0.3 0%S 6.8 0.310 186 126 21.0 0 143 UP-Ceil-FG16B 1 X 68 68 0.024 1.4 98 1.0 0 70 Floor-custom19D2 68 X 1 68 0.076 1.9 128 0.3 0 17 Subtotals for Structure: 598 0 264 Infil.:Win.: 0.9, Sum.: 0.0 64 0.961 62 0.000 0 0 Equipment: 300 600 Room Totals: 660 300 864 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM f ' R4vac'=;Residential,&Light'Conimercial-'HVAC Loads.-. `> <x; Elite Software Developmenti,lnc." "Energy Testing'Services LLC `%, "'r' -wUinno'vation Assocates'285,Rippie,VVater•,LaneSouthold• Bohemia"NY 1.1716:... Pa a 13. Detailed Room Loads - Room 4 - Kitchen/dinette Overage Load Procedure e:f.4t,R. .r5?.+,• U X'. :General; •:� Calculation Mode: Ht &,clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 383.0 sq.ft. Supply Air: 160 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.8 AC/hr Volume: 3,447.0 cu.ft. I Req.Vent. Clg: 0 CFM Number of Registers: 2 I Actual Winter Vent.: 15 CFM Runout Air: 80 CFM Percent of Supply.: 10 % Runout Duct Size: 5 in. Actual Summer Vent.: 20 CFM Runout Air Velocity: 587 ft./min.I Percent of Supply: 12 % Runout Air Velocity: 587 ft./min.I Actual Winter Infil.: 4 CFM Actual Loss: 0.283 in.wg./100 ft. Actual Summer Infil.: 0 CFM :..y -U-::3` • '# .;Ht(`7. Lo i ss`.'. H NE-Wall-12D-3sw 22.7 X 9 131.7 0.071 4.3 561 0.6 0 ' 78 NW Wall-12D-3sw 2.9 X 9 26.2 0.071 4.3 112 0.6 0 15 SE-Wall-12D-3sw 2.9 X 9 26.2 0.071 4.3 112 0.6 0 15 NE-GIs-3A-b-o shgc-0.3 0%S 72.6 0.310 18.6 1,350 21.1 0 1,531 UP-Ceil-FG16B 1 X 28 28 0.024 1.4 40 1.0 0 29 Floor-custom19D2 383 X 1 383 0 076 1.9 722 0.3 0 96 Subtotals,for Structure: 2,897 0 1,764 Infil.:Win.: 3.8, Sum.: 0.0 257 0.970 249 0.000 0 0 Equipment: 875 1,750 Room Totals: 1 3,146 875 3,514 i I I I I I C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM I C-\Uaerotudmin\Documents\VinnovabonAoaouateaLot#2RipplewaterSouthold.rhS Friday, February 03, 2O1T. 12:50PM ' Rhyac Residential:&Light Commercial HVAC -Efite,S6 iEhergyjeitlngSe�icd6- iqn6v6tiofi,Aoca -6fid-S6qffi6Id4 Bohemia,'N7Y; e°1 5s Detailed Room Loads - Room 6 - Living Room (Avera-ge Load Procedure) Calculation Mode: Htg. &c1g. Occurrences: I Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 258.0 sq.ft. Supply Air: 112 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 2,322.0 cu.ft. Req.Vent. CIg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 14 CFM Runout Air: 56 CFM Percent of Supply.: 12 % Runout Duct Size: 4 in. Actual Summer Vent.: 14 CFM Runout Air Velocity: 644 ft./min. Percent of Supply: 12 % Runout Air Velocity: 644 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.465 in.wg./l 00 ft. Actual Summer Infil.: 0 CFM en Late"' i en 'A' J O-'s's-, .`Gain Gain: tio Quanti Ly SE-Wall-12D-3sw 17.3 X 9 125 0.071 4.3 532 0.6 0 74 S-Wall-1 2D-3sw 14.4 X 9 99 0.071 4.3 422 0.6 0 58 SE-GIs-3A-b-o shgc-0.3 O%S 31 0.310 18.6 577 26.1 0 810 S-GIs-3A-b-o shgc-0.3 O%S 31 0.310 18.6 577 14.8 0 459 Floor-customl 9D2 258 X 1 258 0.076 1.9 486 0.3 0 65 Subtotals for Structure: 2,594 0 1,466 Infil.:Win.:4.2,Sum.: 0.0 286 0.969 277 0.000 0 0 Equipment: 0 1,000 Room Totals: 2,871 0 2,466 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM C:\Uoars\admin\DooumentoYJnnovaUonAa0000taoLot#2FUpplewaterSouthold rhB Friday, February 03,2U17. 12:5UPM I.Rtivac=Residential°&Light_Cominercial HVAC Loads: Elite Software_Development;°Inc:` :Energy-Testing Service's-LLQ` r: ,;a' ;; Vinnovation As§ocates 285 Ripple Watei-Lane Southoldr b6h6mia IJY.11716. - - Pa e,1.7. Detailed Room Loads - Room 8 - Dining Average Load Procedure aGeneral. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 1 Room Width: n/a Zone Number: 1 Area: 239.0 sq.ft. Supply Air: 92 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 2.6 AC/hr Volume: 2,151.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 11 CFM Runout Air: 92 CFM Percent of Supply.: 12 % Runout Duct Size: 6 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 468 ft./min. Percent of Supply: 12 % Runout Air Velocity: 468 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.141 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item: _ Area =U ;Ser% .R:;- -Clg- Latr,. Sen. 7 =iGa ri: Desch"tion`s' Quanti Value= .;- HTM: tK 4>Loss HTM: =Ga n; i SW Wall-12D-3sw 13.5 X 9 90.5 0.071 4.3 386 06 0 53 NW-Wall-12D-3sw 17.7 X 9 159.7 0.071 4.3 680 0.6 0 94 SW GIs-3A-b-o shgc-0.3 0%S 31 0.310 18.6 577 26.1 0 810 Floor-custom19D2 239 X 1 239 0.076 1.9 450 0.3 0 60 Subtotals for Structure: 2,093 0 1,017 Infil.:Win.:4.1, Sum.: 0.0 281 0.967 272 0.000 0 0 Equipment: 0 1,000 Room Totals: 2,365 0 2,017 C:\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03,2017, 12:56 PM :khvac' Residential&,Li6hf'Commer6i6fWAC Loatls. ; _ Elite Software Developmeiit,,lnc: .Energy Testing Services._L'LC`, - ;, Mrinovation Assocate§285:Ripple Water'Lane Southold; Bohemia W—"A,7,.16, .Detailed Room Loads - Room 9 - Bedroom #3 (Average Load Procedure :General' - :a Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 162.0 sq.ft. Supply Air: 124 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 57 AC/hr Volume: 1,296.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 10 CFM Runout Air: 62 CFM Percent of Supply.: 8 % Runout Duct Size: 5 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 453 ft./min. Percent of Supply: 9 % Runout Air Velocity: 453 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.170 in.wg./100 ft. Actual Summer Infil.: 2 CFM ;item,: ,: :;Area ;µ' -U- �" Htg :C:at' Desch tior%Y _. Quantit Value. .-x:°:'_ }iTMe>" ;Loss . : .': . HTM. Gain''f:' =Ga'in` _....: _ NW-Wall-12D-3sw 11.6 X 8 65.8 0.071 4.3 280 0.6 0 39 NE-Wall-12D-3sw 11.9 X 8 95 0.071 4.3 405 0.6 0 56 NW-GIs-3A-b-o shgc-0.3 0%S 27 0.310 18.6 502 21.1 0 570 UP-Ceil-FG16B 1 X 162 162 0.024 1.4 233 1.0 0 167 Subtotals for Structure: 1,420 0 832 Infil.:Win.:6.7, Sum.: 1.9 188 2.353 442 0.085 38 16 Ductwork: 1,025 589 AED Excursion: 46 People:200 lat/per, 230 sen/per: 1 200 230 Equipment: 0 1,000 Room Totals: 2,887 238 2,713 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rtiv'ac:=Residential;&Light Commercial-'HVAc Loads ELte:S,oftware,Development,lnc.; Energy Testing'Services LLC Vinnovation Asso'cates 285,RippleaWater Lane Souttiold: 8ofierriia.IV3 Y 11:716Pa e-19 Detailed Room Loads - Room 70 - Bedroom #2 Avera e Load Procedure �„•d_t - - ^ _ .. e :; v ::3" y:.. .a.,u ..k:v.. .J`:$t:'. P... ..fir¢. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 147.0 sq.ft. Supply Air: 122 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 6.2 AC/hr Volume: 1,176.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 8 CFM Runout Air: 61 CFM Percent of Supply.: 7 % Runout Duct Size: 4 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 698 ft./min. Percent of Supply: 9 % Runout Air Velocity: 698 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.546 in.wg./100 ft. Actual Summer Infil.: 1 CFM Area �►` : 4;;f; Lat,. Sen: Item :o g. 9., xDescri"tion` ;:Qiiantif �%ali ie`;:'z ` ` 1=1TM. Loss"'s . HT IVI:r • K.� am NE-Wall-12D-3sw 13.7 X 8 83 0.071 4.3 354 0.6 0 49 NE-GIs-3A-b-o shgc-0.3 0%S 27 0.310 18.6 502 21.1 0 570 UP-Ceil-FG16B 1 X 147 147 0.024 1.4 212 1.0 0 152 Floor-custom19D2 147 X 1 147 0.076 1.9 277 0.3 0 37 Subtotals for Structure: 1,345 0 808 Infil.:Win.:3.9, Sum.: 1.1 110 2.355 259 0.091 22 10 Ductwork: 883 581 AED Excursion: 45 People: 200 lat/per,230 sen/per: 1 200 230 Equipment: 0 1,000 Room Totals: 2,487 222 2,674 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM Rhvac=Rgsidentia6 Light Commercial-HVAC Loads°:, Elite Sofhv hie Development;anc. Energy Testing Seryices.2LC;, ,` ;.h„ ,$= Vinnovation AAs6cates:285 Ripple' fia ,,, ne Southold; 'Botiemia NY 11716 s,Y 'ra e,20, Detailed Room Loads - Room 1 I - Upper Foyer/hallway (Average Load Procedure General; Calculation Mode: Htg. &clg.y Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 260.0 sq.ft. Supply Air: 100 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 2.9 AC/hr Volume: 2,080.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 10 CFM Runout Air: 100 CFM Percent of Supply.: 11 % Runout Duct Size: 6 in. Actual Summer Vent.: 9 CFM Runout Air Velocity: 508 ft./min. Percent of Supply: 9 % Runout Air Velocity: 508 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.165 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item <A�ea``' U== :,;,Ht' '.t'.." '4 Seii CI Laf,; Sen e- scria`t ori' Q riot` alu ,MTM. .L-ossa :HTM'� :`Gain "Gain- , SW-Wall-12D-3sw 10.7 X 8 56 0.071 4.3 239 0.6 0 33 SE-Wall-12D-3sw 1.7 X 8 14 0.071 4.3 60 0.6 0 8 NW-Wall-12D-3sw 1.7 X 8 14 0.071 4.3 60 0.6 0 8 SW-GIs-3A-b-o shgc-0.3 0%S 30 0.310 18.6 558 26.1 0 784 UP-Ceil-FG1613 1 X 260 260 0.024 1.4 374 1.0 0 268 Floor-custom19D2 260 X 1 260 0.076 1.9 490 0.3 0 65 Subtotals for Structure: 1,781 0 1,166 Infil.:Win.:4.1, Sum.: 1.1 114 2.351 268 0.088 23 10 Ductwork: 1,128 475 AED Excursion: 37 Equipment: 0 500 Room Totals: 3,177 23 2,188 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12.56 PM Rhvac=Residential&l igtifCommerclal HVAG.L'oads ' _ Elite.Software Development;anc: n1n6 CLG. a.; _ r' °;' Vinriovation:Assocates 285 Ripple 1Nater Lane'.Southold Bohemia P.a e21. Detailed Room Loads - Room 12 - Main Bath (Average Load Procedure :General;.. Calculation Mode: Htg.&clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 72.0 sq.ft. Supply Air: 29 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 3.0 AC/hr Volume: 576.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 29 CFM Percent of Supply.: 6 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 335 ft./min. Percent of Supply: 9 % Runout Air Velocity: 335 ft./min. Actual Winter Infil.: 1 CFM Actual Loss: 0.128 in.wg./100 ft. Actual Summer Infil.: 0 CFM :Area en C1" Latl..:,'. t ty. yY. yy.h - y.i..� ,!' tea. r:�ri x, f ,.. a� SGairi. Desai"4iori :Qitanti ate "rUaliier HTIVI Loss,,,. HTM G nen%u NW-Wall-12D-3sw 4.7 X 8 37.6 0.071 4.3 Y 160 0.6 0 22 UP-Ceil-FG16B 1 X 64 64 0.024 1.4 92 1.0 0 66 Subtotals for Structure: 252 0 88 Infil.:Win.: 1.3,Sum.: 0.4 38 2.340 88 0.080 8 3 Ductwork: 187 139 AED Excursion: 11 Equipment: 200 400 Room Totals: 527 208 641 C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03,2017, 12:56 PM Rhvad`-:Residential.8'Libht 6omme'rcial HVAC Loads :F 'Y: "f, • Elite Software Development;Inc. :Enerjy-.I sting Services'"LLC. f � e Vinnovation'Assocates 285:Ripple.Water.Lane Southold• BoherMa-,'NY 11716. �~, - P..a'e22 Detailed Room Loads - Room 13 - Bedroom 4 (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area: 185.0 sq.ft. Supply Air: 125 CFM Ceiling Height: 8.0 ft. Supply Air Changes: 5.1 AC/hr Volume: 1,480.0 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 10 CFM Runout Air: 63 CFM Percent of Supply.: 8 % Runout Duct Size: 5 in. Actual Summer Vent.: 11 CFM Runout Air Velocity: 459 ft./min. Percent of Supply: 9 % Runout Air Velocity: 459 ft./min. Actual Winter Infil.: 7 CFM Actual Loss: 0.174 in.wg./100 ft. Actual Summer Infil.: 2 CFM :CI.,5 Descri"tion- NW-Wall-12D-3sw 10.2 X 8 54.3 0.071 4.3 231 0.6 0 32 SW-Wall-12D-3sw 13.6 X 8 108.8 0.071 4.3 463 0.6 0 64 NW-GIs-3A-b-o shgc-0.3 0%S 27 0.310 18.6 502 21.1 0 570 UP-Ceil-FG166 1 X 185 185 0.024 1.4 266 1.0 0 191 Subtotals for Structure: 1,462 0 857 Infil.:Win.:6.8, Sum.: 1.9 190 2.352 447 0.089 39 17 Ductwork: 1,051 596 AED Excursion: 46 People:200 lat/per,230 sen/per: 1 200 230 Equipment: 0 1,000 Room Totals: 2,960 239 2,747 C.\Users\admin\DocumentsWinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03, 2017, 12:56 PM :,Rhvi6!'Residential'&'Lidht.C6irin6r6iilHVAC Uads' EliteEfit al bf6v46DeV6J6 ppent e'sting,$' ceSLLC'; V.nnovatf�h AssbcdW'285-kfPp16Water Lanesoq thbl& ,boheffiid,NY.','11716' Pro "ect Report Project Filename: C:\Users\admin\AppData\Locai\Elite Software\Rhvac 9\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Project Title: Vinnovation Assocates 285 Ripple Water Lane Southold Designed By: Robert Higgins Project Date: 2-3-17 Client Name: Vinnovation Assocates Client Address: 800 Snug Harbor Road Client City: Greenport N.Y.1 1944 Client Phone: 516-375-5872 Company Name: Energy Testing Services LLC Company Representative: Robert B Delfino Company Address: 1648-A Locust Ave Company City: Bohemia N.Y.1 1716 Company Phone: 631-244-2627 Company Fax: 631-244-2629 Company E-Mail Address: r.b.delfino@energytestingservices.com Reference City: Suffolk County, New York Building Orientation: Front door faces Southwest Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter. 10 9 n/a n/a 70 n/a Summer: 83 71 56% 50% 75 30 Total Building Supply CFM: 1,453 CFM Per Square ft.: 0.508 Square ft. of Room Area: 2,858 Square ft. Per Ton: 775 Volume(ft)of Cond. Space: 24,935 - F970—ildih4te -I k''.. ��'"'; . _ Total Heating Required Including Ventilation Air: 48,083 Btuh 48.083 MBH Total Sensible Gain: 33,201 Btuh 83 % Total Latent Gain: 6,879 Btuh 17 % Total Cooling Required Including Ventilation Air: 40,080 Btuh 3.34 Tons(Based On Sensible+Latent) 3.69 Tons(Based On 75% Sensible Capacity) Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\admin\Documents\Vinnovation Assocates Lot#2 Ripplewater Southold.rh9 Friday, February 03,2017, 12:56 PM ®a � q ED AS NOTED DATE: $ Z— PLUMBER CERTIFICATION .ON LEAD CONTENT BEFORE FFE: BY: - CERTIFICATE OF OCCUPANCY NOTIF BUILDING DEPART �� AT _SOLDER USED IN !NATER 765-1802 8 AM TO 4 Phi FOR I HE FCLLOWING INSPECTICJNS: SUPPLY SYSTEM CANNOT 1. FOUNDATION - TYK; REOITRED 'EXCEED 2/10 OF 1% LEAD. FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3: INSULATION 4. FINAL - CONSTRUCTION MUST PLUMBING BE COMPLETE POP, C.O. ACL PLUMBING WASTE ALL CONSTRUCTION SHALL MEET THE !--�4 WATER LINES NEED REQUIREMENTS OF THE CODES OF NEW "VOTING BEFORE COUERIf`JS, YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF ®3umo3m N0IJ.03dSN6 NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF TRUSS PLACARDING REQUIRED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. s 9 Robert James Higgins Architect 50 Hidden Acres Path Wading River,NY 11792 631-208-3351 Rarchibob@aol.com February 8, 2017 Town of Southold P.O. Box 1179 Southold, NY RE: Gail Rerisi Ripplewater Lane, Southold Town of Southold I approve the Energy calculation values provided to me by Energy Service Testing services under the UA Method in lieu of the insulation values indicated on the plans. GVtSD A�q,,` d ^A Higgins, ' ect �3l=t4 6 GENERAL CONSTRUCTION NOTES 9, All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be FASTENING SCHEDULE installed in accordance with the manufacturers latest installation details, BASED ON TABLE R602.3 (1) IRC 2015 1. All construction shall conform to the 2015 International Residential Code Framing connectors, Allowable Hole diagrams, specifications, etc. NAILING SCHEDULE with amendments by New York State. "Micro-Lam" Design Stress: E = 1.9, Flo = 2,600 psi, Fv = 285 psi Code books included but not limited but not limited to: "Parallam PSL" Design Stress: E = 2.0, Flo = 2,900 psi, Fv= 290 psi TABLE R302.6 2015 International - Residential Code; Building Code; NYS 2016 uniform code supplement "Anthony Power Beams Design Stress; E = 2.1, Flo = 3000 psi, Fv = 300 psi MIN. UNIFORMLY DISTRIBUTED L.L. NUMBER AND TYP Energy Conservation Construction Code; NYS 2016 suplement to the New York State Energy DWELLING - GARAGE SEPARATION SPACING AND DESCRIPTION OF FASTENER LOCATION conservation construction code (revised August 2016)Plumbing code; Fire code; 10. BASEMENTS, each sleeping rooms in basement SEPARATION MATERIAL USE LIVE LOAD Mechanical code; Fuel gas code; Existing building code; Property maintenance code and every sleeping room shall have at least one NOT LESS THAN 1/2"-INCH GYPSUM OR ROOF FRAMING FROM THE RESIDENCE AND ATTICS Uninhabitable attics without storage 10 ALL CODES shall supercede the drawings and shall be incorporated into the openable emergency escape as follows: EQUI\VALENT TO THE GARAGE SIDE g 4-8d BOX (2-1/2")OR ,^] drawings WHETHER they are indicated on the Plans or NOT. Sill height of not more than 44 inches above the floor. Uninhabitable attics with limited storage 20 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE EACH RAFTER,TOE NAIL ` A. Minimum net clear opening of 5.7 square feet. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 3-8d COMMON ^J 2. Additional reference standards utilized: Except grade floor openings shall have a minimum net clear BOARD 3-8d 8d BOX ( Habitable attics&attics served with fixed stair 30 2 CEILING JOISTS TO TOP PCOMMON )OR STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES ATE EACH JOIST,TOE NAIL 40 AMERICAN FOREST & PAPER ASSOCIATION; Wood Frame Construction Manual for opening of 5 square feet. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD Balconies(exterior)and decks CEILING JOISTS NOT ATTF,CHED TO PARALLEL one and two family dwellings 140 MPH 2015 Edition. Prescriptive and engineered methods. B. Minimum net clear opening height shall be 24 inches. 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP F� C. Minimum net clear opening width shall be 20"• NOT LESS THAN 1/2"INCH GYPSUM BOARD Fire escapes 40 4 CEILING JOISTS ATTACHED TO PARALLEL TABLE R802.5.1(9) EACH LAP GARAGE LOCATED LESS THAN 3 FEET FROM A RAFTER HEEL JOINT 3. Written Dimensions take precedence over scaled dimensions D. emergency escape and rescue openings shall be operational DWELLING UNIT ON THE SAME LOT APPLIIED TO THE INTERIOR SIDE OF Guards and Handrails 200COLLAR TIES 4-1 old BOX (3") OR h� from the inside of the room without use of keys or tools. EXTERIOR WALLS THAT ARE WITHIN THIS AREA 5 OR 1-114"X 20 ga RIDGE SRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 4. The contractor prior to the start of construction shall verify all Guard in fill components 50 P fY 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND dimensions, existing or new and be responsible for field fit. EXCEPTION: Grade floor or BELOW grade floor openings shall have OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY passenger vehicle garages 50 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE a net clear opening of not less than 5 sgaure feet. WITH TABLE R702.3.5 THE WALL SEPARATION SHALL NOT APPLY TO GARAGE WALLS THAT ARE OF EACH RAFTER OR TRUSS 5. The mechanical systems, electrical systems, plumbing systems and solar energy systems, PERPENDICULAR TO THE ADJACENT DWELLING UNIT WALL Rooms other than sleeping rooms 40 shall be installed in accordance under latest State approved Building Codes. 11. STAIR HANDRAIL: Provide Handrail on at least one side of eachSleeping rooms 30 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR TOE NAIL All systems are to be designed, installed, &specified by the general contractors; HVAC, continuous run of treads or flight with FOUR OR MORE RISERS. 3-10d COMMON electrical or plumbing sub-contractors. Handrail Height measured above stair tread nosing, shall not be less than stairs 40 3-16d BOX OR Electrical certificates are to be provided the electrical contractor. 34 inches and not more than 38inches. All Handrails shall be continuous 2-16d COMMON END NAIL the full length of the stair from a point directly above the top riser of a flight WALL FRAMING 6. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity to a point directly above the lowest riser of the flight. Handrails adjacent to _ of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall a wall shall have a space of not be less than 1-1/2 inches between the wall TABLE R301.2.1.2 NYS IRC Windborne Debris protection 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162" 24"O.C. FACE NAIL COMMON be the responsibility of the general contractor to verify the depth of all existing footings and the handrail. see IRC code for exceptions. Refer to Fastening Schedule for wood structural panels ALLOWABLE DEFELECTION OF ALLOWABLE X71 F-I-i 3. IRC Cctue for grip sizes specifications. STRUCTURAL MEMBERS DEFLECTION 9 STUD SE STUD AND ACORNERBUTTNG STUDS AT 16d BOX 16"O.C. FACE NAIL disturbed by construction. 9 •P P INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-112"x 0.162" Fastener Panel Span Panel Span Panel Span Rafters having slopes greater than 3/12 with 16d COMMON nT� 1 O BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES w Where the building official determines that in-place soils with an allowable bearing capacity 12. GUARDS: Porches, balconies or raised floor surfaces located more than 30 inches Type Less than or less than or less than or no finished ceiling attached to rafters L/180 (3-1/2"x 0.162") of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall above the floor or grade below shall have a railing not less than 36 inches equal to 4 feet equal to 6 feet equal to 8 feet 11 CONTINUOUS HEADER TO','UD 5-8d Box(2-1/2"X0.113") TOE NAIL be determined by a soils investigation. in height. Railings shall have Top rails and Balusters and Bottom rails that are Interior walls and partitions H/180 OR 4-8d COMMON NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed No 8 Wood screw 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C. FACE NAIL rTl 7. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have by the riser, tread and bottom rail of the Guard rail at the open side of a stairway based anchor with 16 inches 10 inches 8 inches L/3so w DOUBLE TOP PLATE SPLICE SE-Cs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END CA � ^ an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, are permitted to be of such a size that a 6 inch sphere cannot ass through. 2 inch embedment on center on center on center All other structural memebers L/240 SIESMIC BRACED WALL LINE SPACING<25' P P P 9 12-16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 Open sides of stairs with a total rise of more than 30 inches above the floor or lenght Exterior walls with stucco finish 13 International building code and NYS amendments. grade `celow shall have guards not less than 34 inches in height measured H1360 DOUBLE TOP PLATE SPLICE3DOs A-D2 WITH FACE NAIL ON EACH SIDE of END Exterior walls-wind loads/brittle finishes SIESMIC BRACED WALL LINESPACING>25' 12-16d (3 112"x 0.135") JOIST)MIN 24"LAP SPLICE LENGTH) W All Concrete shall conform to the latest ACI standards, vertic. ,t/from the nosing of the treads. No 10 Wood screw L/240 1"rl o based anchor with 16 inches 12 inches 9 inches BOTTOM PLATE TO JOIST,R,\A JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL Reinforcement: Steel reinforcement shall comply with the requirements 13. WINDO`N FALL PROTECTION: Were the to of the sill of an operable window 2 inch embedment on center on center Exterior walls-wind loads/flexible finishes L/140 14 r 16 BOX 3-1/2" OR BLOCKING(NOT AT BRA ED WALL ( ) 12"O.C. FACE NAIL O p y q p p on center ) of ASTM A 615, A 706 or A 996. opening is located LESS than 24 inches above the finished floor and GREATER lenght L=span length, H=span height BOTTOM PLATE TO JOIST,RIO JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL ^l Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), than 72 inches above the finished grade or other surface below on the exterior 15 OR BLOCKING (AT BRACED NALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL required reinforcement shall be in accordance with IRC Table R404.1.2(3), R404.1.2(8) of the building, the window must be provided with a window opening control device that compiles with IRC R312.2.2. Window Opening Control Devices. a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 163-16d BOX END NAIL r Location of Reinforcement: The center of vertical reinforcement in basement walls shall be WOOD HEADER SCHEDULE TOP OR BOTTOM PLATE TO yTUD 2-16d COMMON located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). 14. No backfill shall be placed against the foundation walls b. Fasteners shall be installed at opposing ends of'the wood structural panel. Vertical reinforcement in basement walls determined from table R404.1.2(8) shall be located until the first floor framing is in place or brace the foundation Fasteners shall be located a minimum of 1 inch frorm the edge of the panel. NOMINAL LUMBER SIZE: SPANS: 17 TOP PLATES,LAPS AT CORN RS AND INTERSECTIONS 3-16d BOX FACE NAIL 1 T^ 2-16d COMMON H v.1 to provide a maximum cover of 1-1/4 inches from the inside face. 15. Double joists under parallel partitions and under whirlpool tubs. c. Anchors shall penetrate through the exterior wall covering with an embedment length of (2)2X6 UP TO T-0" 18 1" BRACE TO EACH STUD ANS PLATE 3-Ed BOX FACE NAIL p p p not less than 2 inches into the building frame. Fasteners shall be located not less than 2 2x8 T-0"To 6'-0" 2-8d COMMON Concrete basement foundations shall have horizontal reinforcement as follows: Double around openings in floor and roof framing. g ( ) 2-1/2 inches from the edge of concret block or concrete. ° Based on R404.1.2(1)- (includes basement entrances and window wells) o ° 2.N (2)2X10 6-0"TO 8'-0" o 0),- < - < 8'Wall Height: One#4 bar within 12 inches of the top of wall and 16. Metal flashing shall be installed were concrete abuts wood, �, o o j2 One#4 bar near mid-height of wall. and were decks abut house framing. d. Where screws are attached to masonry or masorry/stucco, they shall be attached �, m = ° = o a g (2)2X12 8'-0"TO 10'-0" 'E+-w E using vibration-resistant anchors having a minimum ultimate withdrawal capacity of > 8 Wall Height: One#4 bar within 12 inches of the top of wall and �'� o One#4 bar near the third points in the wall story. 17. Install joist hangers at all flush structural load bearing conditions. 1,500 pounds. POSTS SHALL BE 4X4(NOMINAL) c c Z ° -5 0 m m 8. Base design value for visual) graded dimensional lumber: Joists studs Rafters and All 18. All habitable rooms shall be provided with aggregate glazing area FLOOR FRAMINGFu o o o Cc:o c o NOTE:ALL SIZES CALLED OUT ON ANY OF 9 Y 9 Exterior glazing in buildings located in Wood-Borne debris regions shall °f Y of not less 8 g g g g THE FOLLOWING DRAWINGS WILL4-8da M Y m m E Y Framing lumber shall be DOUG-Fir#2 o r better, E=1.6 X 10 6 percent of the floor area of that room, and the minimum be protected from wind borne debris. JOIST TO SILL, TOP PLATE OF GIRDER-PER JOIST BOX PER JOIST-TOE NAIL .N E C `° M �° o c °3 Min. Fb for dimensional lumber= 850 psi openable area to the outdoors shall be 4 percent of the floor area being P SUPERCEDE THIS SCHEDULE. 21 3-Sd COMMON °r 'n.� a L P Glazed opening protection shall meet the Large Missle test ASTM E 1996 o o o a a ventilated. Refer to IRC Residential Code section R303 and the ASTM E 1886 as modified in IRC suction 301.2.1.2.1 *NOTE:USE(3)2x HEADERS AT ALL zxs RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON 8a. ALL EXTERIOR LUMBER Shall be ACC) requiring the following: Garage door glazed opening protection for wind borne debris shall meet 22 6"O.C.TOE NAIL EXTERIOR WALLS PLATE(ROOF APPLICATIONS4LS0) 10d BOX Eno t a.) All Fasteners shall be Hot Dipped Galvanized - ASTM A 153 class D 19. All wirdow and door headers to be 2-2x10 unless noted otherwise. or stainless steel. ANSI/DASMA 115. Areas within hurricane prone regions: 23 o ° ° ° 0.6 o E (1). within 1 mile of the coastal high water liine were the ultimate design BLOCKING TO JOIST 2-10d BOX EACH END o = a o 0. - b.) Use Copper flashing Only against AICQ Lumber Sill Plates 20. Vent dyers to exterior as per IRC Section M1502 2-ad COMMON ° o CIO :3= 2- E e o L U'N w c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc Vent range hoods as per IRC Section M1503 wind speed is 130 miles per hour or greater. V z= Q (2). In areas where the ultimate wind design)speed is 140 MPH or greater. IRC TABLE R802.5.1(9) 24 BLOCKING TO SILL OR TOP P' ''TE 3-16d COMMON TOE NAIL L o =' 2-T ° 2 °L tp shall be Hot-Dipped Galvanized or Stainless Steel. Bathrr-oms/mechanical ventilation as per IRC Section M1507 RAFTER/CEILING JOIST HEEL CONNECTION ° ° U w A. EXCEPTION: 25 2" PLANKS PLANK&BEAM F;')OR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL 21. Smoky Alarms: Shall be listed in accordance with UL 217, installed as per RAFTER RAFTER GROUND SNOW:20 PSF ( 4-10d BOX the IAC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, Wood Structural panels with a minimum of thickness of 7/16 inch SLOPE SPACING z ENERGY NOTES and a maximum span of 8 feet shall be permitted for opening ROOF SPAN 4-1od BOX outside of each separate sleeping area in the immediate vicinity of the bedroom 26 BAND OR RIM JOIST TO JOIST PER JOIST C) O Z and on each story of the dwelling, including basement and cellars and not less than protection. Panels shall be precut & predrilled'to cover the glazed openings 3-16d COMMON W 0- 1 All design & construction in compliance and built accordingly to the 3 fee:from the bathroom door containing a bathtub or shower. Alarms shall be with attachment hardware provided in the table below. 12 FT 20 FT 28 FT 36 FT 10d BOX 24"O.C. FACE NAIL TO OP&BOTTOM w I- V _ 2015 International Energy Conservation Construction Code and the g Label all panels and store in a clean dry area of the house. 27 BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES w interconnected and hard-wired to a commercial source. Attachments shall be LLI U 2016 ECNYS supplement. The authority having jurisdiction shall be WHENEVER an alteration, addition, or conversion is made to an Existing provided in accordance with the table NUMBER OF 16D COMMON NAILS -J z z J permitted to determine an energy efficiency program to exceed the Residence, the smoke detection system of the ENTIRE residence must be as follows: 3: 12 16"O.C. 5 8 10 13 28 LEDGER STRIP SUPPORTING 1GSTS OR RAFTERS 3-16d COMMON 4-16d BOX EACH JOIST OR RAFTER, FACE NAIL Q J z Qa energy efficiency required by this code. brought up to code, hard-wired and interconnected. 4: 1z 16"O.C. a s s 10 ~ All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy 2 Carbon Monoxide Alarms: Shall 29 BRIDGING TO JOIST 2-1Od BOX EACH END, TOENAIL = (Y O LU V) efficiency, International mechanical code, international energy conservation code 1 comply with: IRC R315, IFC Section 915 as 5. 12 16"O.C. 3 5 6 8 I ILL1 :�_• amended by the NYS supplement. Z and the 2015 ICC and 2016 NYS Supplement. SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND Cn LL C pp All CO alarms shall be connected to the lighting circuit with no intervening wall switch. 7: i2 16"O.C. 3 4 5 s PARTICLE BOARD WALL SHEATHING TO FRAMING W - �- 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder Battery-powered alarms are not allowed. CO alarms are required within each J dwelling unit on each story containing sleeping area, within 15 feet of each and 9: 12 16"O.C. 3 4 4 5 0- and posted on a wall in the space where the furnace is located every sleeping areas. 12: 12 16"O.C. 3 3 4 4 DESCRIPTION OF SPACING OF FASTENERS NUMBER AND TYP 3. R402.1. Buildingthermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING p q 22. WALL BRACING: Buildings shall be braced in accordance with IRC section R602.10.4.2 SUPPORTS GABLE END WALL FRAMING Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. by Component. THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE Continuous sheathing method. End conditions for braced wall lines for the ++ 6d COMMON SUBFLOOR,WALL 1/2 structural plywood BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 3/8 1/2 ( ) 6 12 A 6 continuous sheathing shall conform to Figure R602.10.7. Braced wall panel connections LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 30 8d COMMON(ROOF) 11 4. R402.2. Specific Insulation requirements: (prescriptive) shall meet the requirements of shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) Panel, Attached to CONNECTION SHALL BE INCREASED AS FOLLOWS: sections N 1102.2.1 through N 1102.2.13 Frame in accordance 31 19/32" - 1" 8d COMMON 6" 12" 6" 111- 23. ` o 5. Installation -the components of the building thermal envelope shall be installed in 23. A continuous load path shall be provided to transmit the applicable uplift forces in with Table R301.2.1.2 r W p g p section R80211.1 from the roof assembly to the foundation. International Residential H c / H r HEEL JOINT AJDUSTMENT FACTOR � accordance with the criteria listed in table 402.4.1.2 or required by code official, EXTERIOR WALL WOOD STRUCTURAL PANELS 0 code of NYS 1 / 3 1.5 TO RESIST WIND PRESSURES Z or an approved third party using manual "J", "S" &"D". 24. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of asphalt shingles U) shall be tested in accordance with ASTM D 7158 and classified as per Table R905.2.4.1 1 /4 1.33 WALL >_ Q 6. R402.4. Air Leakage: ( Mandatory)Air leakage in accordance with secitons N1102.4.1 of the IRC Residential Code. 1 / 5 1.25 MINIMUM NAIL MIN WOOD WOOD NAIL SPACING � D through N1102.4.5 NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STUD < UJ I j j Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or WINDOW UNIT 1 / 6 1.20 THICKNESS SPACING EDGES FIELD z --I Air leakage shall be tested and verified by,an approved HERS rater as having an air leakage copper roofing nails, minimum 12 gage shank with a minimum 3/8" inch diameter head. PANEL SPAN RATING > Q rate not to exceed three air changes per hour. A written report of the test results shall be signed The fasteners shall penetrate through the roof sheathing and comply with ASTM F 1667. W U by the party conducting the test. Refer to N1102.4.1.2 for testing requirements. Minimum number of fasteners as per manufacturer but not less than 4 per strip. 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" DECK LEDGER TO BAND JOIST CONNECTION IRC TABLE R507.2 (2.5"X 0131 ) 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside combustion air. 25. SWIMI�t'NG POOLS. Shall conform to IRC 2015 Section R326 and as amended factory built fireplaces shall be listed and labeled according to UL 127. by the NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT CONNECTION JOIST SPAN INTERIOR GYPSUM WALL BOARD dated March 2016. PLYWOOD STORM PANEL DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' AS'1"TO 14' 14'1"TO 16' 6'1"TO 18' GYPSUM BOARD FRAMING SPACING OF FASTENERS GYPSUM BOARD 8. R403; Systems: (Mandatory) at least one pregrammable thermostat shall be provided for 26. SOLAR READY DWELLINGS: Shall conform to IRC 2015 Appendix U International SHUTTER DETAIL THICKNESS APPLICATION ORIENTATION TO MEMBERS IZE OF NAI�j„ each separate heating and cooling system per N1103.1.1 pp 1/2 DIA. LAG SCREW 30" 23" 18" 15" 13" 11" 10" TO-WOOD FRAMING p g g Y Fire Code and as amended by the NYS 2016 uniform code supplement. Provide, but Refer to General Notes for Panel & 1/2" MAX. SHEATHING FRAMING SPACING NAILS SCREWS Supply not limited to: Solar ready roof zone area of not less than 300 sq. ft. Access and pathways, fastener requirements. CEILING EITHER DIRECTION 16"O.C. " 5d COOLER NAILS ~ 3" or rester in diameter, and R-6 d attics shall be insulated to a minimum of R-8 q ++ 7 12 9. R��403.3: Ducts -Su I and return ducats ducts less than 3" in diameter. Diagrammatic roof access points, ground access areas. panels shall not be located less than 18 from a valley 1/2 DIA. THRU BOLT 36" 36" 34" 29" 24" 21" 19" 1/2 WALL EITHER DIRECTION 16"O.C. 8" 16" lyl g & 1/2" MAX. SHEATHING Duct locations drawings shall be provided/ by an approved third party 27EXTEP.IOR DECKS: Exterior wood decks Shall conform to IRC Section R507 CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS using the Manual "J", Manual "S" & "D" submitted ,at CO. LEDGERS SHALL BE FLASHED 5/8 WALL EITHER DIRECTION 16"O.C. $" 16" N 28. NEW Construction /Additions &Alterations: LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall be sealed by an It shall be the responsibility of the General contractor or his subcontractors to submit TYPE"x AT -Iia"LONG 6d COATED NAILS OR a approved third art HERS Rater usingthe Manual "J" Manual, "S" & "D"submitted at CO. 5/8" GARAGE CEILING PERPENDICULAR 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. PP party( ) in detail the design, calculations, drawings, written statements of the mechanical, BENEATH SCREWS SHALL COMPLY WITH 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine air leakage by air conditioning, ventilation. heating systems ( new, existing or upgraded) HABITABLE ROOMS IRC SECTION R702.3.5.1 an approved third party (HERS Rater) using the manual "J" Manual ,"S" & "D" submitted at CO. stamped by a professional engineer if required by the Owner or Building Dept. A. ULTIMATE WIND DESIGN SPEED IS 130 MPF'OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANELS ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"O.C.. a) 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES > v) a� WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING ROOF SHEATHING TO GABLE ENID WALL FRAMING N "-" M OF FOUNDATION MATERIALS SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES, EAVES AND GABLE END WALLS;AND 4"ON CENTER TO P4bA 10. R403.4 (Mandatory) Mechanical system piping insulation carrying fluids > 105 F degrees GABLE END WALL FRAMING or< 55F degrees shall be insulated with II Minimum. CLASS OF MATERIAL LOAD-BEARING PRESSURE N .� (pounds per square foot) ® -y 11. R403.5.1 Heated Water Circ&temp maiintainance ( Mandatory) as per section N1103.5.1.1 Crystalline bedrock 12,000 and N1103.5.1.2. Sedimentary and foliated rock 4,000 Sandy gravel and/or gravel (GW and GP) 3,000 �, �F-D A6� O 12, R403.6; Mechanical ventilation (Mandatory) Shall meet the requirements of the M1507 of the Sand, silty sand, clayey sand, silty gravel and clayey gravel CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA �.��E J Pt h�T IRC code as provided by and approved third party or approved HERS Rater. (SW, SP, SM, SC, GM and GC) 2,000 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt WIND DESIGN SUBJECT TO DAMAGE FROM g Qfl ✓� ��' 13. R403.7:R403.7 Equipment sizing (Mandatory) Heating and colling quipment shall be sized (CL, ML, MH and CH) 1,500b GROUND SPECIAL WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN SNOW according to the ACCA manual S based on building loads calculated in accordance with SPEED TOPOGRAPHIC WIND BORNE DESIGN WEATHERING FROST DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL LOAD (MPH) EFFECTS DEBRIS CATAGORY LINE TERMITE TEMP REQUIRED INDEX TEMP manual J. Sizing and efficiency ratings shall be provided by an a. When soil tests are required by Section R401.4, REGION ZONE DEPTH '' approved third party(HERS Rater) using manual "J", Manual "S" & "D" the allowable bearing capacities of the soil shall be part of the recommendations. 20 LBS <_140 NO NO YES B SEVERE 31-0,1 MODERATE 15 YES NO 1500 or less 52.2 �rT 019 13 14. R404.1 (Mandatory) Lighting -A minimum of 75% of permanently installed fixtures must b. Where in-place soils with an allowable bearing capacity of less than 1,500 psf TO HEAVY 's; SOF N��,�yr have high-efficacy lamps, Fuel gas lighting systems shall not have continuosly burning pilots. are likely to be present at the site, the allowable bearing capacity shall be M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER OF determined by a soils investigation. Outside Elevation 2X4 ON FLAT Extent of header two braced wall segments) Side Elevation BLOCKING AT tension strap on Extent of header(one braced wall segm opposite side of fasten king stud to header with ALL UNSUPPORTED sheathing PLYWOOD EDGES TOP OF PLATE 6-16d sinker nails °. ° ° ° ° ° ° ° ° ° T (AT WALL BRACING v Simpson LOCATIONS) ° ° ° ° ° Min.3"x 11-1/4"net header Header H2A Stud To Rafter shall occur at top of wall ° 1/2"RATED Connector PLYWOOD - Header shall be Top plate continuity s SHEATHING WALL TO WALL STRAPPING& ° fastened to the fasten top plate to header with O required per 8602.3.2 Typical Metal Strapping I O TOP PLATE STRAPPING TO RAFTER °� king stud with o two rows of 16d sinker nails @ 3"o.c. Braced wall line at Openings BRACED WALL LL• SEE SEPARATE DETAILS THIS PAGE ° � continuously sheeted ° @ ¢ s -16d sinker nails with 1l2"wood structural N PANELS SHALL BE Fasten sheathing to header with 8d common nails in 3 in,grid ° FULL HIEGHT WITH NO Horizontally attached u, pattern asshown and 3 in.o.c.in all framing(studs and sills) panels ° Minimum 50001b header-to-jack-stud {+•{� VERTICAL OR HORIZ. ° •x ;° p plywood sheathing rWIND( W HDR 5l8"O THREADED ROD @HDU5 m ° OFFSETS a °� ° strap on loth side of opening opposite shall have Solid Blocking ° , side of shea¢hing @ all Plywood Joints �, Minimum 50001b header-to-jack-stud str Panel splice edges shall occur over ° a� E o on loth side of opening opposite side of and be nailed to common blocking SEE NAILING SCHEDULE o °I U) ° sheathing within the middle 24"of the portal- leg height. One row of 3"o.c.nailing WOOD I JOISTS @ 16"OC TOP OF SUBFLOOR o 0 0 0°'o Min. Double 2x4 framing covered with minimum - is required in each panel edge. ° ° ° @16"OC -- -- Minimum number of Jack t - -" 1/2"thick wood strucral panel sheathing TOP OF PLATE ° Studs as per WFCM table 3.22F. X i with 8d common nails @ 3"o.c.in all framing ° Full Height stud requirements for 8d NAILS @ 6" Sd N/aILS @ 12"O.C. m of ° (studs,blocking,and sills)typical 9 q WALL BRACING SHEATHING DETAIL headers and window sills as per O.C. EDGE IN FIELD IN PLYWOOD I , 1/2"min,thickness wood structural NOT TO SCALE 2'to 18'(finished width Min Double 2x4 King& of ° WFCM table 3.23.0 and 3.23.D IN PLYWOOD ° ', panel sheathing �( „ ° i° Min.length based on 4:1 Jack stud Holdowns in accordance with ---^ 48 ---_, TOP OF PANEL NAILING �"PLYWOOD SHEATHING EXTERIOR ** ° 1. Br per 860l seg .4 0l ° r 8d COMMON NAILS � ° height-to-length ratio. Braced wall segment," WFCM manual. Provide at all O FACE; ='GYPSUM BOARD INTERIOR p O „ „ STAGGERED 3"O.C.PANEL Building corners,between garage CV SHALL LAP OVER TOP PLATE. l° 2 X BLOCKING � ° ° Min. 2 2x4 t °� door openings andas per r " " FASTENERS SHALL BE 1/2"APART 2x4 OR 2X6 STUDS @ 16"o.c. ° ( ) yp' foundation plan. ;; ;; (SAME SIZE AT STUD ° Nailing as er schedule. WITH A MIN. EDGE DISTANCE OF 1l2". ON FLAT AGAINST ° ' i° Min. 2 1/2"Diameter anchors Min. 2 1/2"Diameter anchors W g p RIM JOIST „ TRIPILE STUD MINIMUM ( ) No.of jack studs per _ ° ( ) I""1 PLYWOOD.8d NAILS installed per section 8403.1.6 Table R502.5 1&2 °i. °__U_ installed per section R403.1.6 1/2"WOOD STRUCTURAL 3"O.C.EACH PANEL o „ � PANEL WITH Bd COMMON NAILS °C with 2"x 2"x 3/16"plate washer ) with 2"x 2"x 3/16"plate washer 6"O.C.ON EDGE AND 12" O.C. EDGES STAGGERED Holdowns as 1 Sill Strapping See details on " ' IN FIELD per plans this page. _ - — — u — y SIMPSON HDU8 HOLDOWN LL HORIZONTAL PANEL JOINTS SHALL " OCCUR OVER AND BE NAILED TO COMMON TOP OF FOUNDATION " FRAMING OR BLOCKING WITH WITH PANELEDGE-NAILING SCHEDULE IN CC - WITH THE IRC SECTION R602.10.10 RDANCE TYP FOUNDATION/SILL CONST. METHOD CS - PF - INTERMITTENT PORTAL FRAME AT GARAGE DOOR OPENINGS " Attach Sheathing to " TYPICAL WALL TO Band or Rim joist with nail sole plate Attach Sheathing to nail solle late F� TBOTTOM OF PANEL NAILING FOUNDATION STRAPPING 8D common nials °!° to joist per Band or Rim joist with °° °I° to joist per M'�'•I d COMMON NAILS SEE DETAILS THIS PAGE BRACED WALL LENGTH at 3"o.c.To and °° °!° nT� n --- --- -- p nailing sched. 8D common nials nailing sched. ------------ STAGGERED @ 3"O.C.PANEL Bottom °° °'° Sub-Floor °° °° 9 SHALL LAP OVER TOP PLATE. BRACED WALL PANEL _ - at 3"o.c.Top and O PER IRC FIGURE 602.10.7 0°o o ° °-°= ° Rim last T� TYPICAL ELEVATION FASTENERS SHALL BE 1/2"APART Bottom ° ��°� ° /'per Plans V 1 WALL TO HEADER STRAPPING WITH A MIN. EDGE DISTANCE OF 1/2". R602.10.4.2.IN0US SHEATHING METHOD) Rim Joist O ° ° ° ° ° ° ° ° ° ° ° ° ��,--Anchoir Bolts and N.T.S. 2 STRUCTURAL PANEL ATTACHMENT TO STUDS TYPICAL BRACED WALL DERAIL 3Holdowns per plans ^ N METHOD CS-WSP PORTAL FRAME AT RAISED WOOD FLOOR OPTION h'®"I REFER TO:WFCM 2015 ADDITION FIGURE 3.2f-3.2i N.,T.S. 1-1/4" galv. x 20 gage ® o coil strap with (5) 8d common f� SIMPSON H2A nails in each end at each rafter. ti O HDU5 HOLDOWNS o Z ALTERNATE W/ 5/8"ANCHOR BOLTS +n at each Rafter. With w N = LOCATION E.0 2"x4"CONTINUOUS 5 8d x 1-1/2" nails in Rafter PROVIDE STRUCTURAL RIDGES Z ~ ` ` 2 2 LATERAL BRACE AT 6'o.c, ( 2X6 MCA SILL n-`DLl 1 4 Ft Perimeter OF HOEDOWN o o• N TRUSS OR CEILING JOIST 2 8d X 1-1/2" nails in late Each Rafter on Each side (GROUND CONTACT) J U)O " m m m E °i `o a �' O p J = 4 o.c. Zone Panel Field 2-16D NAILS @ 6"� w y E GABLE END 5 8d x 1-1/2" nails in Stud of Rid e to have a ¢ ~ Nails spacing Nailing-See See Nailin 2 ° o 0 cow T 2-10d NAILS ( ) g TYP CONC.FND.WALL E p g 9- g Simpson LSU skewable han e . - o 6.) a o 2 _ _ p g �_ Schedule Dw -1 CONNECTED s o c c Z o o u aci o m 10 8d NAI TYPICAL CORNER o w z g mag o w o 5 0 0 CONSTRUCTION ¢X ~ TRANSFER SHEAR ca m c o E o o ,n m o SEE DETAIL ABOVE Q m o- O LOAD `� Q aNi o Y 1-1/4" x 20 Gage Metal Coil TYP.ANCHOR BOLT ALTERNATE TYPICAL HOLDOWN PLAN w .CATION L_y r 3 5d COOLER NAILS AT 10"o.c. Strap with (5)-8d common nails ° OOF HO DOWN N.T.S. c N d,- , - 9 2 N•- o rn ° DETAIL (cr�. GARAGE oo � � = ate 2"x4"BLOCK NAILED TO EACH in each end. catch jack studs DOOR CORNERS t �, y Y o E BRACE WITH 4-1 Od NAILS O° GYPSUM BOARD and window or door Header. ° ° CONNECTED TO c =o tr mos o E C ° Look Out Blocks _ _ 0 o = o ° TRANSFER SHEAR Less than s t.�= c iE E m.0 o Typical each side and ALL Gable End Wall 5d COOLER NAILS AT 7"o.c. 2016d COMMON NAILS or Equal HDU5 HOLDOWNS �w z c Q N c c =o to 20 GAGE STRAP windows and doors. @ 6"cc VERTICAL % o -— m o L 0 2X STUDS @ 16"O.C. t0 12" W/ 5/8"ANCHOR BOLTS m c o E m m v 0 o v I! ip BLOCKING @ 24"O.C. 11D-8d NAILS 12"MAX H ° = 1c- E o.S o a END WALL STUDS RAFTER-TO-STUD CONNECTOR & BRACED WALL PANEL JACK STUDS TO HEADER TIE RAFTER TO RIDGE STRAP PER IRC FIGURE 602.10.7 TYPICAL HOLDOWN RAKE OVERHANG LIMITS - LOOKOUT BLOCKS CONTINUOUS SHEATHING METHOD SEE FOUNDATION PLAN NTS CEILING BRACE @ END WALL_ NTS IN LIEU OF RIDGE STRAPS 8602.10.4.2. FOR MODEL NO. TYPICAL HOLDOWN PLAN ��nn WFCM FIRGURE 3.7a NTS PROVIDE MIN.2X4 COLLAR TIES @ EACH RAFTER V NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD DETAIL BETWEEN GARAGE z CORNER BRACING AND HOEDOWNS DOOR OPENINGS N.T.S. z _J O 4 5 2-1/2" LONG 6 TO THE RTATTACHED AFTERS W TH 4 8D NAILS8 7 NTS 9 n � EACH END V LJ_ CEILING OR ALL THRESHOLD CAREFULLY D Q FLOOR JOIST FLASHED&CAULKED TO J DIRECTION PREVENT O [Z 0 ENDWALL—► ENDWALL WATER INTRUSION I I OM POSITE RAILING CONTINUOUS FLASHING EXTENDED SYSTEM.VINYL RAILING SIMPSON BSC = I I OP AND BOTTOM RAIL LOOR AND CEILING JOISTS PAST JOIST HANGER Were the distance is AND COLUMN COVER AND A MENSIONAL LUMBER OR ENGINEERED COLUMN CAP. MEET RCNYS between 9-1/4" to 15-1/4" CUT A (J�OIIST S-SEE PLANS ( GALV. DECK HANGER 1 FOR CODE POST TO HEADER CONNECTOR COMPOSITE OR provide blocking @ LENGTH SIMPSON LU S26 @ 2X6 PRESSURE TREATED Igl braced wall panels 12" Min SIMPSON LUS28 @ 2X8 WOOD DECKIN X 4 TREATED POSTS SIMPSON ABU POST , BLOCKING SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST O CONCRETE BRACKET TYPICAL AS PER MANUFACTURES 4"OR 6"TREATED •�• SIDE COVER 2"MINIMUM AT 48"OC _ - SPECIFICATIONS. POST 2-1/2"GALVINIZED CLEAR 2-BAYS IN BLOCKING @ 48 INCHES ON CENTER N 2 x JOISTS I O 1/2"DIA.GALV BOLTS W/ CARRIAGE BOLTS ti LOCK WASHERS. GRADE SIMPSON H2A S I.._. O 1/2"x12"LONG STEEL Solid blocking between at each Rafter. With o O SECTION A - A 2X P.T. LEDGER;ONE SIZE GREATER 2x RIM JOIST ANCHOR BOLT rafters attached to top (5) 8d x 1-1/2 nails in Rafter Use 1-1/4„ Metal THAN JOIST AND NO GREATER Z COVERED FRONT PORCH FOOTING: plate with 8d nails 6” o.c. 2 8d x 1-1/2" nails in late U) THAN THE DEPTH OF BAND JOIST @ ( ) P Coil Strap 20 Gage SIMPSON H2.5 AT 24"x 24"x TO VIRGIN SOIL alon len ht of braced wall �� } Q END WALL BLOCKING DETAIL . : < : ATTACH To BAND JOIST WITH g g (5)8d x 1-1/2 nails in Stud 12 Min 5 8d common nails Il W FOR FLOOR AND CEILING BRACING 1/2"DIA. LAG SCREWS PER IRC EACH JOIST panel. ( ) Q U) 6i o. TABLE R507.2 in EACH END at Q tip of lag screw shall fully extend beyond DECK FOOTING 12"DIAMETER Z the inside face of the band joist. a BEAR FOOTING ON VIRGIN SOIL �� EACH Stud. WFCM 2015 FIGURE 3.7b NTS j SIMPSON BC Q W FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH o°. POST GIRDER 36"MIN.BELOW GRADE 8d @ 6 oc Along -, u BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL CONNECTOR BLOCKING BETWEEN RAFTERS CED BRACED WALL PANELS Braced Wall Panel EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS MAXIMUM OVERHANG IRC 602.10.8.2 (1) NTS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT SHALL BE JOIST SPAN/4 A MAXIMUM OF 4 FEET ON CENTER. NAILING REQUIREMENTS P.T. POST TO CONC. PIER & FOOTING PER NAILING SCHEDULE. CONNECTION Ca, COVERED PORCH NTS WALL TO WALL STRAP H 10 JOIST 12 WHEN ATTIC FLOOR, CEILING JOIST OR HIP ROOF IS USED TO BRACE DECK AND RAILINGNTS DETAIL 13 SIMPSON ABU Installed in accordance 14 ,� 5 NTS THE GABLE END WALL, DIAPHRAGM BLOCKING IS NOT REQUIRED. 11 LEDGER BOARD ATTACHMENT TO BAND J NTS with Simpson Specifications � 1-1/4" x 20 gage G-185 1-114" x 20 gage a e G-185 Dipped w Holdowns are required at Hot Ded Galvanized Strap � each end of a perforated 3-Corner studs��` with pp d common nails Hot Dipped Galvanized Strap shear wall. When full height at each stud, wrap under sill with (5)-8d common nails N connected to 3-2X �' O1 shearwall segments meet at transfer shear o f o and nail to back of each sill. at each Stud, wrap under sill � � a 3-Corner studs a corner. A single holdown s" o Framing members Strap may be attached OVER and nail to back of each sill. connected to load e the plywood OR directly to Strap may be attached OVER U shall be permitted to be o `� the plywood at directly to W o transfer shear used to resist overturning \, studs. Studs. load forces in both directions 2-16d Nails TYP. HDU8 HOEDOWN @ 6 o.c. w/ 20-SDS 1/4 x 2-1/2 Screws N Nail to back of each stud H k when the walls are fastened 2-16d Nails 6' as-per detail this page. @ 6 o.c. a Simpson 7/8" threaded rod ° '��° A A A 1 c 3-16d @ 16" oc Along TYP. HDU5 ..,��coupler-nut and SSTB anchor " Braced Wall Panel i 111111 111111 ° HOEDOWN bolt thru-box and inbed A into concrete foundation. =Illi i;° n o Preservative-treated and framing RE®ARC 5/8" Simpson barrier required for cSa J H/G, Preservative-treated FOUNDATION-SILL-STUD SSTB connectors in contact �� O , � '. Anchor Bolt with treated wood STRAPPING -til-III �_ barrier required for � :=l'�" �'`_ `` Wrap strap under connectors in contact Applies to Garage Wall and !-1i1-11 sill and Nail to per manuf. Specs Slab on Grade Construction -11I a back of Sill and NYS Code with treated wood `s NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR i,� TYPICAL SIMPSON HDU5 C RAFTER FACE TYPICAL 6 ON CONCRETE AND BETWEEN GARAGE OPENINGS SIMPSON HDU8 CORNER HOEDOWN �"Z ro BOX FRAMINGSTRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD 16 NTS 17 NTS 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 OF (� OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. v 6"DIAMETER REFLECTIVE RED REFLECTIVE WHITE RANTONE#1!7 \q F. t \ 5 MM/ • 1� fit` 62'-S I I I I H n 24I- 11 -O I 9 9 15 10 2 0 M 1/2" The construction type STROKE LADDER&STEPS R310.2.3.1 15 „ I I, designation shall he I-O� 6-O� �-1111 'f'-1111 "I",'41++,+4 I",'4V"or"v+' WINDOW WELLS WITH AVERTICAL to Indicate the construction DEPTH GREATER THAN 44 INCHES classification of the SHALL BE EQUIPPED WITH PERMANENTLY structure under DESIGNATION FOR STRUCTURAL AFFIXED LADDER OR STEPS USABLE 2x6 der-k Jo st d6" or- section treated section 602 of the BCNYS COMPONENTS THAT ARE OF WITH THE WINDOW IN THE FULL OPEN e1 TRUSS TYPE CONSTRUCTION POSITION. RUNGS SHALL HAVE AN ' aFn FLOOR FRAMING,INCLUDING INSIDE WIDTH OF AT LEAST 12 INCHES ;�`-_ _ _ _ _-�`, SIMPSON HOEDOWNS; r >r GIRDERS AND BEAMS SHALL PROJECT AT LEAST 3 INCHESPROVIDE HDU8 @ 2-STORY WALLS "R" ROOF FRAMING FROM THE WALL AND SHALL BE SPACED i r �� Typ Deck --------- OR HDU5 @ONE STORY WALLS --JBUILDING "FR"FLOOR AND ROOF FRAMING NOT MORE THAN 18 INCHES ON-CENTER DECK LEDGER Footing ; PROVIDE AT ALL CORNERS& sTANDARDS AND CODE s VERTICALLY FOR THE FULL HEIGHT OF ' I SEE DWG 2 1 BETWEEN GARAGE DOOR THE WINDOW WELL. `� I FOR DET I ; OPENINGS. REFER TO FCM& TYF` DWG 2 FOR REFERENCE HOLDOLUNS HDU8 , 1 SEE DWG 2 TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4FOR DETAILS U ' NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD X 11-411 cv 21-011 x 11-411 - ' _ _ __________ ____________________________________________________ _____' 0 `--------------_____________-__________cf�___ cv Applicant shall provide engineered wood placard I _ on or adjacent to electrical meter box for field inspection. I T/'\ ►►►---®®®—� u I V1 ----------------------------------------- - •--------- --------------------------------------------------------------' ` L---• I n Residential structures with Truss type construction, Pre-Engineered Wood Construction And/or Timber Construction for new dwelling and/or any addition,alteration WINDOW WELL R310.2.3 a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 HORIZONTAL AREA SHALL BE shall be affixed on or adjacent to any electric box attached to the exterior 9'-0"SQ FT.WITH A of the structure for field inspection HORIZONTAL DIMENSION OF 3'-0"TO ALLOW FOR MAINTAIN REQUIRED SEPARATION' " " ' ' 1 I `-----• [r]��'1 EMERGENCY ESCAPE AND 3-� INSULATED SOLID CORE O DISTANCE FROM ALL HEAT RESCUE. COVER PLACED STEEL DOOR,SOLID WOOD PRODUCING EQUIPMENT TO DOOR(MIN. 1-3/8"THICK)OR LL COMBUSTIBLE MATERIAL AS PER 1 •------ OVER OPENING PER R310.4 Iv , , + I I 20-MINUTE FIRE RATED DOOR. � � MANUFACTURER'S SPECIFICATIONS cn EACH WEATHER STRIPPED m TDP OF CONCRETE I � � AND LATEST MECHANICAL CODE. �® w/sELFCI_osINGDEVICE, TYPICAL INT. FOOTING/COL I - WELL V.I.F. I I 30" x 30" x 12" Thick, poured '' ; �n 0 FEEEEEEII 21-c311 _ Concrete footing W/ (3) #4 Rebars r UNFIN. BASEMENT TYP. ROOF CONST. I ____. Ea Way & 411 O.D. — 4" CAST-IN-PLACE CONCRETE DROP TOP OF CONCRETE ' �� I ' = Diameter steel column. X SLAB INSTALLED IN AS REQUIRED FOR _ ' ' I c�I ' O C7 _N ' I SIMPSON H2.5 SWING DOOR,SEE PLAN �9 i w ; O w W ACCORDANCE WITH IRC , ------- SIMPSON ' X = 111-11% 11 36'-4 " SECTION R506 , EA. RAFTER TO FOR SIZE , _� _ , ' HEADER Q 1 m N I II 8'-0l' 1'-11'L" ('-I" 1'-21 I '11_211 ; I I L 1 ' ' 1 I ------ ----- -- -- -- -- ------- -- -- ---- -13 ----, •---------, ' Beam Pocket (typ) -- - ------ -----, I 1 C O C l'n 'C `C 1 SIMPSON BCS POST TO HEADER 1 '---- -- a) :P C ' ' l3) 13/4" -1/," LVL OR 5.5" X 9-/2" P WER Bm U (6 Q CONNECTOR � ._steel shims as req d__ I _ ......_ .__ _ _ p _....... . ....... ,iv.._ m ja = O .I...................I...®...i......... ..... •......... . ...®...V........ ' ...I. I �..I •I--+ .. i-+ V 1 I Cn 1 I I I I 11 111 I I II 11 I I I '• I 1 O _ Q) � �Q TYP HDU5 I I 1 I I 1 I I I I 1 11 III II II 11 1 ' 1 1 ' 1 1 N 0 O (� CL •� `------' I ' ' - Tn 0 .� rn 'L (n 07.0 4X4 P.T. WOOD POST THRU v C C • , 1 . , I I O I 1 11 II I I II u , 1 i i ' co Q = Q) II II II 11 II I - I I I In L Q) Q a) 0 0 --------- -------------------- ----------- u u n u n — .�+ �- .. 1 I 11 II IIS-11- 11-- L HOLLOW COL 1 , I 2x4 Frame Around the I ; I + U O 10 Staircase From Floor 411 i , I = O �, (n Q 4- Staircase I I to underside of Joists. --.,- , S, N , I `�- ,� O a _ Treated shoe and gyp,bd --------- m _ U a O C cn O �, `t 4'-4" 14-O 3'-11 11 I d) 1 1 _ TYP. DECK �� N Walls. Minimum.R-13 I ( -- I --_---.-__ I N co C N C � +r SEE PLAN FOR SIZE 1 I — in all walls and R-1 9 on a C ' ' optional Stair to 1=Basement underside of staircase. , , I _ ' _JO = CO O Attach railings per code. _( ___(�/ ------I } ,_ I F— fl-— c� ct3 O Cr concrete/wood (stair to basement O I �I } ---�-_- - O N in accordance with IRS 2015 Code ; ; —1 ' }' I - -WM-i U_ I 1 ' X I I Provide handrail and guard rail =_ SIMPSON H2.5 @ to Code and 8" concrete wall and > - 1 r ______ __ > -4 _ I _ 1 O EACH JOIST TO GIRDER footing to virgin soil with a I rl X + ;C14 I O 4" concrete Landing at Bottom. _X x1 X •'I I � I I =fY C"II 1 N I I X I I ' 22'-1" O SIMPSON BCS POST 1 CAP @ EACH GIRDER TO JOIST UNEXCAVATED I , 4" poured concrete slab with 6x(o 10/10 WWM, on compacted --�- - 1 •-------------- ------------------ -- granular fill. Pitch slab - ------ -------------------------'--• o I ° i4"/ft to garage doors. __ ' I I p 1 r----------- -----------------------• I 1 I - ' _1 •---------- ------------------ ------- R- - r_ 411 P.T. POST ILI drop top of concrete 1 I t"1 DECK LEDGER I O ~ DECK LEDGER I -_ ' I1 as required for garage ' ' SEE DWG 2 ----- ------------------------' SEE DWG 2 1 Z FOR DET ' doors i i Q L) FOR DET TYP HDU8 .Q ' I 0 1 I HOLDOWNS SIMPSON ABU STAND OFF I 1 11 I I _ _ - IQ '°' POST BASE WITH 1/2" ANCHOR BOLT ; 22-1 I X o I SEE DWG 2 O _ < U1 111 1 011 i 'amu cv ; FOR DETAILS O �_ INTO DECK PIER - REFER TO Q I >- } U I I 1 , -----, — -----, 2-2X10 TREATED ----- 2-2X- - R -----, _ •.°•. FOUNDATION PLAN FOR SIZE 1 '------ 10 T EATER I O •�• I 1 I I I I I I I I 1 p� 1 I I - ; - - - -o-�I- - '—T - -E3 ------------------------------------------------------ 1- L- ` 1 I I 1 -----' -----' -- ----- `-----' ' ----- ' ---------------------------------------------------- Typ Covered 11 ' TYP HD1.15 HOLDOWNS Porch Footing BETWEEN GARAGE TYP HDU5 (_ DOOR SEE DWG 2 HOLDOWNS see det on DWG-2 /� + FOR DETAILS SEE DWG 2 A FOR DETAILS V < v1 TYPICAL PORCH STRAPPING Cz t- I II 1 N I II 2-011 I FOR HOLLOW COLUMN 12-s to-� 14-0 WU 17A o DETAIL FOR STRAPPING PURPOSES ONLY,REFER TO PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. V U 231-5° HCl 62'4' ►�j 7d ix M .fl ALLOWABLE HOLES IN LVL FLOOR JOISTS: a .� Maximum diameter = 'I/3 of the beam depth per span TYPICAL FOUNDATION ® Maximum 2 holes o `� c � p p v, Minimum clearance from edge of hole to: IN ACCORDANCE WITH IRC CHAPTER 4 FO�.I�� T�CN �� A edge of adjacent hole-2 times the diameter of the larger hole TABLE 8404.1.2(8): TYPICAL ANCHOR BOLT edge of beam— / of the beam depth S" CAST-IN-PLACE WALL WiTH MAXIMUM SPACING: 5/8" @ 42 O.C. face of support-6 inches HORIZONTAL REBAR PER IRC TABLE CJ'+ CALL: 114" = 1 '-011 EMBEDMENT OF 7" WITH 3" X 3" SQUARE TRIPLE STUD R404.1.200) OR SEE DWS-1 FOR TABLE WASHER. HOLD 12" OFF CORNERS AND : ® FLOOR TO FLOOR ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, HOLD 4" TO 12" OFF EACH END OF EACH HOLDOWN 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE SILL PLATE. AS PER WFCM TABLES 3.2A,B,C. . TYP. HDU HOLDOWN FLOOR PLAN VIEW SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND V �'��, orscl� y SEE ADDITONAL DETAILS ON DWG 2-3 TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP FOOTINGS 1V TO 2H . OF 6 Double Frame Attic Thin profile access opening structural Rigid insulation Fireplace enclosure sheathing glued together 2X ceiling joists insulated to top and lay or'plywood see plan w/ of second floor Sheet Metal Firestop attic hatch-R value R-38 Batt Insul. ceiling line Seal joint with equal to the Ceiling Non-combustable insulation requirement support sealant blocking 1/4"structural sheathing as enclosure liner sealed 24'-1" Sealant or at perimeter and seams. w adhesive Pre-Fab Fireplace / I II s ' I I I' I " 11 111 ' 1I Refer to manufacturers Casing / -doh specs for installation 1x2 Stop 1/2"Gyp.Wall manual 1/2"plywood Board e� Typical foundation&framing attic hatch See architectural plans (see plan for size) WOOD DECK rT� ATTIC HATCH DETAIL STAIRS& AIR SEAL DETAIL PREFAP(FIREPLACE NTS RAILINGS AS This detail is for weatherstri and draft sealin ,TS g N PER CODE ppim It is not to be used as a guide for fireplace installation. _ ____ ___ _______________ Refer to Manufacturer for installlation manual. ------- --- ---------------- Venting of Equipment Install in compliance w/ Q chapt 24 d RC G2421 CONTINUOUS BEAD venting ofequipment thin profile structural Tub OF SEALANT ' 1=figure X3242-1.8 w F� sheathing as draftstop Typical behind tub exterior SUBFLOOR GLUED,CAULKED OR GASKETED ---- Continuous Bead wall TO RIM JOIST/RIM CLOSURE of Sealant or LT 1 SEALANT C33 52 30 3052 adhesive Sealant AUJ3) c" „ 5-1/2 x 11-7/8 LVL Flush SILL PLATE INSTALLED I (2) 1-3/ 2�r_LA- I 2-2X10 Adhesive I OVER GASKER SILL _ o U 2- Xlb Sealant SEALANT -C I N _ 11'-11'h° o - DRAFTSTOP&SEALANT AT AIR BARRIER AT FOUNDATION TO BAND JOISTS 5'-O" 6'-2 " EXTERIOR WALL OF(BATHTUB NTS 3 _ NTS } KITCHEN , N �r0 0 DINETTE -, DEN Eave baffle installed 0 O r 0 , 0 I 0 O adjacent to soffit and eave �p o C:, N 0 0 ' O ' vents. Baffle shall extend over _ 1�- I UL listed ' the top of the attic insulation Typ Roof Const. ' I Pre-Fab Fireplace, as per IRC chapter 11 3-O P (R40202.3) x CJ w/insulation O x ' >i Hearth e�ten Ion ; as per drawings ' =ry - I Typ Fascia/ - N \ N , I S SMOKE as per NYS Code SOFFIt see d , O ALARM O _ cn Const. Dwgs , i, N m ~ �v .Ev I I CO ALARM UCT 36',REFRIG Sealant or ' >n Typ. Exterior wal adhesive 3'-O" 1_8„ CHASE ' 3'-2/2" Q See Const. Dwgs , „ - E VN 2-2x10 ►� 3� 2) 1-3/4"x11-7/8" LVL FLUSH _ _ _ro-01 _ _ _ o a� , ito - - - - - - - - 2'-O" `r ' — — — - WS/IN L ' (2� I-3/4"x 9-1/2" LVL `� - 0 _ 'r .SIR SEALING DETAILS RAFTER SEALING 4- 3-O 5-O � � 0 lin U O Co NTS m c . U N O0 '� C Cn tS 0 ---- ------------------- INSULATED SOLID CORE 0 -- _ ; •1-' 'O 00 � O GLOS�ET - ----- � O` � � O STEEL DOOR,SLID W OD _________ — DOOR(MIN. 1 3/8"THICK)OR A80'vE L O O ` v� i Q STAIR TO BASEMEN ' 20-MINUTEFIREIRATED DOOR. — DINING ROOM I I --�------ Ca _ "- C U +� CAST-IN PLACE CONCRETE STAIR EACH WEATHE STRIPPED I I 2X4 wall ____------ LIVING ROOM m ; b c0 E O -� C tin E o 'r- IN ACORDANCE WITH IRC-CHAPTER 4 I W/SELF CLOSING DEVICE. N I I ' -' - O - 'O C under stair --------- N m m m — r- cc ROOF �L 4"VTR -4 PROVIDE HANDRAIL AND GUARDRAIL L — — — _ _ NII 0 ; `" Pre-Fab/ Factory Built Fireplaces -C = c 0 'a M TO CODE.8"CAST-IN-PLACE CONCRETE 0 _ - --------- 7 _ , 0 Co 0 07 _ IV ul WALL AND 16"X 8"CONC.i DOTING TO I -� �v NII O _________ L �, - In accordance with IRC code chapter VIRGIN SOIL WITH 4"CONCRETE LANDING, L = ' _� �i TOP AND BOTTOM OFSTA dRRUN. 0 ' NII ---- ---- 0 ; 10, factory-built fireplace inserts shall 2" 2 I GARAGE I I _________ ifs - be UL listed and labeled and shall be I DWELLING GARAGE SEPARATION U- =1 installed in accordance with the X 3' 3„ _ - _ X - IN ACCORDANCE WITH IRC TABLE - - �, I R302.6 ,= conditions of the listing. Factory-Built 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/ " 1 1/2' 1 1/2 -' _' _' SEE DWG-1 FOR TABLE �- _ —' fireplaces shall be tested in accordance N 22'-6" 12'-8" 10'-O" 13'-ate" ; with UL 127. Hearths shall be installed in 722�2" 2" 5�" Ste" 3i/2" FOYER 3V2 - ; accordance with the listing of the 2 ND FIL. 17—ro 3" m = N Fireplace & in accordanlce with IRC Code 2" 2" 3" 3" 2 �_ I o z +- o - for Hearths & Hearth extension. x Q� a `v m tr POST N 3 � � N I 2-2X12 S, 1 ° - W LVL � � All Fireplace shall be equipped with an 2" 2" x , m g TYP 2-2x12 N exterior air supply. Exterior air ducts N 7 x N shall be UL listed. Factory Built Chimneys 3 TA 360;11--f/8"-Flo I r Joists 16" or- m 10SectionR1005 Factol be in accordance ry B C Chimneys. apter Q 2 1 1/2 3 1 1/2 1 1/2 Yr lu WASHE DW — 2' C14 re er o W z 1ST FI_. 2 ,2 x 10 rafters s 16" oc I '2 x 10 rafters 16" oc - Q `� d 4 FAI 3 p 2x4 collar ties -m 16"oc I 2x4 collar ties 16"oc LU „ 3„ -1 N 3" N n' CO CO 4„ CO + I — — - — - - — - — - — - - — - — - - — - — - - — - — - — - - — - — - - Z I 4 2-2x 10 2-2x 10 4 4" C.I.H.T. 3052 3052 --------------- 4 X 4 POST WRAP CONNECT TO A NEW PLUMBING RISER DIAGRAM 4 WITH AZEK TRIM SUFFOLK COUNTY DEPT. NOT TO SCALE ; SEE STRAPPING DETAIL 111- II OF HEALTH APPROVED SANITARY SYSTEM -_--_-_-; PAGE -3 �H w R602.8 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft openings (both vertical anid horizontal) and to form an effective fire barrier 6-4 (61-411 between stories, and between ;a top story and the roof space. Fireblocking shall N be provided in wood-frame conistruction in the following locations. (0 ro 10'-5" ro'-h" 12'-8" 10'-'i" 14'-0" a � 1. In concealed spaces of stud walls and partitions, including furred spaces and23-5 o parallel rows of studs or staggered studs; as follows: 3�-3 1.1. Vertically at the ceiling and floor levels. 60'-8" o � � CZ 1.2. Horizontally at intervals not exceeding 10 feet. 3,-1" Plate Nei ht -0Plumbing Note: 7d o V . ALL PLUMBING SYSTEMS SHALL BE "I=2. At all interconnections between concealed vertical and horizontal WINDOWS, EXTERIOR FRENCH & SLIDING DRS ,�J-- '�' �CCR �� INSTALLED IN ACCORDANCE WITH ® � T spaces such as occur at soffits, drop ceilings and cove ceilings. WINDOWPROTECTION Plans indicates ANDERSEN series 400 PART VII OF THE IRC 3. In concealed spaces between stair stringers at the top and bottom of the run. TOP OF THE WINDOW SILL SHALL Model Numbers and shall be In accordance with IRC R609 SCALE: 1/4" _ V-0 Electrical Note: Enclosed spaces under stairs shall comply with Section R311.2.2. BE A MINIMUM OF 24" ABOVE To be designed & installed as per manufacturers ALL ELECTRICAL EQUIPMENT ED ARC specification for 140 ultimate design windspeed AND WIRING SHALL BE INSTALLED ye �'/�. U 4. At openings around vents, piipes, ducts, cables and wires at ceiling and FINIHSED FLOOR AND FINISHED s p g e �P 0 O FLOOR IS GREATER THAN 72" and IRC Table 301.2(2), 301.2(3) ,AREA; 1430 S1_ THE IRC. A MINIMUM OF 75/ PF IN ACCORDANCE WITH PART Vlll of O floor level,with an approved material to resist the free passage of flame Provide HP LOW-E lass; U - .30, SHGC = .29 PERMANENTLY INSTALLED FIXTURES \ N and products of combustion. ABOVE THE FINISHED GRADE g � �� ` MUST HAVE HIGH-EFFICACY LAMPS. OTHERWISE: EGRESS: shall meet R 310 L�. 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19. WINDOW FALL PROTECTION IS WINDOW FALL PROTECTION: shall meet R312.2 - Mechanical Mechanical systems Substitutions made upon meeting Code. THE MECHANICAL SYSTEMS SHALL ' 6. Fireblockingof cornices of a two-family dwelling Is required at the line of REQUIRED - IRC R312.2 p g O Smoke Detector BE INSTALLED IN ACCORDANCE WITH Dy, 1� y g q See page one, general notes for additional Carbon Monoxide Detector PART V&VI OF THE IRC. �+, rF dwelling unit separation. Co code requirements. O Refer to DWG-1 General Notes ALL MECHANICAL SIZING PER ACCA P N MANUAL"S"BASED ON LOADS CALCULATED PER ACCA MANUAL"J" OF In Compliance with R314, R315, IFC 915 DUCT COMPLIANCE WITH MANAUL"D" Ridge vent ice and Water Shield consisting of -.-4 stud corner ridge board one size 2-layers of underlagment cemented r►"� larger than rafter dimension together or of a self-adhering Simpson HDU5 �•/ strap ridge per polymer modified bitumen sheet, with 14-Simpson SDS 1/4"x2-1/2" detail on DWG-2 , " shall extend from the eave's edge wood screws to a point at least 24 inches inside the EXTERIOR wall line of the 6uildin g• Threaded Rod with Nuts Finger Tight plus 1/2 turn 8 2x4'8 .8 le" oc N . 12 with a wrench 8 Typcial floor system Simpson HDU5 �® with 14-Simpson FLOOR TO FLOOR HOLDOWNS; IIs SDS 1/4"x2-1/2" SIMPSON HDU5 HOLDOWNS WITH TOP OF PLATE wood screws 5/8" ANCHORS. PROVIDE AT ALL BUILDING CORNERS SEE DETAIL THIS PAGE ] TYPICAL TIE DOWN 2x8 LEDGER BETWEEN 1 ST & 2ND FLOOR SCREW STUDS TO rT , STUDS g 16" OG' ntS II I I I II 1 SIMPSON SKEWED 2-6 6-�1 6-10 6-I 9j" ' i 1, HANGER g EACH Bedroom #1 11-5 4 4-2/4 W 01 RAFTER BATHROOM '4 -- ----• 12 - fes+--i TOP OF SUBFLOOR - I�/ 2X4 PLATE TO SIT ON TYP.HUD5 ' TOP OF PLATE _ _ _ _ SUBLOOR FLOOR TO FLOOR ' HOLDOWNS---,,,,, V 1 Box out 1' � f Beam W/ TJI FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ TEMP CLASS ' Azek trim t: _ _ _ _ _ _ _ _ Vtnyl Soffit on JOISTS 77 3046 3046 3046 3046 �' ' T furring strips � m 2842 - 2 , LIVING ROOM DEN i o 12-2x10 2-2x10 2-2x10 2-2x10 36 X72 , I 10'-C3 2�_ II 10'-C sHoJ i ASE '' PROVIDE FIRE BLOCKING IN I _ - 12'-911 �� ° o I N . I 3� �� 3 ' O 036 ILVL FLOOR OF THE IRC RESIDENTAIL CODE.ACCORDANCE WITH R30211 I \J - _ TOP OF SUBFLOOR JOISTS I I _ \vstl 0 !P - fan 0i' - - - - I w I �r N (a ® BATH TOP OF FOUNDATION _ - — f l � I u- I \�` o - Bedroom #2 1 DECK LEDCxE D° D� I X I \, U 2_4u ---- `r 'a Bedroom #3 x 't z m SEE DET ON • I N i03 O I I DWG; 2 a;. LVL GIRDER a;; I KNEE ALL TO I M \� S N N __1 4'-111 S'-4�° O W I II C 0) -0 O I ° SLIPP RT RAFTERS 3,� O O FHIG� ,= p U Z �2'_6" - W 'LK-I N 2 BASEMENT I — — — — — — — — o x _ 4 N ; O �— +. � _ c (D r- - — — — — — — 3�" N N X, CL©SET I set ° c L) o E �TYP.BASEMENT SLAB ryHALL N __� `: I wal I ht cc Cn o oIU TOP OF FOOTING— I � a' a ��`° _ r'C' ' I II � Q � VI-- - — - — - — - ----------• RAILINCs / 2-2x10 ' 10 0 +r � ❑. c "� O .24x48 U CO 2x12 Ri -� ' I �' ° E 'er o r; S1�`YgGnT' ; --. _� U dJ m ❑ FLAT �— - — - I ' ' - -- _ `� 2x10 Rafters 1 IIOG O +. Teco 611 jO(Bt5 t0 Hdr I 6-Q I I ,' a, L � .� a) strapback of Hdr m ' _- -- --// O N ' ' ' \ " ' I �p C a) -a c t0 Posts, secure posts �' I +' \ R II `` `` 2x� Collar tieaJ Qe � ,' to footingwith alv A m O ttl o 0 2-6 RAILINGS I I I I I O m -� -� O -0 O 9 SECTION � '�------ - -------- -- m I F— � �— c� ca o a- Post anchors 2x12 RIDGE 2'-0" - - --�- - -- ----- ; Bedroom #1 ; SCALE/� II ti 3-1/2 t o-I/2' LVL BLUSH U : 1/4 �O \�� O , -- ----- \ TRAY CEILING p ; �g WALK-IN I \ OPEN TO I _--L----- ; SET CJ AT 1&0" SEE DWG-1 2 FOR I CLOSET - BELOW a — _ — - — - — - — - -l0 ; 0STRAPPING DETAILS 41-01' AND NAILING SCNEDS. TYPICAL FOUNDATION CONSTRUCTION I ; � % w' ___i_____ I \I 3000 psi psi Air Entrained cast-in-place concrete I j �• \ �' ; 7, Q wall on cast-in-place Concrete Wall Footing - TYPICAL ROOF CONSTRUCTION refer to Foundation Plan for footingsize & thickness. ° N `� ; - I Bedroom #4 \ I - Class A Asphalt Roof Shingles w/ "' N I �, ----- 0 A I Concrete Horizontal and Vertical Reinforcement fasteners per manufacturer's specification �' I x , I N \ I p p per IRC Chapter 4. � N e ' SAT ,ar ' �o - Q and IFC 2015. a 7' s - ' Exterior- Damproofing. 2- 2x6 approved r o � I �' I o� I �,o \ , II p g Pp 12-10 �� I 10 to Ice & Water barrier as per IRC section R905.1.2 treated Sill Plates, Sill Seal And Termite Shield. ° Note: Double underly ment is required x x I 3� `2x10 Rafters a 16"oc 3 " , ; 3�" _ -------------- for _________ __ ( Y q Anchor bolts per Foundation Plan and WFCM 2015 N for Roof slopes between 2 on 12 and 4 on 12) KNEE WALL N I 2x8 Ceiling Joist 16"oc ' III �'r o = {', � I r Q Uplift Strapping per WFCM 2015 manual 2x10 Raft rs 16 04 Framing As per plans with 1/2" exterior grade and drawin s. TO SUPPORT I 2x4 Collar tie s 16" cc I II N x span rated structural plywood Sheathing, g CRICKET ROOF , 2x8 ;Ceiling Joist 1¢ c?r Nail to framing in accordance Fastener _ M 2-2x10 2x4 Collar ti a 16" oc 2-2x10 -M ; �. �' z Schedules & Strappingper detail sheet(s). INSULATION SCHEDULE _ _ I � �' d t Insul;t1in r quir �ens II m ly ith R402 _� L _ - _ _ 3046-2 - �- ; 2-2x[O — — 3046-2 ; �G? er en a 1 2 - - - - - , - - - - - _ - ,- - 4 cp TYPICAL SOFFIT CONSTRUCTION. Or shall comply with HERS insulation requirements 12" overhangs-typical TYP.HUD5 _ _ _ _ _ I_ _ _ _ _ _I PLYWD PLANT SHEL } 6" Wood fascia & 6" Wood rake boards. in accordance with IECC 2015 FLOOR TO 5'-OI'W x '-0" HIGH��azek" V Trim in aluminum or use v ' TYP. HUD5 � � N HOLDOWNS TYP.HUD5 ; FLOOR TO or equal ation R-value Thi ness FLOOR TO FLOOR metal drip edge, solid trim Flat R-38 12" FLOOR HOLDOWNS Fully Vented Vinyl SoffitsFlat Clg * R-3 10-1/4" EACHOLD s DES H Vaulted Clg - Oc 8-1/4" ; TYPICAL EXTERIOR WALL Floor(above garage R-30c 8-1/4" ' 2 x 4 Wood Studs @ 16" oc. with 2x6 walls 1/2" R-3 foam board on exterior. common w/ living area R-21 5-1/2" 2x6 Wood Studs @ 16" oc were noted. Exterior 2x4 walls R-15 3-1/2" + Double top Plate and Single Sole Plate. 1/2" - R-3 Exterior F m Insulation 1/2" exterior Grade - Span Rated air seal walls to p3 air changes pe our00 c� Continuous Structural plywood Sheathing. Above grade tic walls R-15 3-1/2" '4 -------- Fastened per Fastener schedule. Foundation ails R-11 drape atts � a' tyvec House Wrap or equal. (in lieu o insulating basement ceiling) Vinyl or Wood Siding as per clients selection All GI mg U = .30 SCGH: . 6'-4" 6'-g%�" ';'-3%�" �'-3�" 6'_10 411 -i�_1g,11 W ° installed per manuf specs and IRC. Doi than 50% glazing U = .40 [-•I d o uplift Strapping installed in accordance with10� (DDoor-more than 50% glazing U = .30 13'-1 lo'_��' I "! WFCM 2015 manual and drawings. 14-O 'a.�i M If part or the entire attic will be decked over with plywood, TYPICAL FLOOR CONSTRUCTION the ceiling joists must be deep enough in order to fit the 3/4" Plywood Span Rated Subfloor, � batt insulation so that it is not compressed. If not then Glued and Nailed in accordance with the fastener schedule. Clg Jsts will have to be built up or upgraded to the next size. WINDOW FALL PROTECTION NOTE: 2ND FLOOR FLAN Floor joists and Bridging as per Code. r' � aAC O INTERIOR WALL FINISH II i II �(� �i 12" LVL Rim board Provide 1/2" Gypsum Wall Board on ceilings TOP OF THE WINDOW SILL SHALL SCALE: 1/4 = � -O J H,�Cs�F and walls except basement walls & clgs - unless BE A MINIMUM OF 24" ABOVE noted. Min 1/2" Moisture Resistant Wall Board on FINIHSED FLOOR AND FINISHED AREA; 1130 cJ" Ceilingand all walls in Bathrooms humid area FLOOR IS GREATER THAN 72 \ _ ( s) ABOVE THE FINISHED GRADE ' and 5/8" cement board on walls and ceilings in wet areas. k�' OTHERWISE: O Smoke Detector or9o�� ` Provide 5/8 Fire Rated gypsum wall Board on walls q o T� y�� and ceiling located as per code, manufacturers WINDOW FALL PROTECTION IS co Carbon Monoxide Detector 01:NES.. REQUIRED - IRC R312.2 Refer to DWG-1 General Notes OF 6 requirements and drawings. "� Ridge Vent w 12 12 8 10 ASPHALT SHINGLES Ridge Vent w TOP OF PLATE TOP OF PLATE - '- 12 a1O � I - � o 0 ww TOP OF SUBFLOOR TOP OF SUBFLOOR - - _ TOP OF PLATE TOP OF PLATE61 61 Lu - - _ � TOP OF SUBFLOOR- TOP OF SUBFLOOR �y rrr "11 -- TOP OF FOUNDATION ILLI Lo TOP OF FOUNDATION Lo I t., I II I L — — J I I I I I I 1�9tI I 4 retad o ndrade p I I II I I II I I PC P g Q II I I I 1 I I L• u INDOW WELL I (maximum one Riser) TYPICAL I I I I I Fri I I I I I I III- - - - - I I - - - - - - - - - - - - - - - - - - - - I - - - - - I TOP OF FOOTING �I - Il 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1� TOP OF FOOTING - —'- �t I- -L - - - - -I` - - - - - - - - - - - - - - - - - - - - -I L - - - - - - - - - - - - - - - - - - - - - - - - I— - - - - - - - - - - - REAR ELEVATION RICIN ELEVATION I- C O r- cn c: 1E SCALE: 3/10 = 1 -O � � _ c � � II I II SCALE- 3/i�II C U .0 O 'ca), g C O N cn + fn U.n � U •�j'- 'o: C L ❑. O C s O a 0 �_ 3 R3 C N N •C .Q C Ridge Vent o m m = oma ° � I- � 0_ 0M00- 0 _I CV 10 -O Wood 12 12 Framed �� iQ Chimney R162e Vent 2411X24" FIX GL cr f cket Ridge Vent Vinyl Siding 12 611 fascia a ASPHALT SHINGLES TOP OF PLATE Vinyl vented soffit � o - - - - 12 0 0 z El Ridge Vent 10 M U) Q \ 12 TOP OF PLATE , - W 21-ro"x4'-011 DH VIA x 6' H Z > Q 12 \ LL ; FIXED GLASS —Qj � (U ASPHALT SHINGLES \ � \ TOP OF SUBFLOOR 0 Z n TOP OF PLATE ` TOP OFSUBFLOOR SII TOP OF PLATE -- - inyl Siding M� M 117111 En - LIQ u II, TDP OF SUBFLOOR cj __ I - TOP OF SUBFLOOR fl II - TOP OF FOUNDATION , M �J LLQ TOP OF FOUNDATION CZ FSI 1 I 1 _ U. °W ' ° FRONT ELEVATION I �� ED��ti O I J - - - - - m - - - i- - - - - - - - - - - - - - - - - -- - TOP OF FOOTING I — 1 11 I ( I I I II I I I I ��S � `' pi/�'Li - - — - — — - — I— - — — - - - - - - - - - - - - - - — — - — - — - — - - - - - - 17oxo ?- � SCALE. 1 /4" - 1 -0 Ui LEFTELEVATION TOP OF FOOTIU.Q- - - I - - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - r - _ - - - - - _ - - - - - - - - - - - - IT - - - - - - L J - - - •'- - L -J - - - - ` - J� - - - - - L J - - - - - L J - I C C 1 I r: On�r SCALE: 3/1�" = 11-0 — — — — — — — — — — — — — — FaP NEN"�y `S OF 6