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�o��$uEF01 Town of Southold 6/28/2021 y� P.O.Box 1179 o _ 53095 Main Rd �yy�! dao fi, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42118 Date: 6/28/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 105 Bittersweet Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-2-3.2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/12/2020 pursuant to which Building Permit No. 45236 dated 9/22/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with finished basement(recreation room,half bath&exercise room),covered fiont entry, screened porch, rear covered porch and attached two car garage as applied for. The certificate is issued to 105 Bittersweet LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0014 6/18/2021 ELECTRICAL CERTIFICATE NO. 45236 6/8/2021 PLUMBERS CERTIFICATION DATED 12/29/2020 e Bugdin / A ri Signature TOWN OF SOUTHOLD �g�FfO(�-�oGy moo BUILDING DEPARTMENT CO i TOWN CLERK'S OFFICE ,may • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 45236 Date: 9/22/2020 Permission is hereby granted to: Mangini, Mark 366 W 11th St Apt 6C New York, NY 10014 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 105 Bittersweet Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 104.-2-3.2 Pursuant to application dated 8/12/2020 and approved by the Building Inspector. To expire on 3/24/2022. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,040.80 CO -NEW DWELLING $50.00 Total: $2,090.80 ui nspector Form No.6 TOWN OF SOUTHOLD —- ------ -- ------- - - - - --- -------- - ----------------BUILDING-DEP-A-RTMENT- ------------------------ -- -- --- --- 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 I%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 h Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: J 1 rT E L4 gyp' C.,A C �VT�17f✓7'U �, House No. ,r Street Hamlet Owner or Owners of Property: d J 1 i rt r�-,A is V9- L L C,- 1 v - - - --Suffolk-County-Tax-Map-No-1-000; Section---- -Block-- -- ---— -- --Lot- � -- Subdivision fd P A 0360 C-Q-t iN S Filed Map. /17 Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate- (check one) Fee Submitted: $ Applicant Signature CONSENT TO INSPECTION 0Vo AlVL/, 4 N' l of ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is) (are)the owner(s)of the premises in the Town of Southold, located at M - Cum►', , Co r(,IVoGU c //V , which is shown and designated on the Suffolk Ceunty Tax Map as District 1000, Section Block 2 ,Lot -3 That the undersigned(has) (have) filed, or cause to be filed, an application in the Southold Town Building Inspector's Office for the fol�owi ig: 3�� r Qi v�'1'+'1 r r & 6'Lu A r i (z vw` That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances,rules or regulations of the Town of Southold. Dated: 0 ID a (Signature) ��R s n1(wo-(,,'t (Print✓�vv`L `G r ) 1,V (Signature) p Sr'8 '1'1''V w ££ C L L (Print Name) if so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® Q sean.devlin(-5-town.southold.ny.us Southold,NY 11971-0959 C®UNrd,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. 105 Bittersweet LLC Address: 105 Bittersweet Ln city:Cutchogue st: NY zip: 11935 Building Permit* 45236 section 104 Block: 2 Lot: 3.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Triangle Electric License No: 4468ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 88 Ceiling Fixtures 15 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 5 Wall Fixtures 11 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 66 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt G8S Ceiling Fan Combo Smoke/CO 5 Transformer UC Lights Dryer Recpt G3S Emergency Fixtures Time Clocks Disconnect 2 Switches 61 4'LED Exit Fixtures Sump 1 Other Equipment: Fridge, Gas Oven, Micro, DW, 200A Panel 40 Circuit- 31 Used, Floor Heat Notes: New House, Service, Finished Basement, First Floor, Second Floor, Attic Inspector Signature: �� l Date: June 8, 2021 S.Devlin-Cert Electrical Compliance Form.xls 6 sorry©l o_ Town Ball Annex Telephone(631)765-1802 54375 Main Road "!� Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Y ff V1 BUILDING DEPARTMENT TOWN OF SOUTHOLD JUN 1 8 2021 CERTIFICATION Date: Building Permit No. 5a-3(o Owner: i 0 5�0-5 l <S)l-t /[. ls� '� �•�- �' (Please print) f Plumber: (Please print I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of�-O �, 20 aD BARBARA H. TANDY ��'"'�" • ll��� Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk County Commission Expires 01/13/20 A? Notary Public, ����. County o�aOE SO(/j�° # # TOWN OF SOUTHOLD-BUILDING DEPT. °`ycourm '' 765-1802 INSPECTION [ OUN DATION 1 ST ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING , [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ITICS: TT � f lov vvvw MIA-- DATE d y _.�0w INSPECTOR J • pF SOblyo # # TOWN OF SOUTHOLD BUILDING DEPT. couKn, '' 765-1802 INSPECrON = [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY `[- ] FIRE SAFETY INSPECTION [ ' ] FIRE,RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT ON [ ] PRE C/O REMARKS: 6M(Wl�' —�Alplw- a-v/ oz" QV V—;wv� * A k4IG 4 vm4Avl---1 0 Q .� o DATE INSPECTOR pF SOUlyplo � G7,z-- TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION , LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: _ �4ricl DATE ?i I �� INSPECTOR I ho��OF SOUlyolo # TOWN OF SOUTHOLD BUILDING-DEPT. cou765-1802 1 NSPECTI-ON [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [. ] FINAL [ ]' FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [-- ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL- (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: t rn�✓ �� � ur . Cxvt, Ivy,; C�\ ,DATE q -)074INSPECTOR IESOUIyo� ���j 5' `+4-Q/JL1/e * TOWN OF/SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE,&-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] CODE VIOLATION [ ] PRE C/O ^ v REMARKS: ! move pmoke 04 DATE �J Z INSPECTOR . # TOWN OF SOUTHOLD BUILDING- DEPT. �`y�nurrn '' 765-1802 INSPEC ,, 1 [ ] FOUNDATION 1ST ] ROUGH PLBG. [ UNDATION,2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL -[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: F✓ ky,w Am"r1&wfa _ t Opp, vp W fo �K "A xlm Ao__ v K- -vAk �(N,6 �aan om6r, o ,. h� K , DATEl ZOY INSPECTOR LlOE SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 -INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] .INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O /47, REMARKS: - U__) M;�� c7wtf� QAI S47fAA&T7-t0 49 69 le 0 01 nov Llqklu, = DATE INSPECTOR ho��of souryOlo TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ - ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lei r 'to+ti 1 w 0 Oft �G DATE INSPECTOR U m®me Cinergy Rating rtiis t Property HERS �� JUN 1 S 2021 105 Bittersweet Lane Rating Type: Confirmed Certified Energy Rater: Robert B Delfino 105 Bittersweet LLC Rating Date: 2021-06-05 Rating Number: MF195 105 Bittersweet Ln Registry ID: 376939327 _ ,: m Cutchogue, NY 11935 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 57 Efficient Home Comparison: 43% Better Heating 74.5 $811 30% General information Cooling 1.5 $96 4% Conditioned Area 4008 sq. ft. House Type Single-family detached Hot Water 16.0 $143 5% Conditioned Volume 34704 cubic ft. Foundation Conditioned basement Lights/Appliances 29.5 $1553 58% Bedrooms 4 Photovoltaics -0.0 $.0 -0% Service Charges $64 2% Mechanical Systems Features Total 121.5 $2667 100% Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. Criteria Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 75.00 CFM25 2015 IECC UA Compliance Ventilation System Exhaust Only: 118 cfm, 23.2 watts. 2015 IECC Performance Path Programmable Thermostat Heat=Yes; Cool=Yes 2018 IECC UA Compliance 2018 IECC ERI Building Shell Features ECCC New York State 2020 Ceiling Flat R-30.0 Slab R-0.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Wind U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-21.0 WT ration Rate 1 7 CFM50 ( .69 ACH50) Foundation Walls R-11.0 Method Bl wer doo TITLE 1557 ACH50/60MIN/HR=93420/34704- ACH50 Company Energy Testing Services LLC Lights and Appliance Features Address 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/ n Fuel Propane City, State, Zip Bohemia 1 716 Interior LED Lighting (%) 100.0 C othes Dryer Fuel Propane Phone#631-244-2627 Refrigerator(kWh/yr) 570 Clothes Dryer CEF 2.32 Fax# Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate-Residential Energy Analysis and Rating Software v16.0.5 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2021 Combustion Safety Testing Form- JUN 1 8 2021 Certified Home Address: 105 Bittersweet lane City: Cutchogue— ,� Builder Name: 105 Bittersweet Lane LLC Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of Location of this CAZ: Condition Space (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Rate of Test: 2021-06-05 Outdoors Temp During Test: 68 of CAZDepressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: 0 PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No R1 Net Change: N/A pa. If Yes,Total CFM Simulated 0 (explain in notes) NOTES: eating System Primary: Yes❑✓ No❑ Tvne: Furnace ✓❑Boiler❑Heat Pump[:[Other❑ t _ z Venting Tvne 3' Drat Spillage S pills a EO CO" Efficiency Fue[Tvne Circle Te asccil (Worst Case ry' atural or'st Case atural Rating:92 N❑PHODE❑ N=MOSE NSA Pa. Pass 21 Fail El Pass❑Fail❑ N/APPM N/A PPM Water Heater PrimaYes T : Standard Tank ✓❑_Indirect Tankless ❑ Size: 50 Style Common Vent ry: q No Instantaneous❑Commercial (See Note 5 below) (Gallons) Stand Alone ❑d s Venting Tvne 3 Dra t illa a Spillage(Natraal) CO CO' E cien Fuel Tvne (Circle Type) (Pascal) (Worse Case) (worse Case) (Natural) EF:0.70 N❑P_Z O❑E❑ N❑M❑S❑✓ /A Pa. Pass❑✓ Fail❑ I Pass❑✓_Fail❑ N// PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes Z No❑ Oven CO 3 PPM Ambient CO(During Oven CO Testing) 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 Denting 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 Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 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: ter Heater Type' mercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 I a r Heater Typ is"Co erc 1"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Roe Delfin I Rater Number: 2652967 Rater Signature: Date: 2021-06-05 f 105 Bittersweet Lane HVAC Load Calculations for 105 Bittersweet LLC. P.O. Box 162 S.Jamesport, NY, 11972 Prepared By Michael Fauci Energy Testing Services LLC 1648 Locust Ave Unit A Bohemia, New York 11716 1-631-244-2627 Monday,July 20,2020 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D Rhvac Residential&Light Commercial HVAC'Loads ��\ Elite Software Development,Inc. Enerqy Testinq Services LLC 105 Bittersweet Lane Bohemia,NY°11716 Page 2. Pro'ect Report General Project Information Project Title: 105 Bittersweet Lane Project Date. Monday,July 20, 2020 Client Name: 105 Bittersweet LLC. Client Address: P.O. Box 162 Client City: S.Jamesport, NY, 11972 Client Phone. 845-664-5696 Company Name: Energy Testing Services LLC. Company Representative Michael Fauci Company Address: 1648 Locust Ave Unit A Company City: Bohemia, New York 11716 Company Phone. 1-631-244-2627 Company E-Mail Address: mfauci@energytestingservices.com Desicin Data Reference City: Central Islip, New York Building Orientation: Front door faces North Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 98 ft. Altitude Factor: 0.996 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb $mum Rel.Hum Dry Bulb Difference Winter: 15 13.77 n/a n/a 70 n/a Summer: 85 72 54% 50% 75 33 Check Figu-res Total Building Supply CFM. 1,202 CFM Per Square ft.: 0.296 Square ft. of Room Area: 4,065 Square ft. Per Ton- 1,428 Volume (ft'): 35,227 FBuilding Loads Total Heating Required Including Ventilation Air: 39,169 Btuh 39.169 MBH Total Sensible Gain: 27,994 Btuh 82 % Total Latent Gain: 6,168 Btuh 18 % Total Cooling Required Including Ventilation Air. 34,161 Btuh 2.85 Tons(Based On Sensible+ Latent) Notes � Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday,July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC `t>tllN 105 Bittersweet Lane Bohemia NY 11716' Page-3 Load Preview Report Net ft San Lai Net Sen ys Sys Sys CI A Du Scope To /To Are GainGainGainLoss Htg CFM CFM CFM SIZE Buildinq 285 1,428 4,065 27,994 6,168 34,161 39,169 393 1,202 1,202 System 1 1.69 1,588 2,687 16,458 3,842 2.0,299 25,816 278 713 713 10x_1 Ventilation 822 1,659 2,481 4,521 Zone 1 2,687 15,636 2,183 17,819 21,295 278 713, 713 1.0x1 1-Basement 1,292 2,071 140 2,211 9,543 124 94' 94 1- 2-Office 172 1,681 221 1_,902 1,497 20, 77 77 1- 3-Bath 1 65 109 13, 122 668 9 61 5 1- 4-Foyer 246 609 20 629 1,864 24 28 28 1 5-Great Room 334 3,283 429 3,712 3,009 39 156 150 2-- 6-Dininq Room 110 2,389 223 2,612 1,993 26 109 109 1- 7-Kitchen 241 3,894 1,100 4,994 0 0 178 178 2-_ 8-Pantry 80 748 15 763 1,021 13 34 34 1- 9-Mud Room 147 852 22 874 1,700 22 39 39 1-4 System 2 1 16 1_,193 1,3.78 11,536 2,326 13,862 13,352 115 489 489 9x1 Ventilation 822 2,_326 3,148 4,521 Zone 1 1,378 10,714 0 10,714 8,831 115 489 489 9x1 10-Laundry Room 95 923 0 923 941: 12 42 42 1 11-Loft 345 1,129 0 1,129 1,879 24 52 52 1 12-Wic 53 185 0 185 493 6 81 8 1- 13-Master Bath 176 833 0 833 1,295 17 38 38 1- 14-Bedroom 2 163 2,387 0 2,387 988 13 109 109 1-- 15-Bath 2 112 513 0 513 1,048 14 23, 23 1 16-Bedroom 3 172 2,202 0 2,202 765 10 100 100 1-- 17-Master Bedroom 214 2,374 0 2,374 970 13 108 108 1- 18-Wic 2 48 168 0. 168 452 6 8; 8 1- C.\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3.11 PM Rhvac-Residential&Light Commercial HVAC Loads N Elite Software Development,Inc. Energy Testing Services LLC 105 Bittersweet Lane Bohemia,NY 11716 -Page 4 Duct Size Preview Room or Source Mimmu Maxi Rough Desig SP Du Du Htg Clg Act. Duct Duct Name Veloci Vel oci Facto L/10 Loss Veloci LengtFloy Size System 1 Supply Runouts Zone 1 1.Basement .Built-In 450 750 001 01 4811 1249� 94 1-- 2-Office Built-In 450% 750 0.01 0 1, 562 5 20 7 77 1—_ 3-Bath 1 Built-In 450 750 0 01 0 1 _ 56 9 9 5 5 1-_ 4-Foyer Built-In 450 750 001 01 3183 24 281 28 1 5-Great Room Built-In 450750 0,01 01 549 1 39 15 150 2-- 6-Dining Room Built-In 450 750 001 01 555 26 10 109 1-- 7-Kitchen_ Built-In 450 750 001 01 4523 0F 17 178, 2- 8-Pantry Built-In 450 750__ '001 0.1 3911 13 34 34 1 9-Mud Room Built-in 4.50 750 001, 0.1 445.3 22 39 39 1 Other Ducts in System 1 Supply_Main Trunk Built-In 650 900 0 003 0 1 733 6 278 71 I 713, 10x1 System 2 _- _ _ Supply Runouts Zone 1- — 10-Laundry Room Built-In 450 750 001 01 4825 12 411 42 1 11-Loft Built-In 450 750 001 0.1 590.2 24F 52, 52 1-4 12-uric Built-In 450 750 001 01 967 i 6 8 8 1 13 Master Bath Built-In 450 750 001 01 435 4 17 38 38 1 14-Bedroom 2 Built-In 450 750 001 01 554 6 13 10 109 1-- 15-Bath 2 Built-In 450 750 001 01 2682 14F-231 23 1- 16-Bedroom 3 Built-In 450 750 001 01 511.6 10 100 100 17_ 17-Master Bedroom Built-In 450 750 001 01 551 5 13 10 108 1-- 18-VVIC 2 Built-In 450 750 0.01 0. 1 878 13® 8 1 Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0 003 01 651 6 115 48 489 9x1 Summary System 1 Heating Flow' 278 Coollnq Flow: 7.13 System 2 Heatlna Flow, 115 l Coollnq Flow- 489 C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads �, � Elite Software Development,Inc. 'Energy Testinq Services LLC 511�u 105 Bittersweet Lane Bohemia,NY 11716lUl Pa e 5 S stem 1 Sys 1 Summaly Loads Component a Area Sena Lat Sen,@ Total Description Quan Loss t . Gain Gain,,' Gain .31,.30: Glazing- 235.4 4,013 0 4,292 4,292 11 D: Door-Wood-Solid Core, U-value 0.39 84 1,800 0 688 688 R11 Drape:Wall-Frame, Custom, R11 Drape, U-value 1595.6 7,898 0 1,106 1,106 0.09 12F-Osw.Wall-Frame, R-21 insulation in 2 x 6 stud 1350.7 4,826 0 905 905 cavity, no board insulation, siding finish,wood studs, U-value 0.065 Subtotals for structure: 18,537 0 6,991 6,991 People. 5 1,000 1,150 2,150 Equipment: 900 7,100 8,000 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM.46, Summer CFM: 13 2,758 283 139 422 Ventilation: Winter CFM:75, Summer CFM: 75 4,521 1,659 822 2,481 Exhaust:Winter CFM: 50, Summer CFM: 50 AED Excursion: 0 0 256 256 System 1 Sys 1 Load Totals: 25,816 3,842 16,458 20,299 Check Fi ures Supply CFM: 713 CFM Per Square ft.: 0.265 Square ft of Room Area- 2,687 Square ft. Per Ton: 1,588 Volume (ft3): 24,065 Fs- stem Loads Total Heating Required Including Ventilation Air: 25,816 Btuh 25.816 MBH Total Sensible Gain- 16,458 Btuh 81 % Total Latent Gain. 3,842 Btuh 19 % Total Cooling Required Including Ventilation Air 20,299 Btuh 1.69 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC 105 Bittersweet Lane Bohemia NY 11716 Pa e 6 System 2 Sys 2 Summa Loads Component _ Area' Sen la't° Sen Total" Description Quan Loss Gain Gain- Gain .31,.30 Glazing- 99 1,690 0 1,559 1,559 12F-Osw: Wall-Frame, R-21 insulation in 2 x 6 stud 1231.8 4,405 0 826 826 cavity, no board insulation, siding finish,wood studs, U-value 0.065 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 1378 2,425 0 2,867 2,867 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-30 insulation, U- value 0.032 19A-30p-v: Floor-Over enclosed crawl space, No 198 311 0 57 57 insulation on exposed walls, sealed or vented space, passive, R-30 blanket,vinyl covering, U-value 0.034 Subtotals for structure. 8,831 0 5,309 5,309 People- 0 0 0 0 Equipment: 0 5,405 5,405 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation Winter CFM: 75, Summer CFM:75 4,521 2,326 822 3,148 Exhaust: Winter CFM" 50, Summer CFM: 50 System 2 Sys 2 Load Totals: 13,352 2,326 11,536 13,862 Check Ficiures Supply CFM: 489 CFM Per Square ft.: 0.355 Square ft. of Room Area: 1,378 Square ft. Per Ton- 1,193 Volume (ft'). 11,162 Fs- stem Loads ` Total Heating Required Including Ventilation Air 13,352 Btuh 13 352 MBH Total Sensible Gain: 11,536 Btuh 83 % Total Latent Gain: 2,326 Btuh 17 % Total Cooling Required Including Ventilation Air: 13,862 Btuh 1.16 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions C.\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935 rh9 Monday, July 20, 2020, 311 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC 105 Bittersweet Lane Bohemia NY 11716' ����1���!!//! Page 7 Manual S Performance Data - System 1 - Sys 1 Loads and Desi- n Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 16.458 Outdoor Wet Bulb. 72 Latent Gain: 3.842 Indoor Dry Bulb- 75 Total Gain: 20.299 Indoor RH. 50 Load SHR- 0.81 Supply Airflow: 827 Entering Dry Bulb: 75.9 Entering Wet Bulb: 63.4 Heating: Outdoor Dry Bulb- 15 Sensible Loss: 25.816 Indoor Dry Bulb: 70 Entering Dry Bulb: 55.1 Indoor RH: 30 Supply Airflow: 278 E ui ment-Performance�Data at System Design Conditions . This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model:24ACC624A*030*+FX4DNF025L, Nominal Capacity:23.400, Manufacturer. CARRIER AIR CONDITIONING Interpolation Results: Percent Load of Load Sensible Capacity. 0.000 16 458 0% Latent Capacity- 0.000 3.842 0% Total Capacity: 0 000 20.299 0% Heating: Model Type. Propane Furnace, Model. R92PA0401317MSA, Nominal Capacity: 39.000, Manufacturer. RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 39.000 25.816 151% C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3.11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC 105 Bittersweet Lane Bohemia,NY 11716 Page 8 Manual S Performance Data - System 2 - S s 2 I.Loads and Design Conditions Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 11.536 Outdoor Wet Bulb: 72 Latent Gain: 2.326 Indoor Dry Bulb: 75 Total Gain: 13.862 Indoor RH: 40 Load SHR: 0.83 Supply Airflow: 827 Entering Dry Bulb: 75.9 Entering Wet Bulb 63.4 Heating: Outdoor Dry Bulb: 15 Sensible Loss: 13.352 Indoor Dry Bulb* 70 Entering Dry Bulb: 34.2 Indoor RH: 30 Supply Airflow: 115 Equipment Performance Data at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model:24ACC618A*030"+FX4DNF019L, Nominal Capacity: 18.000, Manufacturer: CARRIER AIR CONDITIONING Interpolation Results: Percent Lid of Load Sensible Capacity: 0.000 11.536 0% Latent Capacity: 0 000 2.326 0% Total Capacity: 0.000 13.862 0% Heating: Model Type: Propane Furnace, Model: R92PA0401317MSA, Nominal Capacity: 39.000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity- 39.000 13.352 292% C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads ^'� Elite Software Development,Inc. Energy Testinq Services LLC 105 Bittersweet Lane Bohemia NY 11716 rV'l page-9 Detailed Room Loads - Room 1 - Basement (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: 1,292.0 sq ft. Supply Air: 94 CFM Ceiling Height: 88 ft. Supply Air Changes: 0.5 AC/hr Volume: 11,370 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 34 CFM Runout Air: 94 CFM Percent of Supply.: 36 % Runout Duct Size: 6 in. Actual Summer Vent.. 10 CFM Runout Air Velocity, 481 ft/min. Percent of Supply, 11 % Runout Air Velocity: 481 ft./min. Actual Winter Infil.: 23 CFM Actual Loss: 0.148 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item- Area -U- Htg Sen Clg Lat Sen Description uairitify Value HTM Loss' HTM Gain Gain N-Wall-R11 Drape 49.1 X 8.8 432.1 0 090 5.0 2,139 0.7 0 299 W-Wall-R11 Drape 42.5 X 8 8 370.7 0.090 5.0 1,835 0.7 0 257 S-Wall-R11 Drape 49.1 X 8.8 4221 0.090 5.0 2,089 0.7 0 293 E-Wall-R11 Drape 42.5 X 8.8 3707 0.090 5.0 1,835 0.7 0 257 W-GIs-.31,.30 shgc-0.3 0%S 3.3 0.310 17.1 56 31.5 0 104 S-GIs-.31,.30 shgc-0.3 0%S 10 0.310 17.1 171 15.4 0 154 E-GIs-.31..30 shgc-0.3 0%S 3.3 0.310 17.1 56 31.5 0 104 Subtotals for Structure: 8,181 0 1,468 Infil.:Win.: 22 6, Sum.: 6.3 1,612 0 845 1,362 0.043 140 69 AED Excursion: 34 Equipment: 0 500 Room Totals: 9,543 140 2,071 C-\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday,July 20, 2020, 3 11 PM Rhvac-Residential&Light Commercial HVAC Loads �� Elite Software Development,Inc. Ener.qV Testinq Services LLC 105 Bittersweet Lane Bohemia NY 11716 Pa e 10 Detailed Room Loads - Room 2 - Office (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: 172.0 sq.ft. Supply Air: 77 CFM Ceiling Height: 91 ft. Supply Air Changes: 2.9 AC/hr Volume: 1,565 cu.ft Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 5 CFM Runout Air: 77 CFM Percent of Supply.: 7 % Runout Duct Size- 5 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 563 ft./min. Percent of Supply: 11 % Runout Air Velocity: 563 ft./min. Actual Winter Infil 3 CFM Actual Loss: 0 260 in wg./100 ft. Actual Summer Infil : 1 CFM Item Area -U- Htg Sen Clg_ Lat _ Sen Description Q-Antily Value HTM' Loss ' HTM Gain Gain E-Wall-12F-Osw 13.1 X 9.1 119.2 0.065 3.6 426 0.7 0 80 N-Wall-12F-Osw 14.1 X 9.1 98.3 0.065 3.6 351 0.7 0 66 N-GIs-.31-30 shgc-0.3 100%S 30 0 310 17.1 511 8.9 0 267 Subtotals for Structure 1,288 0 413 Infil.:Win.: 3.5, Sum., 1.0 248 0.844 209 0 044 21 11 AED Excursion: 27 People 200 lat/per,230 sen/per: 1 200 230 Equipment: 0 1,000 Room Totals: 1,497 221 1,681 C\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads �� Elite Software Development,Inc. Energy Testing Services LLC `11lN 105 Bittersweet Lane Bohemia NY 11716 SIV/ Pae 1 Detailed Room Loads - Room 3 - Bath 7 (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: 65.0 sq.ft. Supply Air: 5 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.5 AC/hr Volume: 592 cu.ft Req.Vent. Clg• 0 CFM Number of Registers: 1 Actual Winter Vent.: 2 CFM Runout Air: 5 CFM Percent of Supply.: 47 % Runout Duct Size: 4 in. Actual Summer Vent.: 1 CFM Runout Air Velocity: 57 ft./min. Percent of Supply: 11 % Runout Air Velocity: 57 ft./min Actual Winter Infil.: 2 CFM Actual Loss: 0.004 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item, Area -U- Htg Sen , Clg ' Lat Sen Description Quantity Value HTM, Loss HTM Gain Gain E-Wall-12F-Osw 6.7 X 9.1 61 0.065 3.6 218 0.7 0 41 S-Wall-12F-Osw 9.9 X 9.1 90.1 0.065 3.6 322 0.7 0 60 Subtotals for Structure: 540 0 101 Infil.:Win.:2.1, Sum.: 0.6 151 0.847 128 0.040 13 6 AED Excursion- 2 Room Totals* 668 13 109 C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3 11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC `t11Mu 105 Bittersweet Lane Bohemia.NY 11716 Pa e 12 Detailed Room Loads - Room 4 - 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: 246.0 sq.ft. Supply Air: 28 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 0.7 AC/hr Volume: 2,239 cu ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent: 7 CFM Runout Air: 28 CFM Percent of Supply.: 24 % Runout Duct Size: 4 in. Actual Summer Vent.: 3 CFM Runout Air Velocity: 318 ft./min Percent of Supply: 11 % Runout Air Velocity, 318 ft./min Actual Winter Infil.: 3 CFM Actual Loss: 0.116 in.wg./100 ft. Actual Summer Infil.: 1 CFM ItemArea -U- Htg Sen' Clg Lat Sen Description _ Quanti` Value HTM Loss HTMGain Gain N-Wall-12F-Osw 23.5 X 9.1 159.7 0.065 3.6 571 0.7 0 107 W-Wall-12F-Osw 2.4 X 9.1 21.8 0.065 36 78 0.7 0 15 N-Door-11 D 21 X 1 21 0 390 21.5 450 8.2 0 172 N-GIs-.31,.30 shgc-0.3 100%S 33.2 0 310 17.1 566 8.9 0 295 Subtotals for Structure. 1,665 0 589 Infil.:Win.: 3.3, Sum.: 0.9 236 0 844 199 0.042 20 10 AED Excursion: 10 Room Totals: 1,864 20 609 C\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20,2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testing Services LLC k 105 Bittersweet Lane Bohemia NY 11716 Page-13 Detailed Room Loads - Room 5 - Great 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: 334.0 sq.ft. Supply Air: 150 CFM Ceiling Height: 9.1 ft. Supply Air Changes. 3.0 AC/hr Volume: 3,039 cu.ft. Req.Vent Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 11 CFM Runout Air: 75 CFM Percent of Supply.: 7 % Runout Duct Size- 5 in. Actual Summer Vent.: 16 CFM Runout Air Velocity: 549 ft./min. Percent of Supply, 11 % Runout Air Velocity: 549 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.248 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg. Sen Clg Cat Sen Description Quantij Value HTM Loss HTM• Gain Gain E-Wall-1 217-0sw 16.1 X 9.1 119.2 0.065 3.6 426 07 0 80 S-Wall-12F-0sw 18.5 X 9.1 884 0.065 3.6 316 0.7 0 59 N-Wall-12F-Osw 2 X 9.1 18.2 0 065 36 65 0.7 0 12 E-Door-11 D 21 X 1 21 0.390 21.5 450 8.2 0 172 E-GIs-.31,.30 shgc-0.3 0%S 6.3 0.310 17.1 107 31.4 0 198 S-Gs-.31-30 shgc-0 3 0%S 80 0.310 17.1 1,364 154 0 1.234 Subtotals for Structure: 2,728 0 1,755 Infil.:Win :4.7, Sum.* 1.3 333 0.844 281 0.042 29 14 AED Excursion: 54 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment* 0 1.000 Room Totals. 3,009 429 3,283 C-\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads " Elite Software Development,Inc. Enerqv Testing Services LLC `i11lyf 105 Bittersweet Lane Bohemia NY 11716 Page 14 Detailed Room Loads - Room 6 - Dining 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. 110.0 sq.ft. Supply Air: 109 CFM Ceiling Height: 91 ft. Supply Air Changes: 6.5 AC/hr Volume: 1,001 cu.ft Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent: 7 CFM Runout Air- 109 CFM Percent of Supply.: 6 % Runout Duct Size: 6 in. Actual Summer Vent: 11 CFM Runout Air Velocity: 555 ft./min. Percent of Supply: 11 % Runout Air Velocity: 555 ft./min. Actual Winter Infil.: 4 CFM Actual Loss. 0.196 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- , Htg Sen Cig Lat. Sen' Description Quanti� Value HTM Loss HTM Gain Gain E-Wall-12F-Osw 8.1 X 9.1 52.7 0.065 3.6 188 0.7 0 35 S-Wall-12F-Osw 13 X 9 1 103.3 0.065 3.6 369 0.7 0 69 W-Wall-12F-Osw 8.1 X 9.1 55.7 0.065 3.6 199 0.7 0 37 E-Door-11 D 21 X 1 21 0.390 21.5 450 8.2 0 172 S-GIs-.31,.30 shgc-0.3 0%S 15 0.310 17.1 256 15.4 0 231 W-GIs-.31. 30 shgc-0.3 0%S 18 0.310 17.1 307 31.4 0 565 Subtotals for Structure. 1,769 0 1,109 Infil..Win.: 3.7, Sum.. 1.0 266 0 843 224 0.041 23 11 AED Excursion, 39 People: 200 lat/per, 230 sen/per: 1 200 230 Equipment: 0 1,000 Room Totals: 1,993 223 2,389 C-\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Enerqv Testinq Services LLC 105 Bittersweet Lane Bohe is NY 11716 Pa a 15 Detailed Room Loads - Room 7- Kitchen (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: 241.0 sq.ft. Supply Air: 178 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 4.9 AC/hr Volume. 2,193 cu.ft. Req Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 0 CFM Runout Air: 89 CFM Percent of Supply.: 0 % Runout Duct Size: 6 in Actual Summer Vent.: 19 CFM Runout Air Velocity: 452 ft./min Percent of Supply: 11 % Runout Air Velocity: 452 ft./min. Actual Winter Infil.: 0 CFM Actual Loss 0.131 in.wg./100 ft. Actual Summer Infil.: 0 CFM ItemArea -U- ' Htg Sen Clg Lat Sen Description Quantity Value HTM Loss HTM Gain Gain Subtotals for Structure: 0 0 0 Infil : Win.: 0.0, Sum.: 0.0 0 0 0 0 0 0 AED Excursion- 64 People: 200 [at/per,230 sen/per. 1 200 230 Equipment, 900 3.600 Room Totals: 0 1,100 3,894 C-\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3 11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testinq Services LLC 105 Bittersweet Lane Bohemia,NY 11716 Pae 16 Detailed Room Loads - Room 8 - Pant (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: 80.0 sq.ft. Supply Air: 34 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 2.8 AC/hr Volume: 728 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 34 CFM Percent of Supply.: 11 % Runout Duct Size: 4 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 391 ft/min. Percent of Supply: 11 % Runout Air Velocity: 391 ft./min. Actual Winter Infil.: 2 CFM Actual Loss: 0.174 in.wg./100 ft. Actual Summer Infil.- 1 CFM Item Area -U- Htg . Sen Clg Lat Sen Description Quantity Value' HTM. Loss HTM Gain Gain S-Wall-12F-Osw 6.5 X 9.1 59.2 0.065 3.6 211 0.7 0 40 W-Wall-12F-Osw 12.2 X 9.1 91 0.065 3.6 325 0.7 0 61 W-GIs-.31,.30 shgc-0.3 0%S 20 0.310 17.1 341 31.4 0 628 Subtotals for Structure: 877 0 729 Infil.: Win.:2.4, Sum.- 0.7 170 0.846 144 0.041 15 7 AED Excursion: 12 Room Totals: 1,021 15 748 C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday,July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial,HVAC Loads Elite-Software Development,Inc. Energy Testing Services LLC `�11�N 105 Bittersweet Lane Bohemia NY 11716 Pade 17 Detailed Room Loads - Room 9 - Mud Roo mAvera a Load Procedure General e 4 Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: n/a System Number. 1 Room Width: n/a Zone Number: 1 Area: 147.0 sq.ft. Supply Air: 39 CFM Ceiling Height: 9.1 ft. Supply Air Changes: 1.7 AC/hr Volume: 1,338 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air. 39 CFM Percent of Supply.: 15 % Runout Duct Size: 4 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 445 ft./min. Percent of Supply: 11 % Runout Air Velocity: 445 ft./min. Actual Winter Infil.: 4 CFM Actual Loss: 0.224 in.wg./100 ft. Actual Summer Infil.: 1 CFM Item Area -U- Htg Sen Clg Lat Sen Description uanti ' Value HTM Loss HTM Gain Gain N-Wall-12F-Osw 13.4 X 9.1 1009 0 065 3.6 361 0.7 0 68 W-Wall-12F-Osw 14.1 X 9.1 112 0.065 3.6 400 0.7 0 75 N-Door-11 D 21 X 1 21 0.390 21.5 450 8.2 0 172 W-GIs-.31,.30 shgc-0.3 0%S 163 0.310 17.1 278 31.4 0 512 Subtotals for Structure: 1,489 0 827 Infil.. Win.: 3.5, Sum.: 1.0 250 0 843 211 0.044 22 11 AED Excursion: 14 Room Totals: 1,700 22 852 C.\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads �� Elite Software Development,Inc. Energy Testing Services LLC 5111 f 105 Bittersweet Lane Bohemia NY. 11716 �1�1�/ Pae 18 Detailed Room Loads - Room 10 - Launft Room (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: 95.0 sq.ft. Supply Air: 42 CFM Ceiling Height- 8.1 ft. Supply Air Changes: 3.3 AC/hr Volume: 770 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 8 CFM Runout Air. 42 CFM Percent of Supply.: 19 % Runout Duct Size: 4 in. Actual Summer Vent., 6 CFM Runout Air Velocity* 482 ft./min. Percent of Supply: 15 % Runout Air Velocity: 482 ft./min Actual Winter Infil.: 0 CFM Actual Loss: 0.263 in.wg/100 ft. Actual Summer Infil., 0 CFM � Item Area -U-' Htg Sen Clg Lat Sen bescrliptbn Quantity Value HTM Loss HTM `Gain Gain E-Wall-1 2F-Osw 7.4 X 8 1 59.9 0.065 3.6 214 0.7 0 40 N-Wall-12F-Osw 12 8 X 8.1 89.7 0.065 3.6 321 0.7 0 60 N-GIs-.31,.30 shgc-0.3 100%S 14 0.310 17.1 239 8.9 0 125 UP-Ceil-16A-30 1 X 95 95 0.032 1.8 167 21 0 198 Subtotals for Structure, 941 0 423 Infil.: Win.. 0.0, Sum., 0.0 164 0.000 0 0.000 0 0 Equipment: 0 500 Room Totals: 941 0 923 C\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,,Inc. Energy Testing Services LLC 105 Bittersweet Lane Bohemia NY 11716 'R'LJ/ Pae 19 Detailed Room Loads - Room 11 - Loft (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: 345.0 sq.ft. Supply Air: 52 CFM Ceiling Height: 8.1 ft. Supply Air Changes: 1.1 AC/hr Volume: 2,795 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 16 CFM Runout Air: 52 CFM Percent of Supply.: 31 % Runout Duct Size. 4 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 590 ft./min Percent of Supply: 15 % Runout Air Velocity. 590 ft/min. Actual Winter Infil.: 0 CFM Actual Loss: 0.391 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item ,j Area r -U . ; Htg Sen Clg . Lat , Sen Description Quantily Value HTM Loss HTM Gain Gain E-Wall-12F-Osw 3.6 X 8 1 29.2 0.065 3.6 104 0.7 0 20 N-Wall-1 2F-Osw 22.8 X 8.1 154.7 0.065 3.6 553 0.7 0 104 W-Wall-12F-Osw 3.6 X 8.1 292 0.065 3.6 104 0.7 0 20 N-GIs-.31,.30 shgc-0.3 100%S 30 0 310 17.1 511 8.9 0 267 UP-Ceil-16A-30 1 X 345 345 0.032 1.8 607 2.1 0 718 Subtotals for Structure: 1,879 0 1,129 Infil.- Win - 0.0. Sum.: 0.0 243 0.000 0 0.000 0 0 Room Totals: 1,879 0 1,129 C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935 rh9 Monday, July 20,2020, 3 11 PM Rhvac-Residential&Light Commercial HVAC Loads �� Elite Software Development,Inc. Energy Testing Services LLC 105 Bittersweet Lane Bohemia NY 11716 Page-20 Detailed Room Loads - Room 92 - 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: 53.0 sq.ft. Supply Air: 8 CFM Ceiling Height: 8.1 ft. Supply Air Changes: 1.2 AC/hr Volume: 429 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 8 CFM Percent of Supply : 50 % Runout Duct Size: 4 in. Actual Summer Vent: 1 CFM Runout Air Velocity: 97 ft./min. Percent of Supply: 15 % Runout Air Velocity: 97 ft/min. Actual Winter Infil.: 0 CFM Actual Loss: 0.012 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item ' � Area -U- e Htg a Sen 'CIg s L"at Seri. Descri tion Quanti Value HTM'. Loss HTM Gain ` ' Gain N-Wall-12 F-Osw 7 X 8.1 56.7 0.065 3.6 203 0.7 0 38 W-Wall-12F-Osw 6.8 X 8.1 55.1 0.065 3.6 197 0.7 0 37 UP-Ceil-16A-30 1 X 53 53 0.032 1.8 93 2.1 0 110 Subtotals for Structure: 493 0 185 Infil.. Win.: 0.0, Sum.: 0.0 112 0.000 0 0.000 0 0 Room Totals: 493 0 185 C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20,2020, 3.11 PM Rhvac-Residential&Light Commercial HVAC Loads �'� Elite Software Development,Inc. Energv Testing Services LLC 106 Bittersweet Lane Bohemia NY 11716 Page 21 Detailed Room Loads - Room 93 - Master Bath 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- 176.0 sq.ft. Supply Air: 38 CFM Ceiling Height: 8.1 ft. Supply Air Changes: 1.6 AC/hr Volume' 1,426 cu.ft Req Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 11 CFM Runout Air: 38 CFM Percent of Supply.: 29 % Runout Duct Size' 4 in. Actual Summer Vent.: 6 CFM Runout Air Velocity: 435 ft./min. Percent of Supply: 15 % Runout Air Velocity. 435 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.215 in.wg./100 ft. Actual Summer Infil.: 0 CFM [ItemArea _ -U- Htg, Sen Clg Lat Sen Description Quantily Value HTM Loss HTM Gain Gain N-Wall-12F-Osw 7.1 X 8.1 57.5 0.065 36 206 0.7 0 39 W-Wall-12F-Osw 15.1 X 8.1 112.3 0.065 36 402 0.7 0 75 S-Wall-12F-Osw 7.1 X 8.1 57.5 0.065 3.6 206 0.7 0 39 W-GIs-.31,.30 shgc-0.3 0%S 10 0.310 17.1 171 31.4 0 314 UP-Ceil-16A-30 1 X 176 176 0.032 1 8 310 21 0 366 Subtotals for Structure: 1,295 0 833 Infil.: Win.- 0.0, Sum.. 0.0 237 0.000 0 0.000 0 0 Room Totals. 1,295 0 833 C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC 105 Bittersweet Lane Bohemia NY 11716 Pa a 22 Detailed Room Loads - Room 14 - Bedroom 2 (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: 163.0 sq.ft. Supply Air: 109 CFM Ceiling Height: 8.1 ft. Supply Air Changes: 4.9 AC/hr Volume. 1,320 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers- 1 Actual Winter Vent: 8 CFM Runout Air: 109 CFM Percent of Supply.: 8 % Runout Duct Size: 6 in. Actual Summer Vent.: 17 CFM Runout Air Velocity: 555 ft/min. Percent of Supply: 15 % Runout Air Velocity: 555 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.196 in.wg./100 ft. Actual Summer Infil.- 0 CFM Item m Area -U- Htg Sen CIg Lat Sen' Description- 'uantiffi Value HTM Loss HTM Gain Gain E-Wall-12F-Osw 14.1 X 8.1 104.2 0.065 3.6 373 0.7 0 70 E-GIs-.31,.30 shgc-0.3 0%S 10 0.310 17.1 171 31.4 0 314 UP-Ced-16A-30 1 X 163 163 0.032 1.8 287 2.1 0 339 Floor-19A-30p 100 X 1 100 0.034 1.6 157 0.3 0 29 Subtotals for Structure: 988 0 752 Infil.: Win.: 0.0, Sum.: 0.0 114 0.000 0 0.000 0 0 Equipment: 0 1.635 Room Totals: 988 0 2,387 C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935 rh9 Monday, July 20, 2020, 3*11 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC 105 Bittersweet Lane Bo emia NY 11716 Page-23 Detailed Room Loads - Room 15 - Bath 2 (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: 112.0 sq.ft Supply Air: 23 CFM Ceiling Height, 8.1 ft Supply Air Changes- 1 5 AC/hr Volume: 907 cu.ft. Req.Vent. Cig: 0 CFM Number of Registers: 1 Actual Winter Vent.: 9 CFM Runout Air: 23 CFM Percent of Supply.: 38 % Runout Duct Size: 4 in. Actual Summer Vent.: 4 CFM Runout Air Velocity: 268 ft./min. Percent of Supply: 15 % Runout Air Velocity: 268 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.083 in wg./100 ft. Actual Summer Infil 0 CFM Item ' . Area -U- Htg Sen .. Clg - Lat 'Seri Description = °Quanti . Value HTM. Loss HTM Gain < Gain E-Wall-12F-0sw 8 X 8.1 648 0.065 3.6 232 0.7 0 43 S-Wall-12F-Osw 11.4 X 8.1 82.3 0.065 3.6 294 0.7 0 55 S-GIs-.31,.30 shgc-0.3 0%S 10 0.310 17.1 171 15.4 0 154 UP-Ceil-16A-30 1 X 112 112 0.032 1.8 197 21 0 233 Floor-19A-30p 98 X 1 98 0.034 16 154 0.3 0 28 Subtotals for Structure: 1,048 0 513 Infil.. Win.. 0.0. Sum.. 0.0 157 0.000 0 0.000 0 0 Room Totals: 1,048 0 513 C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads �''� Elite Software Development,Inc. Enerqv Testinq Services LLC 51il 105 Bittersweet Lane Bohemia NY 11716 ��LL��LLPa a 24 Detailed Room Loads - Room 16 - Bedroom 3 (Average Load Procedure General . I I ` . - Calculation Mode: Htg &clg. Occurrences: 1 Room Length: n/a System Number: 2 Room Width: n/a Zone Number: 1 Area, 172.0 sq ft. Supply Air: 100 CFM Ceiling Height: 8.1 ft. Supply Air Changes: 43 AC/hr Volume: 1,393 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 6 CFM Runout Air: 100 CFM Percent of Supply.: 6 % Runout Duct Size: 6 in. Actual Summer Vent.: 15 CFM Runout Air Velocity: 512 ft./min. Percent of Supply: 15 % Runout Air Velocity: 512 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.167 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 S-Wall-12F-0sw 11.3 X 8.1 81.5 0.065 3.6 291 0.7 0 55 S-GIs-.31,.30 shgc-0.3 0%S 10 0 310 17.1 171 15.4 0 154 UP-Ceil-16A-30 1 X 172 172 0 032 1.8 303 2.1 0 358 Subtotals for Structure: 765 0 567 Infil.: Win.: 0.0, Sum : 0.0 92 0.000 0 0.000 0 0 Equipment: 0 1,635 Room Totals. 765 0 2,202 C:\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935 rh9 Monday, July 20, 2020, 3:11 PM l Rhvac-Residential&Light Commercial HVAC Loads �� Elite Software Development,Inc. Energy Testinq Services LLC 105 Bittersweet Lane Bohemia,NY 1 716 Page-25 Detailed Room Loads - Room 17 - Master Bedroom (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: 214.0 sq.ft. Supply Air: 108 CFM Ceiling Height: 8.1 ft. Supply Air Changes: 3.7 AC/hr Volume: 1,733 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.; 8 CFM Runout Air: 108 CFM Percent of Supply.: 8 % Runout Duct Size: 6 in. Actual Summer Vent.: 17 CFM Runout Air Velocity: 552 ft./min. Percent of Supply: 15 % Runout Air Velocity: 552 ft./min. Actual Winter Infil.: 0 CFM Actual Loss: 0.194 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item, Area ,- 7U= Htg. Sen Clg Lat , Sen Descriptio, Quantity Value HTM Loss HTM Gain, Gain S-Wall-12F-Osw 13.5 X 8.1 944 0 065 3.6 337 0.7 0 63 S-GIs-.31,.30 shgc-0.3 0%S 15 0.310 17.1 256 15.4 0 231 UP-Ceil-16A-30 1 X 214 214 0.032 1.8 377 2.1 0 445 Subtotals for Structure: 970 0 739 Infil.: Win.: 0.0, Sum.: 0.0 109 0.000 0 0.000 0 0 Equipment: 0 1,635 Room Totals: 970 0 2,374 C\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935 rh9 Monday, July 20, 2020, 3:11 PM Rhvac-Residential&Light Commercial HVAC Loads ��, Elite Software Development,Inc. Energy Testinq Services LLC 105 Bittersweet Lane Bohemia,NY 11716 Page 26 Detailed Room Loads - Room 18 - Wic 2 (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: 48.0 sq.ft. Supply Air: 8 CFM Ceiling Height: 8.1 ft. Supply Air Changes: 1.2 AC/hr Volume: 389 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 4 CFM Runout Air: 8 CFM Percent of Supply.: 50 % Runout Duct Size: 4 in. Actual Summer Vent: 1 CFM Runout Air Velocity: 88 ft./min. Percent of Supply: 15 % Runout Air Velocity: 88 ft/min. Actual Winter Infil.- 0 CFM Actual Loss: 0.010 in.wg./100 ft. Actual Summer Infil.: 0 CFM Item Area -U- Htg,� Sen _ Clg , Lat Sen bescri tion Quanti Value HTM Loss HTM Gain Gain S-Wall-12F-Osw 5.8 X 8.1 47 0.065 3.6 168 0.7 0 31 W-Wall-12F-0sw 6.9 X 8.1 55.9 0.065 3.6 200 0.7 0 37 UP-Ceii-16A-30 1 X48 48 0.032 1.8 84 2.1 0 100 Subtotals for Structure. 452 0 168 Infil.:Win.: 0.0, Sum.: 0.0 103 0.000 0 0.000 0 0 Room Totals: 452 0 168 C.\Users\Mike\Desktop\Manual J+S\105 Bittersweet Lane Cutchogue NY 11935.rh9 Monday, July 20, 2020, 3,11 PM NY-EC uil i lJ Compliance Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci RaterID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane Elements Insulation Levels NY-ECCC 2020 As Designed Shell UA Check Ceilings: 43.5 62.8 Above-Grade Walls: 178.0 174.4 Windows and Doors: 129.6 114.3 Floors Over Ambient: 16.8 12.6 Basement Walls: 94.9 84.7 Overall UA (Design must be equal or lower): 462.9 448.8 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) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy (Section 403.6.1) PASSES Mandatory Requirements Check Box (NY-ECCC 2020) PASSES This home MEETS the overall thermal performance requirements and verifications of the Energy Conservation Code of New York State-2020 based on a climate zone of 4A. (Section 402, Energy Conservation Code of New York State- 2020.) Name Michael Fauci Signature " Organization Energy Testing Services, LLC. Date 20 July 2020 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Energy Inspection Checklist Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Registry ID: Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Date: 7/20/2020 Bittersweet Lane Building Information Conditioned Area (sq ft) 4008 Conditioned Volume (cubic ft) 34704 Insulated Shell Area (sq ft) 8329 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. Energy Testing Services, LLC.'s field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Attic: A30(16/9.5)(1)FB (1674 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: flat Insulation Grade: I II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: 21(16/5.5)1(.5) (2794 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: agw Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Wall: 21(16/5.5)1(.5) (200 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-21.0 cavity insulation. Name: aggw Insulation Grade: 1 II III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.10 Window: 31 30 (3 s.f., West), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: I'd 1 w Orientation: West Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci RaterID:8619824 Registry ID: Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Date: 7/20/2020 Bittersweet Lane Windows and Skylights [ ] 2. Window: 31 30 (3 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: fd 1 s Orientation: South Comments/Location [ ] 3. Window: 31 30 (3 s.f., East), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: fd 1 e Orientation: East Comments/Location [ ] 4. Window: 31 30 (30 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 3 n Orientation: North Comments/Location [ ] 5. Window: 31 30 (6 s.f., West), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 1 w Orientation: West Comments/Location [ ] 6. Window: 31 30 (30 s.f., West), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 3 w Orientation: West Comments/Location [ ] 7. Window: 31 30 (18 s.f., West), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 1 w Orientation: West Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 Energy Code Inspection Checklist Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Registry ID: Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Date: 7/20/2020 Bittersweet Lane Windows and Skylights [ ] 8. Window: 31 30 (15 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 1 s Orientation: South Comments/Location [ ] 9. Window: 31 30 (80 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 1 s Orientation: South Comments/Location [ ] 10. Window: 31 30 (6 s.f., East), U-Value: 0.310, SHGC: 0.300 For windows without labeled LI-factors, describe features: Name: ff 1 e Orientation: East Comments/Location [ ] 11. Window: 31 30 (5 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: ff 1 s Orientation: South Comments/Location [ ] 12. Window: 31 30 (14 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 2 n Orientation: North Comments/Location [ ] 13. Window: 31 30 (30 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 3 n Orientation: North Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 8 Energy Code Insecti®n Checklist Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci RaterID:8619824 Registry ID: Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Date: 7/20/2020 Bittersweet Lane Windows and Skylights [ ] 14. Window: 31 30 (3 s.f., North), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 1 n Orientation: North Comments/Location [ ] 15. Window: 31 30 (10 s.f., West), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 1 w Orientation: West Comments/Location [ ] 16. Window: 31 30 (13 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 2 s Orientation: South Comments/Location [ ] 17. Window: 31 30 (20 s.f., South), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 2 s Orientation: South Comments/Location [ ] 18. Window: 31 30 (10 s.f., East), U-Value: 0.310, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: sf 1 e Orientation: East Comments/Location Doors [ ] I. Door: 4 (21 s.f.), R-Value 4.0 Comments/Location [ ] 2. Door: 4 (21 s.f.), R-Value 4.0 Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 8 Energy Code Insecti®n Checklist Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 MichaelFauci RaterID:8619824 Registry ID: Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Date: 7/20/2020 Bittersweet Lane Doors [ ] 3. Door: 4 (21 s.f.), R-Value 4.0 Comments/Location [ ] 4. Door: 4 (21 s.f.), R-Value 4.0 Comments/Location [ ] 5. Door: 4 (21 s.f.), R-Value 4.0 Comments/Location Frame Floors [ ] 1. Floor: 30(16/11.5)1(9.5)H (357 s.f.), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-30.0 cavity insulation. Name: cant Insulation Grade: 1 II III Face / Inset Comments/Location Slab Floors [ ] 1. Slab: Uninsulated N (1317 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: slab Insulation Grade: 1 II III Face / Inset Comments/Location Foundation Walls [ ] 1. Wall: R11 Drape (1) (1426 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: agw Insulation Grade: 1 II 111 Face / Inset Comments/Location [ ] 2. Wall: R11 Drape (1) (194 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: aggw Insulation Grade: 1 11 III Face / Inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Energy Code Inspection lis Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci RateriD:8619824 Registry ID: Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Date: 7/20/2020 Bittersweet Lane Rim and Band Joists [ ] 1. Joist: rim amb (162 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-11.0 cavity insulation. Name: rim amb Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Joist: rim ig (22 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-21.0 cavity insulation. Name: rim ig Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 3. Joist: band amb (162 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: band amb Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4. Joist: band ig (22 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-11.0 cavity insulation. Name: band ig Insulation Grade: 1 II 111 Face / inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Make and Model Number [ ] 2. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number [ ] 3. Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Make and Model Number [ ] 4. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number [ ] 5. Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. Make and Model Number REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 Energy Inspection a list Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Registry ID: Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Date: 7/20/2020 Bittersweet Lane Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 110 cfm, 24.0 hrs/day, 23.2 watts. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 1735) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [ ] Duct System 2 Leakage to Outside is specified in REM/Rate at 54.000 CFM @ 25 Pascals [ ] Duct System 2 Total Duct Leakage is specified in REM/Rate at 54.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 1 ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors <= 8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage <= 6 CFM25 / 100 sq ft CFA. Rough in Test without AH U: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage—4 CFM25 / 100 sq ft CFA. REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy Code Inspection Checklist Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci RaterID:8619824 Registry ID: Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Date: 7/20/2020 Bittersweet Lane Duct Leakage Code Requirements for IECC Rough in Test with AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 8 of 8 Bufflding Summary Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci RaterID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane Property/Builder Information Building Name 105 Bittersweet Lane Owners Name 105 Bittersweet LLC Property Address 105 Bittersweet Lane City, St, Zip Cutchogue, NY 11935 Phone Number 845-664-5696 Builder's Name 105 Bittersweet LLC Phone Number 845-664-5696 Email Address Plan/Model Name Community/Development Identifier/Other Organization Information Organization Name Energy Testing Services, LLC. Address 1648 Locust Ave City, St, Zip Bohemia, NY 11716 Phone Number 631-244-2627 Website www.energytestingservices.com Rating/RESNET Information Provider ID 1998-146 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Michael Fauci Rater's ID 8619824 Raters Email mfauci@energytestingservices.com Last Field Insp Rating Type Projected Rating Reason for Rating New Home Rating Number MF195 Rating Permit Date 07/20/2020 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Building Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane �.: 'General'Building Inforrnation� - - = - � - Area of Conditioned. Space(sq ft) 4008 Volume of Conditioned. Space 34704 Year Built 2020 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A 77, 7��� ^ 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) agw R11 Drape (1) Cond->ambient/gm 162.00 8.80 7.80 1.00 0.053 0.083 aggw R11 Drape (1) Cond->garage/gmd 22.00 8.80 7.80 1.00 0.053 0.083 * Uo Value Combo combines wall, airfilm, and soil path Foundation-Wall Library List Foundation Wall: R11 Drape (1) Type Solid concrete or stone Thickness(in) 12.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REM/Rate- Residential Energy Analysis and Rating Software 06,0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 15 Building Summary Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane Foundati6n Wall Library List Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note 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 N 1317 7.80 182 182 0 Slab Floor L'ibrary'List Slab Floor: Uninsulated N 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 Information Name Library Entry Location Area(sq ft) Uo Value cant 30(16/11.5)1(9.5)H Btwn cond ft ambient 357 0.035 Frame Floor Library List u Floor: 30(16/11.5)1(9.5)H Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 9.5 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 11.5 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 15 Building Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane Frame Floor Library,List x Floor Covering HARDWOOD Note Rim and°Band Joist Information y Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade rim amb Cond -> 162.00 0.0 11.0 3.5 16.0 1 0.075 ambient rim ig Cond > garage 22.00 0.0 21.0 3.5 16.0 1 0.053 band amb Cond > 162.00 0.0 21.0 5.5 16.0 1 0.047 ambient band ig Cond -> garage 22.00 0.0 11.0 3.5 16.0 1 0.075 Above-Grade'Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value agw 21(16/5.5)1(.5) Cond -> ambient Medium 2794.00 0.058 aggw 21(16/5.5)1(.5) Cond -> garage Medium 200.00 0.058 Above-Grade Wall Library Listr Above-Grade Wall: 21(16/5.5)1(.5) Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 21.0 Frame Cavity Insulation Thickness (in) 5.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (defined) 0.2300 Gypsum Thickness (in) 0.5 Note Window~Information ^� Overhang Interior Adjacent REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 4 of 15 Building Summary Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane 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 fd 1 w FndWall 1 West 0.310 0.300 3.30 0.0 0.0 0.0 0.85 0.70 None None fd 1 s FndWall 1 South 0.310 0.300 3.30 0.0 0.0 0.0 0.85 0.70 None None fd 1 e FndWall 1 East 0.310 0.300 3.30 0.0 0.0 0.0 0.85 0.70 None None ff 3 n AGWatt 1 North 0.310 0.300 30.00 2.0 0.9 4.4 0.85 0.70 None None ff 1 w AGWatl 1 West 0.310 0.300 6.30 2.0 0.9 2.9 0.85 0.70 None None ff 3 w AGWalL 1 West 0.310 0.300 30.00 2.0 0.9 4.4 0.85 0.70 None None ff 1 w AGWaLl 1 West 0.310 0.300 18.00 2.0 0.9 4.9 0.85 0.70 None None ff 1 s AGWatt 1 South 0.310 0.300 15.00 7.5 1.0 6.5 0.85 0.70 None None ff 1 s AGWall 1 South 0.310 0.300 80.00 7.5 1.0 8.3 0.85 0.70 None None ff 1 e AGWatt 1 East 0.310 0.300 6.30 13.4 0.9 2.9 0.85 0.70 None None ff 1 s AGWaU 1 South 0.310 0.300 5.00 22.9 1.0 3.0 0.85 0.70 None None sf 2 n AGWatt 1 North 0.310 0.300 14.00 2.0 0.4 3.5 0.85 0.70 None None sf 3 n AGWa[l 1 North 0.310 0.300 30.00 0.5 0.3 3.8 0.85 0.70 None None sf 1 n AGWalt 1 North 0.310 0.300 3.00 2.0 0.2 1.7 0.85 0.70 None None sf 1 w AGWatl 1 West 0.310 0.300 10.00 0.0 0.0 0.0 0.85 0.70 None None sf 2 s AGWalt 1 South 0.310 0.300 12.60 2.0 0.7 2.8 0.85 0.70 None None sf 2 s AGWalt 1 South 0.310 0.300 20.00 2.0 0.7 4.3 0.85 0.70 None None sf 1 e AGWall 1 East 0.310 0.300 10.00 0.0 0.0 0.0 0.85 0.70 None None Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front 4 AGWall1 21.0 0.203 4.0 No garage 4 AGWall2 21.0 0.203 4.0 No dining 4 AGWall1 21.0 0.203 4.0 No great 4 AGWall1 21.0 0.203 4.0 No hall 4 AGWall1 21.0 0.203 4.0 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 flat A30(16/9.5)(1) 1674.00 2093.00 Medium No Attic 0.038 No No REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 5 of 15 Building Summary Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci RaterID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane Roof Library List Ceiling: A30(16/9.5)(1)FB Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.5 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 15 Building Summary Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane Mechanical Equipment ' Number of Mechanical Systems 5 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 Heat: 92 AFUE 40k (LP) SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 40.0 Seasonal Equipment Efficiency 92.0 AFUE Auxiliary Electric 344 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 Cool: 16.SEER 24k System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 24.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 57 Heat: 92 AFUE 40k (LP) SystemType Fuel-fired air distribution REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 15 J Building Summary Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci RaterID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane Mechanical Equipment Fuel Type Propane Rated Output Capacity (kBtuh) 40.0 Seasonal Equipment Efficiency 92.0 AFUE Auxiliary Electric 344 Eae Note Number Of Units 1 Location Attic Performance Adjustment 100 Percent Load Served 50 Cool: 16 SEER 18k System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 18.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Attic Performance Adjustment 100 Percent Load Served 43 DHW: .95 EF Instant p, ' Water Heater Type Instant water heater Fuel Type Propane Energy Factor 0.95 Recovery Efficiency 0.00 Water Tank Size (gallons) 0 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 8 of 15 Building u r Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane Mechanical Equipment Percent Load Served 100 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 54 TOTAL Pipelength for longest DHW run 84 DWHR unit present? false DHW Diagnostics dhwGpd 67.40 peRatio 0.81 dishwasherGpd 5.88 clothesWasherHotWaterGPD 5.08 EDeff 0.95 ewaste 24.80 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 9 of 15 Building r Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci RaterID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane Duct Systems Name Sys 1 Conditioned Floor Area(sq ft) 2634.0 #of Returns 2 Heating System 92 AFUE 40k (LP) Cooling System 16 SEER 24k Supply Duct Surface Area(sq ft) 533.4 Return Duct Surface Area(sq ft) 197.6 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned space 100.0 8.0 Return Conditioned space 100.0 8.0 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Total Duct Leakage Duct Test Stage Postconstruction Test Lt0 (based on Total DL) Total Duct Leakage Supply& Return 10.00 CFM @ 25 Pascals 10.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Name sys 2 Conditioned Floor Area(sq ft) 1374.0 #of Returns 1 Heating System 92 AFUE 40k (LP) Cooling System 16 SEER 18k Supply Duct Surface Area(sq ft) 278.2 REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 10 of 15 Building Sum Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane Duct Systems Return Duct Surface Area(sq ft) 51.5 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Attic, exposed 100.0 8.0 Return Attic, exposed 100.0 8.0 Test Exemptions IECC FALSE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Total Duct Leakage Duct Test Stage Postconstruction Test LtO (based on Total DL) Total Duct Leakage Supply Et Return 54.00 CFM @ 25 Pascals 54.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 11 of 15 Building u Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane Infiltration,and Mechanical Ventilation Whole Dwelling Infiltration Input Type Blower door 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 Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 110 Adjusted Sensible Recovery Efficiency(%) 0.00 Adjusted Total Recovery Efficiency(%) 0.00 Hours per Day 24.0 Fan Power(watts) 23.20 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 12 of 15 Building Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane Lights and Appliances Rating/RESNET audit Ceiling Fan CFM/ Watt 0.00 Refrigerator kWh/yr 691 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.46 Dishwasher kWh/yr 0 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing No CEF 2.32 Clothes Washer Location Conditioned LER (kWh/yr) 704 IMEF 0.331 Capacity (CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 13 of 15 Building Summary Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater[D:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane mandatory Requirements IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 0 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50% Below Grad: false Basement Floor Area 0.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. Page 14 of 15 Building Summary Property Organization HERS 105 Bittersweet LLC Energy Testing Services, LLC. Projected Rating 105 Bittersweet Lane 631-244-2627 Rating No:MF195 Cutchogue, NY 11935 Michael Fauci Rater ID:8619824 Weather:Riverhead, NY Builder 105 Bittersweet Lane 105 Bittersweet LLC 105 Bittersweet LLC 105 Bittersweet Lane 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 Solar 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 v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 15 of 15 �, -' -- y +�!� � �� _ AA �-� 7!+ r. r .ti�-ti � �� r— __. �... i��_ �,�_� �_ '� � �� Ma, T' �, T .. ' �',. .. .�" r , � �� ��� o. .� � 4 .� � � - 4, - _t ,. . � ,X t" �t 1 to �. �R,;� d�, � q '# n P �. �� r a a,. ,r . . _ . m . ���ye . � � x � I �: . . � ©^ } < > §����. . 4 : �� � . \ . . \ ��\ � / , 2 \�\�� \ � � \/�� � � .�_� \ . \ � : � � / 2 � � <? � � � 2 � ; � \ : } \ }« � \; � � \ .\ z° . . . � . \ . . \\\\��� S} } . � a \ : d : , . . � < l . . , ! .� ¥ �y. . 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AP WWR - rh •_.. tom'`'!:. � �.. of -t�`�F .qt+f +.t.M*,� f,1,T I .., r: .,i _-v � .. '.i � . � y �. �ti -a'•.., ,•,t t 'tis.y.. r _ ... I +I i 1 s t s �� .• T Ls ,� r .. 1-41 om �. 1 l L C • '�- �Si„ `• ^ms's �'�.� +.. aN}\ +t .. ,� +' .L• .,� �.1 i r � _ •'�.-` ' � _ '" � /' , +4 a .. _� I�`�� .`� ..t 1 �, ,•fit+ _ �'.. 1 •. _ } ♦. ': �1 Y it — � /,f f � 1 �. ' r rf / 1 • MIN • 1 �_ FOUNDATION(IST) 9o1'wT%a3AM___ I{ Apt I ' ------------------------------------- a RAM I . ROUGH FRAMING& PLUMBING VAAMARAV M, "110 INSULATION PER N. larmalm ����� ► � STATE ENERGY C • 1 � t'<UiAI!'!� VA 1 M- 0110M ' '►� a rinndV"' ,E ■ ■■ter► -_ Ell zr SWIM= =01 MIR mllff"'!ME 1 r� C • t 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 J Planning Board approval FAX: (631) 765-9502 2 Survey South oldtownny.gov PERMIT NO. CJ Check Septic Form N.Y.S D.E C. Trustees C.O.Application Flood Permit Examined 20D Single_&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 Mail to: Disapproved a/c Phone: zy�— Ex0--t n—'-' - i-:-20 ``-� &A -AUG 0. 2020 ' Bui ing Ins for APPLICATION FOR BUILDING PERMIT Date �JS VS : P , 20 ZQ INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to'the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to,.schedule. b. Plot plan showing location of lot and of buildings'on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole,or in part for any purpose what so ever until the Building Inspector issues a Certificate-of•Occupancy. f. Everybuilding 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,Iiispector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a'new permit shall,be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Si natur of a plicant or name if a co oration) *ZrLL oR M-0 s 02Kcr 0 (Mai ing address of appltc t) 1 � q70 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder D W V1 f�t2 Name of owner of premises �1S �€,✓�9:V-�'-E Lt- Z(,C.. (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of c rporatel officer) " Builders License No. Plumbers License No. I&(SV >1 01 -7 1 e z Electricians License No, 144 y7l 6 Q,'Gtkcl-LIP 51 Y! �Iti1p'l►G'l�' �L Other Trade's License No. 1. Loca�oS�f land on which proposed work will be done: House Number Street Ha let County Tax Map No. 1000 Section Block _Z Lot ,�r 7, Y ' Subdivision AX09 Of PA55� Filed Map No. 1 ,'7ej Lot F�a S-Tv 4 $ 2. State existing use and occupancy of premises nd tended use and occupancy of proposed construction: a. Existing use and occupancy 110 b. Intended use and occupancy 1+M I 0 Vl'1 3. Nature of work(check which applicable): New Building 2C Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost �l�y�pot> Fee (To be paid on filing this application) 51. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars Z 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front All' Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of enire new construction: Front ®1 Rear $�J Depth Height 30"0 '� Number of Stories 2 r 9. Size of lot: Front, / gG Rear ryU Depth 10. Date of Purchase Name of Former Owner ko,,7A)t. stb 4 Mao k A%I.,vi it 11. Zone or use district in which premises are situated P 12. Does proposed construction violate any zoning law, ordinance or regulation? YES No, --%e Will lot be re-graded? YES NOY Will excess fill be removed from premises?YESX NO Flo Ia®x)&-r- 14. Names of Owner of premises/,PS'6»M $w4rU-Addre sS,.1t,.Mi r4°tIy done No. 9-601!0:17� Name of Architect AUAVI-1' S Phone No :r 'Zo-Z �+3� Name of Contractor /� ��7etasu,��'1ta' Address Z Phone No. I Cg7v 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_,�Y * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on.property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO *, IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF� F��! �►� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe A(dfl4/9(Jb �kM��n' �(�$�� 'k2s.nl��T, (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and-is duly "t orized to perform or have performed the said work'and to make and file this application; that all statements coAinthi cation are true to the best of hi' knowledge and belief; and that the work will be performed in the manapplication filed therewith. Sworn toybefore td of20 V M V aa"ubli `� L,L�, ,Signature of Applicant rj 4 11 Per , 7 Sal J.Turano PRESIDENT `ABSTRACTS, INCORPORATED'" Grace Mistretta SR.V.P,CONTROLLER Residential E Commercial Title Insurance since 1 584 Thomas J.Turano SR.V.P.CLEARANCE OFFICE Peter J.Calvanese SINGLE AND SEPARATE SEARCH SR.VP,COUNSEL September 11, 2020 Burt Dorfman 105 Bittersweet Lane Cutchogue, NY 11935 Re: Our Title No: ST-39885 Tax Map Des District: 1000 Section: 104. 00 Block: 02 . 00 Lot: 003 .002 Dear Mr. Dorfman: ABSTRACTS INCORPORATED, hereby certifies to the Town of Southold, Suffolk County, New York that it has conducted a search for conveyances only in the Office of the Clerk' of the County of Suffolk against the above mentioned premises and the adjoining premises from the dates indicated to 9/1/2020. Said search disclosed the following: SUBJECT PREMISES KNOWN AS District: 1000 Section: 104. 00 Block: 02 .00 Lot: 003 .002 DEED #1 Raymond T. Graham and Dated: 9/19/1958 Ella M. Graham, his wife Recorded: 10/10/1958 Liber: 4527 Page: 337 TO Thomas F. Kilduff and Theresa A. Kilduff, his wife NOTE: No proof of death found for Thomas F. Kilduff. CORPORATE HEADQUARTERS MAILING ADDRESS EAST END DIVISION 100 Garden City Plaza•Suite 201 P.O.Box 28 1 1 23 Maple Avenue Garden City,NY 1 1 530 Garden City,NY 1 1 530 Riverhead,NY 1 1901 616 683 1 000•fax 51 6.6133.00B9 www.abstractsino.com B31.369.0200.fax:631.3B9.o1 99 Page 2 ST-39885 DEED #2 Theresa A. Kilduff Dated: 3/29/1996 Recorded: 4/8/1996 Liber: 11768 Page: 490 TO Theresa A. Kilduff, as to 95% interest and Dennis Kilduff, as to 5% interest as joint tenants with rights of survivorship DEED #3 Dennis Kilduff, as to 5% interest Dated: 4/22/2016 and Recorded: 5/19/2016 Thomas R. LeViness, as to 95% interest, Liber: 12864 Page: 982 as the Executor of Estate of Theresa A. Kilduff TO Mark Mangini and Laurie C. Nelson, as joint tenants with rights of survivorship NOTE: Surrogates No. 20122003, Estate of Theresa A. Kilduff Letters to Thomas R. LeViness on 9/18/2012 DEED #4 (Last Deed of Record) Mark Mangini and Dated: 7/17/2020 Laurie C. Nelson Recorded: 8/24/2020 Liber: 13068 Page: 521 TO 105 Bittersweet LLC Last deed of record. Page 4 ST-39885 PREMISES TO THE WEST KNOWN AS: District: 1000 Section: 1.04. 00 Block: 02 . 00 Lot: 002 .000 DEED #1. Raymond T. Graham and Dated: 3/28/1957 Ella M. Graham, his wife Recorded: 3/28/1957 Liber: 4278 Page: 525 TO Robert W. Thompson and Jayne Thompson, his wife DEED #2 Robert W. Thompson and Dated: 8/29/1962 Jayne Thompson, his wife Recorded: 11/20/1962 Liber: 5266 Page: 280 TO Jayne Thompson DEED #3 James R. Thompson, as Executor Dated: 10/16/1997 Of the Last Will and Testament of Recorded: 11/5/1997 Jayne M. McDonald Liber: 11860 Page: 642 TO James V. Jablonski NOTE: Transfer Tax Release shows Jayne M. McDonald was formerly known as Jayne Thompson. Page 5 ST--39885 DEED #4 James V. Jablonski Dated: 8/10/2006 Recorded: 8/25/2006 Liber: 12466 Page: 175 TO - Marc Wahl and Laura Wahl, his wife DEED #5 (Last Deed of Record) Marc Wahl and Dated: 11/25/2015 Laura Wahl Recorded: 1/5/2016 Liber: 12847 Page: 387 TO Laura Wahl Last deed of record. 02/23/2015 12:49 6312901603 PALLMM ASSMIA7ES PAGE 04/08 °®A APPEALS BOARD MEMBERS Saat)hold'Ibv+rtt deli Gerard R Goehringer.Chairman 53M Main Road Sere Doyon.Jr. �► P.4.Box t 179 Jamas Dinizio.Jr. j �`b Sou t►o1d.New York 11971 Rahad A.Villa Fax(516)765-1823 Lydia A.Tonora 'tlrleOwde(5 16)765-1809 BOARD OP APPEALS TOVM QF SOUT OLD Mareh At 1996 Mrs. Therew A. Kilduff - P.0- Box; 544 Ctatchogue, MY 11935 Bu: Appl. cNo. 4386 - Waiver umde"r !Merger Law (100-26) Dinar SId Y: Ploose (rind enclosed a copy of the Dowd's deteraWmtion rendered by Ma Board of Appeals at our March $, 1898 Regular Meeting. A copy of, the determination has also -been furnished to the Southold Towta Building Department pertaining to the Waal building permit appliestion, and to the Assossorts Offlcaa for their upduto. Ir you have any questions, please feet free to cull. Very truly yours, da Nowalski Enclosure Copleas or Decision to: Building Department Assessorst Office 02/23/2015 12:49 6312981603 PALUMED ASSOCIATES PAGE 05/08 �+►FP£A1.S BOARD MEMERS � � Sondmid Tbwn Hall Oemnd P.acehdager,Ctcal:man �,. a 53495 Main Road Serge Doyen Jr �� • �' P.O.Bort 1179 lines DIWZ10.It �0l �,�® Southold.New York 11971- Rabert A 111111 Fax(516)765-1823 Lydia A..TO= 7ele�Oae(516)765-1849 BOARD OF APPEALS TOWN OFSOUTHOLD Appl. No. 4366 ACTION OF T13BI DO—ARD OF ALF—S DA'Z'E OF ACTION: March G. 1996 APPLICANT: THERESA KIZ,AUI:F' LOCATION OF PROPERTY• 1415145 PROPERTY: Large, Cautabore_ COUY TAX AP DISTRICT-1-000, SSECTION 104, BLOCK Z, LOT p/o 3. � i ZONING CODE PROVISIONS: Article II, Sermon 10026 BASIS OF REQUEST: Noncotsforilag Idt has been held in common ow nershs p with an adjacent (improved) nonconforming Bot for a perlod of time between 1583 to the present time. REASONS FOIL GRANT OF %IAIVER (also continued an Waiver Application)- 1. pplication):1. 06glnal .deed created at Liber 4527 page 337 for 144 x 401 ft. p Wwl dus3ng 12,500 s.f. zoning. (1958 lot arsati,on preeNisted code abanges, 1958-1986). 2. ®ragenal I®t lfio,es - the exact let Ift (laud outs perlmewr) shown iia the origiatnl X95$ dead. S. Town issued two talc bills for two parcels, laud to•Theresa EOlduff since about 1938, and property owner believed by paying two separate tax bills, and -testimony shms that different town isepmentatives over the last 30+-- years confirmed that the two tax bills represented two different dots, wbich could not mere by, (noncontiguous) ownership. The two assessment curds were for "Theta A. lfilduf£" and lots 1000-98-1-22 and 1000•-104-2-3. The records were found to be Incorrect only rewntly whan ms's. Kliduff applied for a "merger determinattoe from the Towyn. Rin. Kflduff did not own the 20,000 sq. ft. lot number which v= assessed, and whin corseCted in 1996, she was told her lot veins nevem a separate parc*li, and the two tic bMs Would cease Iminedbitely, to correct the r'ewxds. 4. Zomig adopted by Town 4123157 permIned lot adzes of 12,5000 sq. i't. or J&rV3r (on&-acre lot size requtremmt cUd not tare effect umtil about 11123171 and lot wergers were not applied unffi about 1953 under the Tov+na zoning code). S. In 1976 - County established County Parcel numbers from separate des. S. Subject parcel is shavm as Lot G an the snap dated Match 27, 1957 prepared by Otto W. VaraTuyl & Son, Surveyors, and as part of Lots 56 and 97•an the Map of Nassau 11 vin. Alm, applicant las sabodtted proof in tetter alerted Sept. 13, 1558 from the developer Raymnd T. GrWmm, Mr. Graham C0nfhVWd tlne deV08 t Was torwards payment and pnwftm of two late deegneted "B" and "G" at Kwsau Fes. 7. Neighborhood consists of late similar to-size. 8. The land vet not req,utm a chanp or allLa$ation In coaagours or slopes, or substantial fMg of land. 9- The lot is not.an ineresse In density since proof bm be= subtaitted to shown this was always intended to ratan a separate lot. 02/23/2915 12:49 6312981603 PALLM M ASSOCIATES PAGE 06/08 Z - Appf. N6. 4366 � eo4tendered Marola 6, 149& stter of THERESA KILDUFF )aatinued froaat page 1) D. A large nummWv of tots in this developament have been befit upon. 1. ApplicMt owner confizu dt that vacant tamd cartiftmte of occupancy WM obtained about 1988 with intent that a home would be considered at a fixture dste. 2- This waver will avoid economnta hardship. 3. The natural details and Obatacter of the aoxntouxs and slopes of the tot wM not be 6jgUjMwnUy cid or altered In any manner, and there wM not be Wmg of the vatnral land ares affecting nearby environ�eutat or flood 4$13 f areas-, or neighboring -propea-des. 40MON MADE By: jams Dame wo, Jr. SECONDED BY: ' Gerard P_ GoehAnPr WTIONMWOLUTiON ADOPTED: Waiver ted. :Note: Any cfaanga of ownership (other theta Kilduff) In the future may create a lifferent merger,, and further application for a waiver may be -additionally ,equir+ed - as determined by 'the Building Inspector in a new application review. Area 0ariaances are not necessary sander these circumstances .by the issuance of this wailer.) VOTE OF THE BOARD: Ayes: Serge J. Doyan dammer Dinimmo, Jr. Gerard P. Goehdnpr Nay: Robert A. VEM (no reason given) Lydia A. Tartoraa (due to one deed instead of two) 'Claim resolution was duly adopted (3-2). , ZBA:fit r� - GRAR D P. GLS, CPIRNM BARGAIN AND SALE DEED WITH COVENANTS THIS INDENTURE, made as of this 17th day of July, 2020 BETWEEN Mark 1WMangini, residing at 30-60 291 Street, Apt. B-9, Astoria NY 11102 and Laurie C. Nelson, residing at 366 West 11t1 Street, Apt. 6C, New York, NY 10014 (collectively, "Grantor"), and 105 BITTERSWEET LLC, a New York limited liability company having an address for the conduct of business at 112 Green Street, South Jamesport,NY 11970("Grantee'). WITNESSETH, Grantor, in consideration of ten dollars and other valuable consideration paid by Grantee, does hereby grant and release unto Grantee and Grantee's successors and assigns forever: ALL that certain plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being in the Hamlet of Cutchogue, Town of Southold, County of Suffolk and State of New York, Hamlet of Cutchogue, Township of Southold, County of Suffolk, State of New York, known and designated as part of lots 56 and 57 as shown on a certain map entitled "Map of Nassau Farms" situate at Peconic, Suffolk County, New York and filed in the Office of the Clerk of Suffolk County on March 28, 1935 under Map No. 1179, said premises known as 105 Bittersweet Lane, Cutchogue, NY, and being more particularly described on Exhibit A attached hereto and hereby made part hereof (the "Premises'). Tax Map Designation: 1000-104-02-3.2 BEING THE SAME PREMISES conveyed by: Deed to Grantor from Dennis Kilduff as to a 5% interest and Thomas R. LeViness as to a 95% interest as Executor of the Estate of Theresa A. Kilduff dated as of April 22, 2016 and recorded on May 19,2016 in the Suffolk County Clerk's Office in Liber 12864 Page 982. TOGETHER with all right,title and interest, if any,of Grantor in and to any streets and roads abutting the Premises to the center lines thereof. TOGETHER with the appurtenances and all the estate and rights of Grantor in and to the Premises. TO HAVE AND TO HOLD the Premises unto Grantee and Grantee's successors and assigns forever. UNDER AND SUBJECT to all easements, covenants, restrictions and other matters of record and the matters set forth on Exhibit B attached hereto and hereby made a part hereof. AND Grantor covenants that Grantor has not done or suffered anything whereby the said Premises have been encumbered in any way, other than as set forth on Exhibit B attached hereto and hereby made part hereof. AND Grantor, in compliance with Section 13 of the Lien Law,covenants that Grantor will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment or the cost of the improvement before using any part of the total of the same for any other purpose. [Remainder of page intentionally blank: Signature page follows] -1- IN WITNESS WHEREOF, Grantor has duly executed this deed the day and year first above written. /�' 44X ' Mark 1VMangini t'� c. .�. Laurie C.Nelson ACKNOWLEDGMENT TO NEW YORK BARGAIN AND SALE DEED STATE OF NEW YORK ss.. COUNTY OF ) On the — day of July in the year 2020 before me, the undersigned, a Notary- Public in and for said State, personally appeared Mark Mangini and Laurie C. Nelson personally known to me or proved to me on the basis of satisfactory evidence to be the individuals whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their capacity, and that by their signature on the instrument, the individuals, or the person upon behalf of which the individuals acted, executed the instrument. Signature and Office of individual taking acknowledgement Exhibit A Legal Description ALL that certain plot, piece or parcel of land, situate, lying and being in the Hamlet of Cutchogue, Township of Southold, County of Suffolk, State of New York, known and designated as part of Lots 56 and 57 as shown on a certain map entitled "Map of Nassau harms" situate at Peconic, Suffolk County, New York and Bled in the Office of the Clerk of Suffolk County on March 28, 1935 under Map No. 1179, said premises being more particularly bounded and described as follows: BEGINNING at a point which is North 66 degrees 22 minutes 50 seconds East distance of 100 feet from a point formed by the intersection of easterly line of Horton Road and the northerly line of Bittersweet Lane; RUNNING THENCE North 66 degrees 22 minutes 50 seconds East a distance of 100 feet; THENCE North 23 degrees 50 minutes 00 seconds Vilest a distance of 200 feet; THENCE South 66 degrees 22 minutes 50 seconds Vest a distance of 100 feet: and THENCE South 23 degrees 50 minutes 00 seconds East a distance of 200 feet to the point or place of BEGINNING. . y Exhibit B The Premises are conveyed subject to: (a) Zoning and subdivision laws and regulations, and landmark, historic or wetlands designation, provided that they are not violated by the existing buildings and improvements erected on the property or their use; (b) Consents for the erection of any structures on, under or above any streets on which the Premises abut; (c) Encroachments of stoops, areas, cellar steps, trim and cornices,if any,upon any street or highway; (d) Real estate taxes that are a lien, but are not yet due and payable; (e)(1) Survey made by True Point Survey Inc., dated March 28,2015 shows vacant land and the following:(a)Iron pipe and concrete monument found at the northwesterly and northeasterly corners of the premises, respectively, with a 3 foot high post and rail fence between same and said fence being 1. 2 feet north of the northerly(rear)record line. (2) Covenants and Restrictions (including setback restrictions)contained in Deed made by Raymond T. Graham and Ella M. Graham, his wife, to Thomas F. Kilduff and Theresa A. Kilduff, his wife, dated September 19, 1958, recorded October 10, 1958 in Liber 4527 cp 337. (3) Agreement made by and between Ralph W. Sterling Telephone Company ("Company"), dated August 2, 1935, in Liber 1830 cp 38. (f) Any state of facts an accurate survey and personal inspection may show, provided same does not render title unmarketable; (g) Any variations between the description of the last deed of the subject premises filed at the Office of the Clerk of Suffolk County and a current accurate survey of the subject premises; (h) Possible encroachments of retaining walls,fences, and structures, provided same do not encroach upon the subject premises by more than two feet; (i) Covenants, restrictions,reservations, and agreements of record,provided same are not violated by existing structures or uses; and 6) Public utility easements within ten(10) feet of the perimeter of the premises, provided that no presently existing structures are located within the area of the easement. ' Swdud N.Y.A.71t.Fnem r0a)•6dF20M-,9u�.ie usdSrk Doed�irL Corrame tQim+t G�oeti Am..Indf.idwi m CmpuRdao -x'70 GOMULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMMr—TMS INSTRUAiMr SNOULO a6 JJSW BY LAWYAN ONLY. ......_ �- uuR4527 PAGE337 'ITi1511VDBaf UM made the day of September ,nineteen-hundred and fitly-eight, BEMEM RAY150ND T. GRAUM and BLLA M. GRAHAM, his-wife, both reaidtag•at. �•$�a , . �.. I, (A:tchogue, .Mflal if party of fle first par!and 700NAS F.JUMP and THERML A. VIDUFF. his wife, as tenants ty the e4tirety, both residing at 112•.14 - 199th Street, St. Albans 12, QreTa'Ooanty, Stem Park, ' {• party of the semnd part; t WA'[ ,that the party of,the first'part,in eoosideradan of ' ------ dottars, _...a ; lawful money of the United States, and other good and valuable consideration,. pgd by the party of•thc semod part,does hereby grant and rebase unto the of the second part,the heirs or i sncasWrs and asugos,of tic party of the second part forever, - • riyLtW�,�l�.�y u . , • ' ..ALL that.traet or parcel of land situate, lying and being near Peecoie, itx the jj. Toru of Southold, Munty of Surrolk and state of Hew York, knorm and designated !16 as a portion of.-Lots 66, 67, Sa end 59 as ahmon a certain rasp antitlait, Rft t1.0 a of Ntiasau Verne, situate at.Peaonic, 'Suffolk Co., N.Y.I.filed in the wiblk A A Musty 018MID Orfiee on March, 29, 1936 as Map No. 1179, said premises,being more paarticularly bounded and described-as follwa: MI VAry ata point on the southerly lime of Pine Tree`Rottd at-the north- easterly earner or,preuises heretofore conveyed by Raymond T-.-Graham,and vire.to ,70seph 8tteaton and wife, which poitut is the northwesterly corner of the premises herein described (and which point Is North 63 degrees 13 minutes M aerande Mast a distance of 100.14 fest from a point formed by the intersection of the southerly- line of Pine Tree Road with the easterly line of Horton Road); runns„R thence.in an easterly direction along.the southerly line of Pine•Tres Road, North 63 degrees 13,minutes W seconds last a diatemee Of 32.4 feet; running thttace In.alb e$atarldt direction still along the southerly line of`Pine Tree Road, North 64 degrees 31 miumtes M secandt Best a distance of 67-47 fest%running thecae South 23 degreas 50 mihates Hast a distance of 409.37 Peet to the northerly line of a private road y knovn as Bittersweet Lane; running thence in,a westerly direction along the north- arly lime of Ritteraweat Lane, South 68 degrees 22 minutes 9] seconds West a dis- fanee of 300 feet tb land of Thom peon; running thence North 23 degrees 50 minutes West a distance of 406.46 feet to the southerly lits of Pine Tree Road at the point or place of beginning. TOGHTHM vrAth all-the right, title and interest, if any, of the parties of the first part is and to Pine Tree-Road and and Bittersweet Lane lying in fromt of and 1. adjacent to said premises to the respective center lines thereof. SUBacT-M ir13 POLLOUNG C0:'h11ANTS AND RRSTHICTIONS: 1'.— Said-prdaises=shall-be used for resldegtial-purposes only:_` 7 2.- -There-shall- be-only-one dwelling bouse-erected_or idaintained an sera ttf~t��, 3.; N0-_ - liiiag or other-s*u¢ture_shell ba-Preetnd or upltiteit7e'd on said premises t althinAD foot from-the-southerly line-of'Pirie Trea-Hoed-nor-within-OD feet from the'northerly-line of Bitter west- 5UMCT to an eeament heretofore granted by the party of the first part to the Long Island Lighting Cotgpatiy for 'tire purpose of installation, maintenance, repair and replacement of public utility lines on.the surface, above the surface and below the surface along Bittersweet Lane. t A eight,title sad interest,if nay,of the party of the first part in and to any streets a: roads abutting the above dc=''W premises to the Center Jives tht—F, (f• ,� :, TOGMIM with,the apand.1 the estate and rights of the party of the first part in and to said peen 7%)HAVEAND TO HOLD the pro ises hmrein granted unto the party,of the scmnd part,the heirs or r 7' ;:':'( sgmcgfors and assigns of the"of the seamd-plit forever •M`JiJi.19. •':f�,j�S1}t'}-"r`I•i•1 .• , •. • • •• • • • . 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F:•.:ro.;►•'t:rl+tiT j'ts, f:` �;:: erationj�asatsnst$md'toim appJiat�isf[flyr}fit5•}n;pose of paying the cosi of tjmimpmvAnmt and wM apply ;• ts,•. ;.2• •r .. •• yr r•ti; •ra - - - :t ':1,;_• Fy . fjc h same 5 ist to the payment of the cost of the impiovcaeotheEore hsmg'arrp part of the toiai•of tete same for o5cr•QIIipO'$, :t_ rte'• '� i' :, •ti � ,tc} t•'.'r•:ii�{^,r,''ci.ry''.Sr•-'i rt�'�, S.s ,vj:.r;.itr. . .1E...yt''F• s.r' •t• i a ]•A'•1 ,, rt+Ifto Jug-.Th.1,6rd!`r;1y{'shall,)terooastn-O:0'if•it',-* Tprliep"r;.teu`eret,•t�ie:score} :tfda -M,requens .�ei'f:'%-� ;i; .•�il:l"riil:lt�k ztiUh'=•... i 1 .a.• •eir !•=t�t�l�.e•t(t>4• .., .- .. ,.t :r �• ':.!•: :moi Vffm WHERE03?,.tf;�pauty o£the first rElrAs duty erarrbled this deed the dap andyea:lust above •;;. v�. :.`}r �. ''`fir sptf^^.• 1 ,•.}�..i I4I It'Lr✓et R�u'yl r`'iSK• 1• '' �•i: - ;Yx raPsxerca<oP: (Rtsy d T• CWtjham) (Blla M. arte) STATE CP NSKYQRJC, O)UM QF 5UFF=: Qn,the• day of $eptomber, 1959, before an yMomel]y.cozo R6YMQMD-T. QitAiiA_, an¢JLLL M. GRARAM, kis wire,'to me!mown to ba the individaala desvlbod in pad eho executed the foregoing iaatxumemt and ackn lodged that thW executed the eama, In le. Im Notary PdbUc. ~ Jlerrr•er:•! .—„:tti. flCI 1-0 ARTMM RAGEN :;: :J•.' i..: ,t q•• M, Nobny rublln�State of NEW York ' i !•D � No.s�t3.sszoo_Suffolk corns ALEX A IL CU Commissfoa Et: 6*Mar.3%lost a.�d 5+ ti• C F FFC Scott A. Russell ,�a°Su p STO>KI��l WA TIEIK ---- - - -- suP�RvisoR;-- ----- ------- '- ---- - [)E-- -� z SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ' O Town of So u th o l d CHAPTER 236 - STORMVVATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY ®1F THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A 'Clearing, grubbing, grading or stripping of land which affects more : I than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel. or any contiguous area. ❑E)/C ite preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. Site, preparationwithin 100 feet of wetlands, beach,,bluff or coastal erosion hazard area. . I .❑ Site preparation within the .one=hundred-year floodplan� as;depicted ►, on FIRM Map of any watercourse. .❑ F. Installation of new or resurfaced impervious surfaces of -1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received 'by,the Town and --the_ -proposal includes in-kind replacement of impervious surfaces. If you answered NO 10 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. Date- APPLICANT: (Property wrier,Design Professional,Agent,Contractor,O r) t ` District NAME AS(If __0 —L+� • Z m i Section Block Lot l "' FOR BUILDING DEPARTMENT (-SE t?�L Y Contact Information- (f !F 7 (/ Reviewed By: — — — — — — — — — — — — — — — — — — Date: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — �% f9 S�/'9 Eet 'r 1i(A n � F] Approved for processing Building Permit. Stormwater Management Control Plan Not Required. r - - - - - - - - - - - - - - - Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM tt SMCP-TOS MAY 2014 g�fFOt,,r ���� COGy.► BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �yrj�l �a0� Telephone (631) 765-1802-FAX(631)765-9502 ' ` Telephone Certificate # Date 2021 Customer Name f b `�a��or � L� Electrician Name tP-1ANZ,1,6 Address �( � �' Phone e-mail e-mail ar D ,26)L WLAV6 Phone License# M Size EO-0 A Phase Overhead t Underground _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is vali s from the a above. Authorized by 4 t s� z — --------------: a— �p CJS r- SUFFBUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 �+ Southold, New York 11971-0959 - Telephone (631) 765-1802 - FAX (631) 765-9502 '� rogerr(a�southoldtownny.gov - seand(a.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: /j Company Name: r' Name: Q� License No.: .0 zkf C- email: 0 1,le,�/� �y Phone No: 31�� S- 3 request an email copy of Certificate of Compliance Address.: , p, 164,1r cPJ V/) JOB SITE INFORMATION (All Information Required) Name: t 9��r �S w4►�, r I,.LIL Address: i7 �,r A 1 ,f Cross Street: 40 I Phone No.: b Bldg.Permit#: ��� email: o,/L y Tax Map District: 1000 Section: Block: Lot:Y .Zo BRIEF DESCRIPTION OF WORK (Please Print Clearly) /,�J/,P/,�y� Q� ,{/ew hylife Check All That Apply: Is job ready for inspection?: ❑YES [:]NO ❑Rough In ❑Final Do you need a Temp Certificate?: YES ❑NO Issued On Temp Information: (All information required) Service Size" 1 Ph F-13 Ph Size: �A #Meters Old Meter# New Service ❑ Service Reconnect Underground []Overhead Underground Laterals 1 2 ❑ ❑ H Frame 'ole Work done on Service? ❑Y N Additional Information. ,• PAYMENT DUE WITH APPLICATION U `` JAN 2 0 2021 Becto*Ihsoectido Form- 0&O.xlsx PERMIT# Address: Switches Outlets GFi's ' Surface Sconces ,WH's UC Lis Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator , Combo Cooktop Transfer AC AH Mini J Special: Comments. ff0[ BUILDING DEPARTMENT-Electrical Inspector O� �G TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1.179 Southold, New-York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr _southoldtownny.-gov — seand(ci)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name:" Name: p� License No.: .t,Cz email: ('C' S �l0 Z�/e,t/� Phone No: ,3/�q7 ,3 request an email copy of Certificate of Compliance Address.: , eJ- ,P0 JOB SITE INFORMATION' (All Information Required) Name: C! 91,V rAs 0 V r L.L Address: 4 tAo rc�p Cross Street:, 1- CA V1 Phone Na.. b i Bldg.Permit#:, Tax Map District: 1000 Section: Bloch: BRIEF DESCRIPTION OF WORK(Please Print Clearly) QFI ,(/6VA9W_e Ch ck All That Apply: ,Is job ready for inspection?: ❑YES ONO ❑Rough In ❑Final Do you need a Temp Certificate?: '0YES [:]NO Issued-'On Temp Information: (All information required) Service-Size` 1 Ph F-13 Ph Size: _,&I_A #Meters Old-Meter# New Service ❑ Service Reconnect oundergrou,nd ❑Overhead Underground Laterals 2 ❑H Frame❑'ole Work done on Service? ❑Y ❑N Additional-Information. - ,'` PAYMENT DUE WITH APPLICATION - `-' JAN 2 0 2021 ' va 1,aa- 2-1 Electiic�l�nsp�ctido Eortii2020.x1sx �C'9 ! " %„--• l PERMIT# r s• Switches /1� 4T 0 lets ut GFI's 9 Surface s\� Sconces •SIH s I, UC Lis, � . Fans Fridge _ HW E Exhaust I Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer, _ AC f AH - - Mini Special: Comments: /,CAr— - — tj AA no, ✓- . n —� . Telephone(631)765-1802 Town Hall Annex 54375 Main Road ='" Fax(631)765-9502 P. O. Box 1179 " " '' ZZ Southold, NY 11971-0959 ,, BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS-TYPE CONSTRUCTION, PRE-ENGINEERED - WOOD_CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: Location of Property: .10-r (3 1 a ,mss �'�Q" L �, cA164d dy u- Please t notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the foil ing location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Flo o and roof framing (FR) Signature: - Name (person submitting this form): �?� G '"` ¢gyp y" Capacity check applicable line): l Dy fcJ I- LL� Owner Owner representative TnissReg15.docx Effective 1/1/2015 105 Bittersweet LLC 112 Green Street P.O.Box 162 S.Jamesport,New York 11970 8456645696 burtdorfman@gmail.com August 21,2020 Hand Carried Meaghan Lavery Suffolk County Department of Health Services 360 Yaphank Avenue Yaphank,NY 11980 Re: Permit#R-10-16-0014 SCTM 1000-104-2-3.2 105 Bittersweet Lane,Cutchogue,NY Ms.Lavery In accordance with our discussions yesterday,enclosed please find copy of building plans and 3 copies of survey in connection with the above captioned previously issued permit originally -issued on March 2,2018 extended 6/14/19 through 2/11/22 and thereafter transferred to Laurie Nelson and transfer pending to 105 Bittersweet LLC. If you have any further questions or requests please feel free to contact me at the above- telephone number or email Very uly, o rs J� BEH AS,Managing Member rad AUG '2 6 2020 irE-8 � s lP1k. .�Y e A �� U� �m�i'1�- �C.:Gi vi � rf-�X zo r L L (Z riA cMAR - 1 2021 Ll f C CAIV\ GoJ✓t ��n �P J qqc`�� s cf)o F 0 R:,'O'F F[C E E' QU 3. SQmFFO'..KC .,NTYDEP RTMENTOF HEALTH SEPVICES &PCE OF WA WATER MANAGEMENT SUITE 2C,YAPHANK,NY 11980 % j4YAPHAN% -countyny.gov thWWIvT@sufibIk KTO UPDATE AN EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL;AND SkWATER SUPPLY FACILITIES FOR A SINGLE FAMILY DWELLING REFER TO REVERSE SIDE OF THIS FORM FOR INSTRUCTIONS PLEASE CorvIP1,Frf-',APPLICABLE SECTIONS OF'THISFORM. ALL SIGNATURES mus*r BE ORIGINAL. FOR ALL RENEWALS AND TRANSFERS EXISTING REFERENCENUMBER: R10-16-0014 Tax Man No.: District Section Block F32 Lot 1000 104 12 ae.66,1,N A i. e fr ArsF UfZ&Ai ell Name of-Current Agent:Karen A. Hoeg, Esq. Tel-9:�31 27-2 1 18o X269 Mailing Address:c/o Twomey Latham, PO Box 9398, Riverhead, New York 11901 Email Address:khoeg@suffolklaw.com DATE OF ORIGINAL APPROVAL:3/2/2016 1 r more than 6 years old and SCDI-IS site inspections have not bden performed,anew aPeli=ion will ben uired f I ,iSE., FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent: I Tel#: I hereby transfer all rights and interest in the above referenced permit to the new applicant named above; Signature of Previous Applicant(Agent: Date: I NkOWN"FFOR TRANSFERS WITHOUT PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant's Architect/Engineer/Surveyor: Tel#: I hereby authorize the above named current applicant to use the previous applicant's survey/sitel plan forlhis project prepared by me; for the purpose of transferring the above named reference number and its site design. k Arehitect/Engineer/Surveyor's signature: Tate: I FOR-ALL RENEWALS AND TRANSFERS Application is hereby made to I I TRANSFER,IRENEW(check,applicable) a permit to construct in,accordance with this A application.surveys and plans submitted. ihcrckV cenify that I have examined this complete application-and the statements therein "Any are true and correct,and that all work shall he done-in accordance with all applicable Town,County,State and Federal Laws.1"Any false statement made herein is punishable as it misdemeanor pursuant to S210.45 of New York State Penal Law." Si-nature of Curren Applicant/A t Date -2 _ Print Name of Current Applicant/AgentLaurie NelSodMark Ut4anginj. Titre Applicant nEPARTMENTUSE.ONLY Permit is Transferred/Ren d Until Transferred/Renewed Number-of Bed o Approved gnature of Department Re resentativ4 2h s7 IF- Si ate 0 V E WWM-104(Rev. 02/12) MAR U I enkMn., SUFF.CO.HEALTH SERVICES SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FOR OFFICE USE ONLY OFF,IC-t OF WASTF,WATER MANAGEMENT Health Department Ref'No- 360 YAPHANK AVENUE,SUITE 2C,YAPHANK.NY 11980 (63 1)8h-11111 OR HealthWWM(a%sutiolkLountyny.l ov tkPPLIt,A-110N To UPDATE AN EXISTI:NG'PERMIT TO CONSTRUCT SEWAGE DISPOSAL A, i WATER-SUPPLY MCILITIES FOR A SINGLE-FAMILY DWELLING 1 I REFER TO REVERSE SIDE OF THIS FORS.FOR.INSTRUC TONS j PLEASE COMPLETE APPLICABLE SECTIONS OF THIS FORM. ALL SIGNATURES MUST BEORIGIN SECTI �T L FOR ALL RENEMIAL:S AND"TRANSFERS RXI STING ItGFERENCE NUMBER: iDistrict Sr, o,ry Block Lot Tax Ma" NoL, �!1 `� Z Name of Current Applicant. O.:g- X31 1 rt,S't,J E {r L Tel#: - Mt'iling Ad�ress: ���Qxi z J/L �94,f» 5r S. �c�►�s r !/�'/�d Email Address: ?*lame of Current Agent: --lW a ,?93 Tel#f: Mailing Address: J?. 0 Email Address: -rptl D1 0 Z-2-c _ I ` "If more than b years old and SCDHS site inspections have not beeti DAT=OF ORIGINAL APPROVAL: erformed,a new,application,will be uircii_ SECTION Z 11 FOR TRANSFERS WITH PREVIOUS APPLICANT/AGENT PERMISSION Name of Previous Applicant/Agent,�iit C Ive- Telma � - I hereby tratis#er all rights and interest in the above referenced permit-to the new applicant named Signature o11 f Previous AppIicant!Agen&�� Com""-- K Date-t-1- SECTION 3 - :FOR TRANSFERS WITHOUT PREVIOUS APPLICAN-VAGE_:VT P _.MISSION `7 \amc of Prc:inus Applicant's Tel#: Ar4itcet.-mi*incee!Surve or: I hereby auto-brize the above named current applicant to use the previous applicant's surveylsite plan for tlii p%)qct prep red by me; for-the purpose of transferring•the above named reference humber'and its-site dcsi rn. Arehitcet/E29ineer/Surveyors signature:. Date: SECTION 4 FOR ALL RENEWAI.S AND TRANSFERS Applica'io r is 6reby made to I I TRANSFER-1 I RENEW(check applicable) a permit to construct in accordance%%ith this appircation,au Heys and plans submitted: I hereby certify that I have examined this complete--application and the statements therein are tare and rn •ct,and that all work shall be none in accordance with all applicable Towtt,Cottnty,State and Fedi raI Latta. ':Anv ti ialsc staremon made herein is unishak-le as a misdemeanor pursuant to S210.45 of New York Stnte Penal i.aw:' Sig fiature of Current Applicant/Agent Date Prtr}t Name of Current Applicant/Agent Title" 1174 v6kc,,01 c,,,- LOS 8 - - LLL 0. c DEPARTIMENT USE ONLY Permit is •fcrred/Rcnewed Until _ Number of Bedrooms Approved f S 6Oafure off Representative Date I s� �4(Rev. 12) a� S.C.T.M. N0. DISTRICT: 1000 SECTION: 104 BLOCK: 2 LOTS):3.2 TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMPONENTS) 6'SLAB FOR NON-TRAFFIC SEAM B'SLAB FOR TRAFFIC BEARING W DW APPROVED INLET PIPE � FRAME AND APPROVED GURET PIPE IX.4'DI MA COVER TO GRADE 70 E�AN5419N RINGS PITCHED 1/B'/1' FTTGiED 1/IA, ® 0 0 11 = 0E10 3'MIEN. �--- 8' BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL DWELLING DWELLING DWELLINGI W/ WATER W/PUBLIC WATER yyL W/WELL WATER OVER L OVER 150' LAND N/F OF LAND N/F OF VERA REID LAND N/F OF I RICHARD JERNICK KELLY DAVIS — — 6' STOCKADE TYPICAL SILT N 66022'50"E P/O Lor 57 100,00' SCREEN SECTION _ PIPE WOOD RAIL FENCE 1.2N MON. GEOTEXPLE FABRIC EL 24.0 EL 24.0 SUPPORT POSTS W000 OR METAL FLOW DIRECTION EXCAVATED AND OACKFlLL[D TRENCH EXISTING GROUND SILT FENCE PROPOSED LI IT r C OF DISTURBANCE t I w 83.8' c„, z PROPOSED SOIL N STOCK PILE AREA w - DWEWNGS p W/PUBLIC WATER p DWELLINGS150' _ W/PUBLIC WATER LAND N/F OF DRY WELL 150' LAURA WAHL 8'DIAx5'DEEP 50'MIN. LAND N/F OF 1 1 PATRICK MORIARTY B ST TO KEEP EDIMENT ON SITE (24.5) `�-� P/0 LOT 57 P/0 LOT 57 P/O LOT 57 HAY BAIL AND/OR COVERED Tn;16.4,., 4 1_11SILT FENCING PATIO �' .L'; (24.5) — 14.5'' 6.0' -- W' SCREENED h ::. .:..: •':':.•.,:' ::'. PORCH .';,•PROPOSED.;'' P/O LOT 56 P/0 LOT 56 P/0 LOT 56 :2 STY FRM.:.-• DWELLING' 0 0 -7— b 25.2' 13.5'':':•'.'': :'FFL(26.5) ao o %rJ`2 �:. a ry :•' .••;::•.:' (4 BEDR00MS),,.; W O ��_i o.::: :v COVERED o CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED :. W 3/4"STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.0 A DRYWELL 24 5 ^12.5' PORCH 1 FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 8'DVAx5'DEEP( • ) -,,,..GARAGE!. j GF(25.0)•; 24.8' 1(24.5) ELEV. 24. OL DR BROWN EXP s'IAN LP a I v w DY LOAM _ 1 o I ? o DRAINAGE CALCULATIONS: BROWN 0 4 BEDROOMS o I IN> p A) DWELLING W/COVERED PORCHES-2331 SQ.FT: SM 1,250 GAL S.T. 3 p d O 2331 x 0.166- 387cf REQ. SILTY SAND 2.5' N (1)8'DIAx12'DEEP L P. &a o 60' iii Q_ (2) B'DIA x 5' DEEP DRYWELL= 442cf PROVIDED PALE o v a 3 PROPOSED =8 Or j °d B) DRIVEWAY=1,115 SQ.FT. ML BROWN STAGING AREA $m a a 1,115 x 0.186-185cf REQ. SILT AND CONSTRUCTIDN 1O (1) 8'DUi x 5' DEEP ORYWELL-221cf PROVIDED O PALE rn ENTRANCE 1 tL.- SP BROWN '� /--\ FINE d 100.00' DRY WELL I 1 �• PAALDE —81 MON. EL 24.0 8'DIAx5'DEEP�,�� GUTTER EL•\24.0 — BROWN S 66°22'50"W UMN 100.00' '\.. SP FINE TO --- "I.._.._.._.._._.._.._.._.. MEDIUM ---- SAND —12' PAT,'W PROPOSED ASPHALT \, PALE ��"DIRT/GRASS ------ SP FINE SAND - / BST Y' ISS EE T�30'� __ EXISTING WATER MAIN — 17' NO WATER �' LANE END EXISITNG PAVED ROADWAY JAN. 01, 2016 PREVIOUS SURVEY BY — — — — JOHN EHLERS #50202 ZONED R-40 NON—CONFORMING FRONT YARD: 50'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 35' MIN LOCA77ONS SHOWN ARE FROM FIELD OBSERVAT70NS SIDE YARD: 10'MIN (25' TOTAL) AND OR DATA OBTAINED FROM OTHERS. AREA:19,999.86 SQ,FT. or 0.46 ACRES ELEVA77ON DATUM: NAVD88 ------— UNAUTHORIZED ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO TIME PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 77-IEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUe7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: P/0 LOT 56 & 57 INCL. CERTIFIED TO: 105 BITTERSWEET LLC; MAP OF: NASSAU FARMS STEWART TITLE INSURANCE COMPANY; FILED:MARCH 28, 1935 No.1179 RESOLUTION TITLE AGENCY LLC; SITUATED AT:CUTCHOGUE TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PUC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 220-67 SCALE: 1"=30' DATE: JULY 14, 2020 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk ,.r:�•-:7.%°rr-max �.<--- ._ •-�.w•..�.w.�+��;.,v.,,,.,.n .,....,m-�u....,�.,.^.,�=iw":z.--"�",�-_�:.�,^r�_ -- - - �^' -- - - — �-xa....e,..-z"-�..^...�:.,_.�""'�in;as��.�,':� 5U RVEY OF P/O LOTS 5G 57 N AS SHOWN ONA CERTAIN MAP ENTITLED'MAP OF NA55AU FARMS' W e' E FlOFFICE IN THE FFlCE OF THE CLERK OF SUFFOLK COUNTY MARCH 28, 1935 A5 MAP NO. I 1 79 �/ / \ 51TUATE: CUTCHOGUE 1 TOWN: SOUTHOLD ' s SUFFOLK COUNTY, NY ; E��o, SURVEYED 01-07-2016 - u ' 9011AM—TA INYORMATDN SUFFOLK COUNTY TAX# / 4A\o A%nMrr °°°'e4�3z 1000- 104 - 2 -3.2 g \°Q MAc 9 AB eAxrA20i p°"�e% 1 E Sry% 2�'�& \ Dp9 MG If I 4L ` '��p w _ H V � k-T'iy Ti O rPOM roIIBC z.19100er, O'tj \QQ q,8� vTALneatl9eo CNarAde 21g1D09/ SUFFOLK COUNTY HEALTH DEPARfMFNr APPROVAL f' `8'9gPi �8Cft Y loT coww�c rxaxAmR °e G' N66,2 NW �c o�O� IrneoveweepAao 1aLro •''t. Q 2a ol>,eDRuw�Esrsruncualunoxs. • I O � 'g,\ °AREA-2.191 sq FL ih 191 9q FC%O I]- ]3 \ i 73/42 2-9 VERTICAL FT.OF B DIA.IPYOIWG POOL RE011IRED 1 _ £ ROVIDE fI B'DIA"4'111 6'�95rORM CWVN FOOLS ZNw ,tt� o� 1 tra 01 y6 \ SUFFOLK COUN2 y D--cPARTMEi7T OF 1•SEALTFI SERVICES An;r !QF .^r?UCTIoId FORA PERMII F„ 20'dA Si:aiL"_' 'i',:r;i.CL i1NLY MAR 0 2 10,18-,;'(':..i'4;a. �. -2 IL \ rF/ �jj• D O _1 DATEO g _ O I�f a I APPROVED �O f9EOR00M3 U FOR MAXIMUM OF O\ 2 O y94 '°'s O Q t 9a K EXPIRESTHREEYEARS 1=ROM DATE OFAPPROVAL Q\ w \ �� . ` ' o r� 6 22yo\��X30 �•`•�.�_NOa'FG.AL,EVl F/(W,y�._l'StQfi mvop p IElnenaadFor.p I,Paaw viglna or / F;•a•y YNulxNlaba ddo , awY TET HOLE DATA OIOS 6 4 o"—V Imm amle EL-2 bp. -w ]. Ra. S° emO00• �yTwya1. m0.oganwi-00Inlad nxry is a A. O ?^ ,comae:<a etim e,e.,awer.e a ea wn Ix, raeevr,w®Mu .� � y -73 � cep4i _g rax Naw ms nramsr '^'• L •l`� I 'Cerlllle,lbne Nd.-d haean algnllY Incl Isla "d \ .../ / A p S , y w°a p°paed N°ccader2o wlln Ine e.- rI1GMIXY,I nxe TO MPuedwSr 1 y ' 4r I Ia1Np Epde of VracUc,fp Ldntl SurwH^dcplad �I�t / i�aeswKrwa scw c�:llortc�eimn°a`�nmeiun'atir —le nye enanw nxewn,r \ 'io �O cr Ip ue pa.m ra-lun 1ne aswy 1,wepaee, ', / end on n1,n,nml to ue Ixie pomp°nr•gewmnm- ,r Sg a Yy } f rm epmlg cold Immnp N,oml�m mtM nareon.end \ y , c.gs. txor:V ^ 1e Ilpnaam rbl V°nafamUNb o°dN°Mwl lna�Uiu'IMa WMMTNf9.NO WATLR fl1W1R11H@D v0gy JOHN C. EHLER5 LAND SURVEYOR (4 5DRM)HOUSE INVERTS lOrJt LWYN0.9-199) \ 50 , E t I'm 9eG110e IO?2N ValvcOaaPWK910131 � L • I'Op.J _"^'TO FRDM�OSge 1990M 99 rSA1t90 � _ L� �, GFAOe -1� """°"'° 6 EAST MAIN 5TREET N.Y.5.UC.NO.50202 / 1°-' 1aN.TIT WV.' IH'P4RYOOY Area =20,000 5.1 Ft. RIVERHEAD,N.Y 1 1901 369-8288 Fax 369-8287 f \ 1r9 reR eaD, 1 IztI0 CTL 1 \ /O OO ee:,aiiow4 sunt radL Area =0.4591 Acres longlslandland5urveyor.com / �5 CRAPHI SCALE ° 5d - i S.C.T.M. NO. DISTRICT: 1000 SECTION: 104 BLOCK: 2 LOT(S):3.2 SEP Z 1 2020 TYPICAL DRYWELL CROSS SECTION Revised Plan Approved - (CONC. PRECAST COMPONENTS) 8'SUB FOR NON—TRAFFIC BEARING Expires 8'SLAB FOR TRAFFIC BEAR8i0 HEAVY DW APPROVED IA¢ET PIPE CAST om F'RwE AND APPROVED OUNET PIPE WN.4'D6l COVER 70 GRADE lb MPAAN~,7PN PItCHED 1/8'/1' DW P fONED f�6 Vii. ® 0 SUFFOLK COUNTY DEPARTMENTOFHEALTHSERVICES PERMITFORAPPROVAL OF CONSTRUCTION! FORA SINGLIEFAMILY RESIDENCEONLY DATEA H.S. REF. No. -J � q APPROVEDL-i 8iL N SAND AND FOR AXIMUM OF SE ROOMS � i ��"�v EXPIRES THREE YDWEMNGEARS FROM DATE OF'APPROV I DWELLING I W/W� WATER PUBLIC W/WELL WATER OVER 150' OVER 150' I LAND N/F OF SEP 2 1 2020 LAND N/F OF VERA REID LAND N/F OF I RICHARD JERNICK KELLY DAVIS _ _ _ _ _ — — Bvia,D TF F T- o O P/0 LOT 57 , 6' STOCKADE ' O `T� - s N 66 22 SO E 100.00 TYPICAL SILT • SCREEN SECTION _ PIPE WOOD RAIL FENCE 1.2'N MON. GEOTEXTILE FABRIC EL 24.0 EL 24.0 SUPPORT POSTS WOOD OR METAL FLOW DIRECTION EXCAVATED AND flACKFlLLED TRENCH EXISTING GROUND SILT FENCE _ PROPOSED LI R OF DISTURBANCENEW t N 83.8' ° 3 NNinIN z PROPOSED SOIL o N STOCK PILE AREA o0 w a U tr1 DWELLINGS o W/PUBLIC WATER p DWELLINGS150' = W/PUBLIC WATER LAND N/F OF DRY WELL 150' LAURA WAHL 8'DIAx5'DEEP 50'MIN. LAND N/F OF �'^� PATRICK MORIARTY I 1 7HAY (2 .5) �-� P/0 L07 57 P/0 LOT 57 P/0 LOT 57L AND/OR COVEREDNCING PATIO (24.5) _— w' SCREENED c PORCH :;:•PROPOSED: P/0 LOT 56 P/0 LOT 56 P/0 LOT 56 ERM.:'::;::: 0 25.2' •.13.5' .;i',i'::..;FFL(26,5) '•i';;.'• - — o Q / :.(4 BEDROOMS) - D Q Q� \ c• ::.. W 1.5' '15.0". :.;:•:':,,, :;; c9 ��_i o.•:.' v COVERED ::•., :::.' I o CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED ; W •3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. DRY WELL 12.5 PORCH FILL TO 18°(Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 8'DIAx5'DEEP(24.5) N, GARAGE•::;: I N N.;GF(25.0).;; I o j 0 o Cn :'21:0'..:; 24.8' LA 06 ELEV. 24. O < I OL DR BROWN — ] y EXP S.MIN LP ¢ter 1 w o DY LOAM 5;� j s? DRAINAGE CALCULATIONS: BROWN 0 4 BEDROOMS = 0 j o A) DWELLING W/COVERED PORCHES-2331 SQ.FT. SM SILTY SAND 1,250 GAL S.T. , o Q 2331 x 0.166= 387cf REQ. 2.5' (1)8'DIAx12'DEEP L.P. U)60 I0? (2) 8'OIA x 5' DEEP DRYWELL� 442d PROVIDED PALE 0 m Q a 13Cn `j PROPOSED Q B) DRIVEWAY=1,115 SO.Fr. ML BROWN + STAGING AREA a� EQ n 1,115 x 0.166=185cf R . SILT —5' '� J ANNDD CCOCNE RUCnON Z to PALE O rn ja (1) 8'DIA x 5' DEEP DRYWELLm227cf PROVIDED SP BROWN CJ FINE100.00' DRY WELL SAND —g' MON. lk EL 24.0 8'DIAx5'DEEP%-_- GUTiFJt f"L•�24.0 PALE — BROWN S 66022'50"W DRAIN 100.00' SP FINE TO �.._.._.._.._.._.._.._._..� MEDIUM _ --- --- , SAND —12' DIRT/GIQASS PATHWAY PROPOSED ASPHALT �.._.._.._._.._.._ PALE i --------- EXISTING WATER MNN SP FINBRWNEO OSAND --''�/ BIT T�I7-C WEE T(30')LANE END EXISITNG PAVED ROADWAY — 17' NO WATER JAN. 01, 2016 PREVIOUS SURVEY BY — — — JOHN EHLERS #50202 ZONED R-40 NON—CONFORMING FRONT YARD: 50'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL,, REAR YARD: 35' MIN LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS SIDE YARD: 10'MIN (25' TOTAL) AND OR DATA OBTAINED FROM OTHERS AREA:19,999.86 SQ.FT. or 0.46 ACRES ELEVA77ON DATUM: NAVD88 _—_ UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW, COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INSTITURON, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: P/0 LOT 56 & 57 INCL. ��� CERTIFIED TO: 105 BITTERSWEET LLC; MAP OF: NASSAU FARMS �� STEWART TITLE INSURANCE COMPANY; FILED:MARCH 28, 1935o.1179 4069 RESOLUTION TITLE AGENCY LLC; 412 SITUATED AT:CUTCHOGUF� 020 TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING PLLC SUFFOLK COUNTY, NEW YORK L °; Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE # 220-67 SCALE: 1"=30' DATE: JULY 14, 2020 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk `5 U RV EY Off F/O LOTS 5G * 57 AS SHOWN ON A CERTAIN MAP ENTITLED"MAP OF NASSAU FARMS` / \ FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY MARCH 28, 1935 AS MAP NO. 1 179 / 51TUATE : CUTCHOGUE °.00 �y W E TOWN : SOUTH OLD SUFFOLK COUNTY, NY �so -p SURVEYED 0 1 -07-201 6 / at �o2Q 9�� r�Om SUFFOLK COUNTY TAX # / O *Nop •A SQUARE FOOTAGE INFORMATION Y a m � \V' TAX MAP R 1000 10423 2 I 000 - 104 - 2 - 3.2 ' Z �goZO ° EXIST LOT AREA 20.000 5 r 111 1-11V1 n\ "'Q \O MAX P.UILTABLE AREA 20% 4,000 5 F k Ga-0"z /� 20 Om S� GO�B��yY O \ EXISTING O -O 9�`O2�Sc�R O� S 7 Q,,"G��\ PROPOSED --0,0, 0,Q O` 2x �Q Ck Z•L �Gl Q \ PROPOSED HOUSE 2.191 00 5 P c� �.C1b 0 m SUFFOLK COUNTY HEALTH DEPARTMENT APPROVAL I l�Q9s °yt OXt� °° v9�� �' I -OTAL FR0PO5ED COVERAGE 2.1910051 G�iO �' \ LOT COVERAGE CALCULATION k °mv�D O�O (/ �V LOT COVERAGE RATIO 109 A� ' \ QVGgn 9 r O � ' i OU ° � SE DRAINAGE SYSTEM CALCULATIONS ° Om ' O \ POO AREA=2,191 Sq.Ft. I i 2,191 5,1.Ft.X O 17=373 373/42.2=9 VERTICAL FT OF 8'DIA LEACHING POOL REQUIRED 20\ PROVIDE(1)8'DIA x 4'$(1)8'x 5' 5T0RM DRAIN FOOLS i 01 i N \ _ vo � 1�T�S �V>��5 p' Ra �hi ]®39Pa Fd �TM � � p SUFFOLK 0®U3DEPAR PE6? �� �� C � 'g6 l 14G Am a 00 _ AUG 2 6 \ Om / G., c ll/ ww ° 2Q20 MAR 0 ? 2016 / (o_ I SAM "ZD DATE �.�. ;:;, ia�?a �O� \ .. '- <_-- O - � F�Ff���� 2yA � APF o �p3 c O !'►fir R©VSD T 0a e `� �PSe�M°'N �I. f - C yh� FOR fAXiir�alD9 0F 3EDR0CDA9.► ° O `00 ro`� EXPIRES THREE YEARS FROM DATE OF APPROVAL O \ ��O ° \NeP t 1 Q1 r r rte, "Unauthorized alteration or addition to a survey TEST HOLE DATA 01 05 16 \ �`L v, V 4 gk �° �•J `� map bearing a licensed land surveyor's seal Is a BYSURVt p EL=24' O G.�j �P adtJa y� �� •"� volalion of section 7209, sub_division 2, of the ✓✓ O ! ' �. G.EL, "'�' New York State Education Low \^I�� �, C d'1 I' DARK BROJJN SANDY LOAM OL \ p� V, r •� L�� "Only Copes from the original of this survey BR0KM SILTY SAND SM 7O\T- ` (s1 rse`Oi. marked with an original of the land surveyor s --2 5' O \p0 O stcm ed seal shall be considered to be valid{rue PALE BROWN SILT ML �� pp.. 1v' �� COPIe4 5' PALE BROWN FINE SAND SIP •� G 9°7a c a mTa Q, t,#. "Certifications Indicated hereon signify that this 8' .../ / �c< . �S y survey was prepared In acCOfdCn ce with the ex- PALE BROWN PINE TO MEDIUM SAND 5P \ / O )sting Code of Practice for Land Surveys adopted y5 by the New York State Association of Professional Land Surveyors Said certifications shall run only OY-d / PAF BROWN FINE SAND SP to the person for whom the survey is prepared, \ y Om and on his behalf to the title company, governmen- S� U yV 1`r tat agency and lending Institution listed hereon,and I T / LAN to the assignees of the lending Institution Certlfico- 7 twos are not transferable to additional Institutions COMMENTS NO WATER ENCOUNTERED \ m0 NOTES. PROPERTY IS IN ZONE R-40 G 90 (4 DDRM)THOUSE INVERTS LOCAL LAW NO 5-1997 JOHN C. E H L E R5 LAND 5 U RV EYO R NOT \ `' 100 20'MIN FRO5%SLOPE G LOCKING CAST FF ELEVATION 26.0 SECTION 100.244(NONCONFORIAING LOTS) �G Oi LEACHING POOLS OVER TO GRADE FRONT 40 SIDE I S'BOTH 35'REAR 50 \ GRADE EL=24 O ELEVATIONS BASED UPON NAVD 1988 0�'L 5'!6 SLOPE EL-23 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202INV=22.3 INV=225 I-MIN 2'MA% INV=21 7 INV=21 8 / I/4"PER FOOT Area = 20,000 Sq. Ft. RIVERHEAD, N.Y. I 1 901 3C9-8288 Fax 3G9-8287 \ / 118°PER FOOT 2O0 GALLON Area = 0.4591 Acres \ 8•DIAxONPOP SEPTIC TANK g5landlande,urvey . /p O° DSTR BUTTON POOL GRAPHIC SCALE I"= 50' lonorcom \ - / �5 IG-104 S.C.T.M. NO. DISTRICT: 1000 SECTION: 104 BLOCK: 2 LOT(S):3.2 TYPICAL DRYWELL CROSS SECTION (CONC. PRECAST COMP ONENTS) W SLM OR NON-TRAFFIC OEM= FOR HEAVY DUTY A �I o a� CAST IRON FRAME AM APPROVED OVED CURET PPE MAN.0 DuCGVER TO GRADE TO!�M 4(QN RINGS FFR]®t/eyt• DIA, ® ❑❑❑0 c OCG1�1 rU� 6 �- 3' MIN. 8' - - COU AR BACK FILL MATERIAL TO BE CLEAN SAND AND GRAVEL DWELLINGDWEDWEWNG LLING I DWELLI WATERW/PUBLIC WATER W/WELL WATER OVER 150' OVER 150' LAND N/F OF LAND N F OF VERA REID LAND N/F OF I RICHARD JERNICK KELLY DAVIS 6' STOCKADE N 66°22'50"E P/O LOT 57 100.00' rYPICALSILT 5 4 503 SCREEN SECTION � — PIPE LC WOOD RAIL FENCE 1,2'N mom GEOTEXTILE FABRIC EL 24.0 EL 24.0 WOODSUPPO POSTS WOOD OR METAL FLOW DIRECTION EXCAVATED AND EiACHFlLLEO TRENCH EXISTING GROUND SILT FENCE ) PROPOSED 1.14 OF DISTURBANCE f rn N .• 83.8' �° z PROPOSED SOIL o N STOCK PILE AREA O w - Ln tt1 DWELLINGS O W/PUBLIC WATER o DWELLINGS 150' = W/PUBLIC WATER LAND N/F OF DRY WELL 4 150' 8'DIAx5'DEEP LAURA WAHL -� LAND N/F OF 60'MIN. r 1 PATRICK MORIARTY S b�ZEE� P/0 LOT 57 \`_� SEDIMENT ON SITE (24.5) P/0 LOT 57 P/0 LOT 57 COVERED HAY BAIL BAIL AND/OR in .w SILT FENCING PATIO �� !� (24.5) — -_ :SCREENED"I• l� te, P/0 LOT 56 ORCH �;/����/ P/0 LOT 56 a ;�C+ �C+ ? P/0 LOT 56 //•FOUNDATION n. ''. ,y'' .LOCATION' / oQo 0 13.3 /�/,NOV. 4, 2020 /^ a -✓ �G� / '? N.- - -- - TEND ELEV,26.0��rt O ' Q Q .2512' 1.5'•, •14.8'• /�///// ! o CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED -� � w DRY WELL 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. BbIAxS'OEEP(24.5) ILL 70 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. o' 24.8' l(24.5) i0 I ELEV. 24. C) o < I OL DNDY AM y p EXP aY tC! LP 5 ! z o DRAINAGE CALCULATIONS: ILS: o BROWN 0 4 BEDROOMS �j I to} p A) DWELLINGT. NG W/COVERED PORCHES-2331 SQ.F SM SILTY SAND Z 1,250 GAL S.T. 60�' I OL O 2331 x 0.166 3874 REQ. 2.5' C (1)8'DIAx12'DEEP L.P. 3 (2) 8'DIA x 5' DEEP DRYWELL- 442cf PROVIDED � a !3c' PALE `; PROPOSED O I °µ B) DRIVEWAY-1.1115 SO-FT. ML BROWN STAGING AREA a O 1,115 x 0.166-185cf REQ. SILT —5, O ANCNSTRUCTION (1) e'OIA x 5' DEEP DRYWELLs221cf PROVIDED ENTRANPALE SP BROWNFINE d SAND —8. MON. 100.00' 24.0 RY 8DDIAxS'DEEP\`_/1 GUTTER \E'L•�24.0 502 PALE — BROWN LC S 66022'50"W UKPJN 100.00' LC SP FINE TO _ -- ...... MEDIUM Ay PROPOSED ASPHALT \ SAND —12. ��' pATHW PALE ��� DIRTIG�� -_------ �. EXISTING WATER A1AIN SP FINES SAND -� B T 1fj 1%S EET(3O)LANE 17' NO WATER END IXISITNG PAVED ROADWAY BROWNJAN. 01, 2016 PREVIOUS SURVEY BY — — — JOHN EHLERS #50202 ZONED R-40 NON—CONFORMING FRONT YARD: 50'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL REAR YARD: 35' MIN LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS FND.LOC NOV. 4, 2020 AND OR DATA OBTAINED FROM OTHERS AREA:19,999.86 SQ.FT. or 0.46 ACRES SIDE YARD: 10'MIN (25' TOTAL) ELEVATION DATUM: NAVD88 UNAUTHORIZED AL7FRA77ON-Oh ADD177ON TO THIS SURI%EY IS A VIOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING .THE LAND SURVEYOR'S EMBOSSED-SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANT FES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 774E PROPERTY LINES TO 77-IE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE ]HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 077-IER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUffURES RECOR,EQ ��y E Og �T GUARANTEED UNLESS PHYSICALLY EVIDENT ON 174E PREMISES AT THE TIME OF SURVEY SURVEY OF: P/0 LOT 56 & 57 INt I CERTIFIED TO: 105 BITTERSWEET LLC; MAP OF: NASSAU FARMS NOV 2020 STEWART TITLE INSURANCE COMPANY; = , FILED:MARCH 28, 1935 No.1179 RESOLUTION TITLE AGENCY LLC; SITUATED AT:CUTCHOGUE BUF1,DTN(;DEPT. TOWN OF: SOUTHOLD TQC vVN CF;,30UT610KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Boz 153 Aquebogue, New York 11931 FILE 220-67 SCALE: "=30' DATE: JULY 14 2020 f PHONE (831)298-1588 FAX (891) 298-1588 1 N.YS. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 104 BLOCK: 2 LOT(S):3.2 SUFFOLK COUNTY DEPARTMENT OF I'IEALTH SERVICES APPROVAL OF CONSTRUCTEDWORKS FOR A SINGLE FF'LILY REST ��-��✓ ®� Date j U N 1021 H-S,Ref.No. The sewage disposal and water siipp�►is�r adowdto inspected andlbr=t W by tuts be saddawry FOR . Craig Knepper, P.E., Chief Office Of Wasterwater M nagemaof LAND N/F OF _} _i` ?( LAND N/F OF I VERA REID t { L- ,} LAND N/F OF I RICHARD JERNICK KELLY DAVIS — L'�' � o ; n P 0 LOT 57 ; 6' STOCKADE q • _ N 66 22 50 E / 100,00 — JI J U rj 8 2021 PIPE EL 24.0 EL 24.0 WOOD RAIL FENCE 1.2'N MON. rq-jj.f!T,,Ti:PT. N W 83.8' U° z 0 W 0 0 0 LAND N/F OF DRY WELL 8'DIAx5'DEEP LAURA WAHL ���� LAND N/F OF PATRICK MORIARTY P/0 LOT 57 (24.5) \�—� P/0 LOT 57 P/0 LOT 57 WINDOW COVERED WELL PA710� tom•:;.';^ (2,4.5) 6.0 COVERED 1?..:;...•.:.:: .:.:.:........•.•.... L.P. P/0 LOT 56 P/0 LOT 56 P/0 LOT 56 PORCH STY FRAME:;::.:;.:;: DWELLING::;:,':: —� w•:;:;;.' .: ':;;;;:;;FFL 27.25::':::;:n DRY WELL -- -- — — — B'DIAx5'DEEP 25.2' w i� COEED 12.7' ORCH (24.5 N:.::;::•:.;G'..F 0'. :;;' ; (24II 5)o ^ d 6) 17' 21. 2 4.8' 29 I O W O W Z o LP m ! o DRAINAGE CALCULATIONS: O 4 BEDROOMS j 3 p A) DWELLING W/COVERED PORCHES-2331 SQ.FT. z 1,250 GAL S.T. 0 2331 x 0.166 387cf REQ. 60' (1)8'DIAx12'DEEP L.P. 0' I (2) 8'DUW x 5' DEEP DRYWELL— 442cf PROVIDED W C I 8) ORNEWAY=1,115 SQ.FT. ►� 0 1,115 x 0.166m185cf REQ. O t (1) B'DIA x 5' DEEP DRYWELLm221cf PROVIDED In I MON. 100.00' EL 24.0 SEL 24.0 S 66022150"W 100.00' PATHWAY DIRT/GAS RCA BASE/ �r °� EkIST11VG YVATER MAIN / �,19ITTERS EE T OO r�1JA V E END EXISITNG PAVED ROADWAY ZONED R-40 NON—CONFORMING FINAL SURVEY 05-10-21 FRONT YARD: 50'MIN THE WA7FR SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND.LOC NOV. 4, 2020 REAR YARD: 35' MIN LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS SIDE YARD: 10'MIN (25' TOTAL) AND OR DATA OBTAINED FROM 07HERS. AREA:19,999.86 SQ.FT. or 0.46 ACRES ELEVA77ON DATUM: NAVD88 UNAU7740RIZED AL7FRA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STA 7E EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICA7ED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7774E ASSIGNEES OF�I �,LENDING INS777U770N, GUARAN7EES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREO F N1 THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY- INg OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE S7RUMRES RECORDEDAO UNRECORDED50E NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: P/0 LOT 56 & 57 INCL. z CERTIFIED TO: JEREMY KLEIN; MARISSA MALICK; MAP OF: NASSAU FARMS ® E�` JP MORGAN CHASE BANK, N.A.; FILED:MARCH 28, 1935 No.1179 WESTCOR LAND TITLE INSURANCE COMPANY; �a. EMINENT ABSTRACT, INC.; SITUATED AT:CUTCHOGUE 105 BITTERSWEET LLC; TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 1� CID Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 220-67 SCALE: 1"=30' DATE: JULY 14, 2020 PHONE (831)298-1588 PAX (631) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk f ELECTRICAL INSPECTION REQUIRED APPROVED AS NOTED DATE: IZA6 B.P.# X5233 PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE FEE: BY: CERTIFICATE OF OCCUPANC, . NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE SOLDER USED IN ,WATER FOLLOWING INSPECTIONS: SUP,PLY SYSTEM CA-_NNOT 1. FOUNDATION - TWO REQUIRED EXCEED 2/10 OF-1 6 LEAD FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION . - 4. FINAL - CONSTRUCTION MUST �` ING WA ';ACL-PLUMBING WASTE BE COMPLETE FOR C.O. `&WATER LINES NEED ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 1' '1NG;13EEORE G01GER1NG YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF ;DO;NOl'°PRO,CEED;WITH NEW YORK STATE & TOWN CODES "FRAMING UNTIL SURVEY AS REQUIRED AND CONDITIONS OF OF FOUNDATION LOCATION HAS BEEN APPROVED_. S M 1-- - 9TG*A ZOA 4 G_ T OARD Blower door and ductwork testing required. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE Must provide Manuals F OCCUPANCY D, r and s as per ® NYS Energy Code DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765.1560 before All exterior lighting Backfill,OR Provide Engineer's Certification installed replaced or that the drainage has been installed to Code. repaired shall conform to Chapter 172 of the Town Code D� ,1 LIAR VENTS: P3103.1 ROOF EXTENSION OPEN VENT PIPES SHALL EXTEND MINIMUM 6"ABOVE 4"ROOF VENT THE ROOF OR 6"ABOVE THE ROOF ANTICIPATED SNOW ACCUMULATION. 50'-0" P3103.2 FROST CLOSURE: WHERE THE 97.5%VALUE FOR OUT-SIDE DESIGN TEMP IS 0 DEG F OR LESS.VENT EXTENSION THROUGH FIRST FLOOR A ROOF OR WALL SHALL NOT BE LESS E IN DIAMETER. ANY INCREASE IN SIZE GENERAL CONSTRUCTION NOTES IN SIZE OF THE VENT SHALL BE MADE NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. "o p p e a 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. z 3"v s a a oa. as adopted by New York State May 12, 2020, W 0 • o'' e" Additional Code Compliance: 2 2"V 2V 2"V a ' 4 2020 Energy Conservation Construction Code of New York State, the W p. d . o - v ° d p• d o ^ d D. d o v ° d p- d ` o - d p• d o - e d p d ` n n d D d o Q AV °4 ° � 1 � 14 1 }��i�� ��� ° Additions,Alterations& Renovations: shall conform with Appendix J U)�° Q a WINDOW WELL R310.2.3 2. Written Dimensions take precedence over scaled dimensions W.C. a HORIZONTAL AREA SHALL BE m SHWR o 0 7 o cn MIN T-0"SQ FT.WITH A 3. The contractor prior to the start of construction shall verify all BASEMENT 54 131-411 0= HORIZONTAL DIMENSION dimensions, existing or new and be responsible for field fit. 0 J— N OF MIN 3'-0"TO ALLOW FOR W 2" v v° c-z L EMERGENCY ESCAPE AND 4. The mechanicals stems, electricals stems, plumbingsystems and solar energy systems, W Z D- x J IL. RESCUE. LADDER SHALL BE y y y gy y c.o 2 U) PREMITTED TO ENCROACH shall be installed in accordance under latest State approved Building Codes. 4"C.I.WASTE v ' .° NOT MORE THAN 6"INTO All systems are to be designed, installed, &specified by the general contractors; HVAC, J �-- TOAN EXISTING 4 - c!) REQUIRED WINDOW WELL electrical or plumbing sub-contractors. SUFFOLK COUNTY APPROVED ° ° DEPTH, Electrical certificates are to be provided the electrical contractor. Z SANITARY SYSTEM - o° p. ` d ` o - ^ d D- d o - d p. d o - d D 4 d . ` o - ., 5. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 1-1- W W ° - Framing lumber shall be DOUG-Fir Larch#2 or better, E = 1,600,000 Q W rZ)nn FUTURE EXPANSION PLUMBING RISER DIAGRAMMin. Fb for dimensional lumber=850 psi. GYM Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. W �j V N.T.S. c = w Including but no limited to: Deck Framing, Posts, Headers, Girders &Ledgers. 9'-0"CEILING HT o 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 O 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS P > _ U) 6. ALL EXTERIOR LUMBER Shall be ACID requiring the following: MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 ° o X a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D W V or stainless steel.01 O b.) Use Copper flashing Only against ACQ Lumber Sill Plates c.) All Structural connectors i.e. Simpson strong-Tie or USP, etcI_ FAN shall be Hot-Dipped Galvanized or Stainless Steel. - - co 1 FINISHED ( 9. All Engineered Wood Products such as"Trus Joists, Micro-Lam, etc"shall be N �J� installed in accordance with the manufacturers latest installation details, �, _ BASEMENT Framing connectors,Allowable Hole diagrams, specifications, etc. "Micro-Lam"Design Stress: E= 1.9, Fb =2,600 psi, Fv= 285 psi o = E 9 0"CEILING HT 6 o o E N "Parallam PSL" Design Stress: E=2.0, Fb= 2,900 psi, Fv= 290 psi �,0 ` a o U) D' Anthony Power Beams Design Stress; E=2.1, Fb =3000 psi, Fv=300 psi Y.� E r� ° o 1a° -3 tUD C O V = U N w T 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, .�a ° o a each sleeping rooms in basement, habitable attics, and every sleeping room iv 0 a a -w -°- `o ° a shall have at least ONE operable emergency escape opening as follows: :° °' _ 0'N o `o N cc o 6 Existing Floor System . , Sill height of not more than 44 inches above finished floor. n Y ( T iu 2 Y C Y 3/4"pluwood subfloor a >.a a o A. Minimum net clear opening of 5.7 square feet. 0 ° .� 3 floor Joists 16"oc 4 ` p g q a�r ,0 3 L = E .'3 a Except grade floor openings shall have a minimum net clear °o o o o a s opening of 5 square feet. _ (D ., B. Minimum net clear opening height shall be 24 inches. s n .c CO N o o E 1/2"gyp bd ceiling ° ;-----; --; ° C. Minimum net clear opening width shall be 20'. o o o D. emergency escape and rescue openings shall be operational t'- 2 r- N o TOP OF CONC • • -------------------- ------' -#--'---' -----'----- <° from the inside of the room without use of keys or tools. 2.NU, f0 ca y , --,---------------- - ` - tl N 2 W i i i i 1 i i D N.-. Z,E Q °n C Q7 C N 0 — - — - °_ __, L__ _____, WHERE Basement contain more than one or more sleeping rooms, -' cc o s N o - ---' lY O p 9 LcoEm ma � o0w . an emergency escape opening shall be provided for EACH sleeping room. l— L) �o 0- � CU E a.=-o ii Fire-blocking,Continuous N Emergancy escape and rescue opening shall open directly to the.outside along top of foundation wall o I _ and horizontally at intervals 'r' � ' ' l ° EXCEPTION: Grade floor or BELOW grade floor openings shall have not exceeding 10 feet. co _ R302.11 thru 302.12 0 a net clear opening of not less than 5 square feet. Cl) O ° 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in _ accordance with R302.11 thru R302.11.2 and Draftstopping shall be ° co I I = ° installed per R302.12 thru R302.12.1 Cast in place concrete foundation wall Fireblocking materials R302.11.1 shall be as follows: 1. Two-inch nominal lumber wood stud framing16"oc @ ° 2. 1/2"gypsum board � � � °> top and bottom plates 3. Batts or blankets of mineral or Fiberglas shall be permitted for compliance with the 10 foot horizontal fireblocking in walls constructed using parallel 3-1/2"batt insulation R-11 rows of studs or staggered studs. ° 4. cellulose insulation installed and tested in accordance with ASTM E 119 or 112"wall board,paint finish .° UL 263,for the specific applications °v D J v ° 4 ° v ° 4 a c_ v a v eC v `v a • P .0 v ° Pa .v . o .. v C va ,v p'y p4 .v � .4 o� TOP OF SLAB 4 e a Q �4 L1J .4 v � . v°a v .o . dog � C:)4 a,o •e G o ° a CD Q 1� d °0 0 ^ W J >, a EXTERIOR WALL SECTION Lu a SCALE: 1/2" = 1'-0" ° a � � 0 o D ° o r� v o D cd 1 a � z KEY 50'-0" h'�1 "L� tYi CONCRETE FDN WALL I o U � � o � 2x4 STUD INNER WALL WITH C) ct 1/2' GYP BD AND R-13 INSULATION . P S Smoke DetectorIS Cz INTERIOR FRAME WALLS Carbon Monoxide Detector 2X4 or 2x6 STUDS AT 16" OCcJC,ae�..E 1��11 _ 11 Olt co Refer to DWG-1 General Notes i er .cL� 1/2" GYP BD EACH SIDE. AREA SCHEDULE In accordance with Section 915 of the NAME AREA 2020 IFC, R314, R315 of the Residential I 1, ; i � 01°01 MECH RM SHALL HAVE 5/8" code of NYS ti OF FIRE RATED GYP BOARD ON EACH SIDE FINIHSED BASEMENT AREA 1233.0 sq ft. �°'"N� WITH R-11 BATT INSULATION GENERAL CONSTRUCTION MOTES Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE In combustible construction where there is usable space both above and MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. below the concealed space of a floor-ceiling assembly, draftstops shall be as adopted by New York State May 12, 2020, installed so that the area of the concealed space does not exceed PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD Additional Code Compliance: LOAD LOAD p 1,000 square feet. Draftstopping shall the concealed space into approximately MINIMUM DESCRIPTION NUMBER AND TYP SPACING AND 2020 Energy Conservation Construction Code of New York State, the equal areas.. Draftstopping shall be provided in the following locations: inches Uninhabitable attics without storage 10 OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 1. Ceiling is suspended under floor framing. Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 ITEM ROOF FRAMING Fuel gas code; Existing building code; Property maintenance code. 2. Floor framing is constructed of truss-type open-web or perforated members. ALL CODES shall supersede the drawings and shall be incorporated into the and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR drawings WHETHER they are indicated on the Plans or NOT. 15. No backfill shall be placed against the foundation walls Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL until the first floor framing is in place or brace the foundation Clothes washer standpipe 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST,TOE NAIL Additions,Alterations & Renovations: shall conform with Appendix J Dishwasher On separate trap) 1-1/2 Fire escapes 40 20 CEILING JOISTS NOTATTACHED TO PARALLEL 3-8 COMMON 16. Double joists under parallel partitions and under whirlpool tubs. Floor drain 2 Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. CEILING JOISTS ATTACHED TO PARALLEL Kitchen sink (one or two traps, with Or Guard in-fill components 50 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP 3. The contractor prior to the start of construction shall verify all 17. Metal flashing shall be installed were concrete abuts wood, without dishwasher and food waste disposer) 1-1/2 COLLAR TIES 4-10d BOX (3") OR dimensions, existing or new and be responsible for field fit. and were decks abut house framing. Laundry tub (one or more Compartments) - passenger vehicle garages 50 5 OR 1-1/4"X 20a RIDGE STRAP 3-10d COMMON T- FACE NAIL TO EACH RAFTER 4. The mechanicals stems electricals stems,plumbing systems and solar energy systems, Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-1od COMMON OR 2 TOE NAILS ON ONE SIDE AND Y Y P 9 Y gY Y 18. Install joist hangers at all flush structural load bearing conditions. shall be installed in accordance under latest State approved Building Codes. Shower (based On the total flow rate through Sleeping rooms 30 10 -1 Od BOX 1 TOE NAILS ON OPPOSITE SIDE OF EACH RAFTER OR TRUSS All systems are to be designed, installed, &specified by the general contractors; HVAC, 19. All habitable rooms shall be provided with aggregate glazing area showerheads and bodysprays) Stairs 40 20 electrical or plumbing sub-contractors. Flow rate: 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d OR p g of not less 8 percent of the floor area of that room, and the minimum Roof 3-10d COMMON TOE NAIL Electrical certificates are to be provided the electrical contractor. openable area to the outdoors shall be 4 percent of the floor area being 5.7 gpm and less 1-1/2 20 20 3-16d BOX OR ventilated. Refer to Residential Code section R303 More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON END NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall 20. All window and door headers to be 2-2x10 unless noted otherwise. More than 12.3 gpm up to 25.8 gpm 3 be the responsibility of the general contractor to verify the depth of all existing footings More than 25.8 m u to 55.6 m 4 ALLOWABLE MEMBERS OF ALLOWABLE WALL FRAMING 9p P gpm STRUCTURAL MEMBERS DEFLECTION $ STUD TO STUD(NOT AT BRACED WALL PANELS) 165 COMMON disturbed by construction. 21. Vent dryers to exterior as per Section M1502 Rafters having slopes greater than 3/12 with 3.5"x 0.162" 24"O.C.FACE NAIL Vent range hoods as per Section M1503 no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX 16"O.C. FACE NAIL Where the building official determines that in-place soils with an allowable bearing capacity Bathrooms/mechanical ventilation as per Section M1507 INTERSECTING L CORNERS AT BRACED WALL PANELS 3-112"x 0.162" of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall Interior walls and partitions H/180 10 BUILT-UP HEADER 16d COMMON be determined b a soils investigation. (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES Y g 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per TABLE 8302.6 L1360 5-Sd BOX(2-1/2"X0.113") 6. Cast-in-place concrete shall be air entrained; 5% <7%total air content by volume and have the Section 314 and NFPA 72 . Shall be provided in each sleeping Room, DWELLING - GARAGE SEPARATION 11 CONTINUOUS HEADER TO STUD TOE NAIL U All other structural memebers OR 4-8d COMMON LI240 12 TOP PLATE TO TOP PLATE outside of each separate sleeping area in the immediate vicinity of the bedroom , an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, SEPARATION MATERIAL 16d BOX(3-1/2"x 0.162) is' O.C.FACE NAIL p 9 Y P P and on each story of the dwelling, including basement and cellars and not less than Exterior walls with stucco finish HI360 W z FROM THE RESIDENCE AND ATTICS DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be NOT LESS THAN 1/2"-INCH GYPSUM OR 8 MM -16d COON OR FACE NAIL ON EACH SIDE OF END All Concrete shall conform to the latest ACI standards. interconnected and hardwired to a commercial source. Exterior walls-wind loads/brittle finishes SIESMIC BR13 ACED WALL LINE SPACING<25' 12 0 -16d BOX JOIST)MIN 24"LAP SPLICE LENGTH) r- J EQUIVALENT TO THE GARAGE SIDE LI240 WHENEVER an alteration, addition, or conversion is made to an Existing NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END v, V Reinforcement: Steel reinforcement shall comply with the requirements Residence, the smoke detection system of the ENTIRE residence must be FROM HABITABLE ROOMS ABOVE THE GARAGE BOARD SIESMIC BRACED WALL LINE SPACING>25' 12 16d(3 112"x 0.135") JOIST)MIN 24"LAP SPLICE LENGTH) W - of ASTM A 615,A 706 or A 996. L=span length,H=span height nr�// [-- .1.r Minimum yield strength of reinforcing steel shall be: 40,0000 psi ( grade 40), brought up to code, hardwired and interconnected. STRUCTURENOT LESS THAN 112"-INCH GYPSUM BOARD S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST l6d COMMON (3-1/2")OR 16"O.C. FACE NAIL L.l_ USED FOR SEPARATION REQUIRED BY IRC-8302.6 14• OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL W W required reinforcement shall be in accordance with Table R404.1.2(1)thru 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 TABLE R802.5.2 0 W Z) R404.1.2(9). of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL (D in the immediate vicinityof the bedrooms. combination carbon monoxide DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL W "' W Location of Reinforcement: The center of vertical reinforcement in basement walls shall be EXTERIOR WALLS THAT ARE WITHIN THIS AREA '/� and smoke alarms shall be permitted in lieu of carbon monoxide alarms. RAFTER RAFTER GROUND SNOW:20 PSF 3-16d BOX vJ �f O located at the centerline of the wall determined from tables 8404.1.2(1)through 8404.1.2(9). SLOPE SPACING TOP OR BOTTOM PLATE TO STUD END NAIL 16 2-16d COMMON O Vertical reinforcement in basement walls shall be located All CO alarms shall be connected to the lighting circuit with no intervening wall OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN to provide a maximum cover of 1-1/4 inches from the inside face. g g g SHALL COMPLY WITH TABLE 8702.3.5 ALL INTERIOR WALLS SHALL HAVE GYIPSUM BOARD SHEATHING. 3-10d BOX LLI .Q P switch with battery backup. Battery-powered alarms are not allowed. 12 FT 20 FT 28 FT 36 FT 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL O LJO RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS Concrete basement foundations shall have horizontal reinforcement as follows: 24, WALL BRACING: Buildings shall be braced in accordance with SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 NUMBER OF 16D COMMON NAILS 1$ 1" BRACE TO EACH STUD AND PLATE 3-8d BOX FACE NAIL 0 2-8d COMMON Based on R404.1.2(1)- (includes basement entrances and window wells) section R602.10.4.2 Continuous sheathing method. M 0 L1_ • Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of End conditions for braced wall lines for the continuous sheathing shall conform 3: 12 16"O.C. 5 a io 13 wall and One#4 bar near mid-height of wall. to Figure R602.10.7. Braced wall panel connections Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) TABLE R301.2.1.2 Windborne Debris protection 4: 12 16"O.C. 4 6 8 10 wall and One#4 bar near the third points in the wall story. Fastening Schedule for wood structural panels E o 5: 12 16"O.C. 3 5 6 8 E'- 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be ° o,- 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All provided to transmit the applicable uplift forces in section 880211.1 from the Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 s FLOOR FRAMING °' m d, ID E ° a C Framing lumber shall be DOUG-Fir Larch #2 or better, E = 1,600,000 roof assembly to the foundation. Type Less than or less than or less than or ` E s 2 y °o Y 9: 12 16"O.C. 3 4 4 5 = 21 �o 2 c IS � Y a Min. Fb for dimensional Ilumber=850 psi. equal to 4 feet equal to 6 feet equal to 8 feet w - o 8 = c 4-8d BOX Sma Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL c- ° y L a° 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 12: 12 16"O.C. 3 3 4 4 3-8d COMMON ° C r N i ° Including but no limited to: Deck Framing, Posts, Headers, Girders & Ledgers. asphalt shingles shall be tested in accordance with ASTM D 7158 and classified No 8 Wood screw (u _ °'� ° o N = o P g based anchor with 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON � Lt °L a a m Y as per Table R905.2.4.1 of the NYS Residential Code. 22 6"O.C.TOE MAIL 2 2 o >L = a'� ° P on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE PLATE(ROOF APPLICATIONS ALSO) 10d BOX °.N = o - 0- o c 3 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 2 inch embedment Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or BOTTOM of THE ATTIC SPACE. FOR CEILING JOISTS ° `� 3 °L ar nw �w.� c cs''3 ° a.) All Fasteners shall Ibe Hot Dipped Galvanized -ASTM A 153 class D lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 2-iod BOX o o 8 ° ° or stainless steel. copper roofing nails, minimum 12 gage shank with a minimum- BLOCKING TO JOIST 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing CONNECTION SHALL BE INCREASED AS FOLLOWS: 23 2-8d COMMON EACH END y y � MC: o. b.) Use Copper flashing Only against ACQ Lumber Sill Plates and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer No 10 Wood screw Las = _ '� o o r o P 4-16d BOX ° - t--L c.) All Structural connectors i.e. Simpson sarong-Tie or USP, etc based anchor with 12 inches 9 inches HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING To SILL oR TOP PLATE __J TOE NAIL o = ° o E� but not less than 4 per strip. 16 inches H C / H r 3-16d COMMON � _ °' �'Y'" °' shall be Hot-Dipped Galvanized or Stainless Steel. 2 inch embedment on center on center on center :��, `CU t E , ca lenght 1 / 3 1.5 25 2" PLANKS PLANK&BEAM FLOOR&R:)OF 3 16d COMMON AT EACH BEARING,FACE NAIL a� c o E m am m u °L N 27. Flame Spread Index: 8302.9 ( ) 4-10d BOX _ ° _ L = N ° G»= c. 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be wall and ceiling finishes shall have a flame spread index:5 200 1 / 4 1.33 ° N E ° installed in accordance with the manufacturers latest installation details, Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST Framing connectors,Allowable Hole diagrams, specifications, etc. & attics shall have a flame spread index s 25 1 / 6 1.20 `_ 3-16d COMMON "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. Z "Parallam PSL" Design Stress: E= 2.0, Fb = 2,900 psi, Fv= 290 psi Smoke-developed Index: R302.10 10d Box ST O.C.FACE NAIL TO TOP&BOTTOM 2�] BUILT-UP GIRDERS AND BEAMS STAGGERED ON OPPOSITE SIDES W "Anthony Power Beams Design Stress; E= 2.1, Fb = 3000 psi, Fv = 300 psi wall and ceiling finishes having a smoke-developed index <450 b. Fasteners shall be installed at opposing ends of the wood structural panel. Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies Fasteners shall be located a minimum of 1 inch from the edge of the panel. 4-16d Box U) I- 10. 8310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, TABLE 802.11 28 LEDGER STRIP SUPPORTING JOISTS Of: ;AFTERS EACH JOIST OR RAFTER,FACE NAIL V C 3-16d COMMON Lt-I W G q &attics shall have asmoke-developed index:5 450 tested with ASTM E 84 or UL 723 RAFTER UPLIFT CONNECTION FROM WIND _I each sleeping rooms in basement, habitable attics, and every sleeping room c.Anchors shall penetrate through the exterior wall covering with an embedment length of Z Z J O shall have at least ONE: operable emergency escape opening as follows: not less than 2 inches into the building frame. Fasteners shall be located not less than 29 BRIDGING OR BLOCKING To JOIST 2-10d BOX EACH END, TOENAIL P 9 Y P P 9 28. SWIMMING POOLS. Shall conform to Section R326 g 0 J Z C( Sill height of not more than 44 inches above finished floor. 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C g g SPACING SPAN VOD STRUCTURAL PANELS SUBFLOOR W Q o ~ (D A. Minimum net clear opening of 5.7 square feet, 29. SOLAR READY DWELLINGS: Shall conform to Section R324, (FEET) ULTIMATE WIND SPEED ,,,>., INTI- _ [� (� W E ROOF,, .,,,,,PRIOR WALL SHEATHING TO FRAMING AND Except grade floor openings shall have a minimum net clear includin but not limited to: Solar read roof zone area of not less than d. Where screws are attached to masonry or masonry/stucco, they shall be attached W i0 ,;, N g y 130 140 "PAR',ICLE BOARD WALL SHEATHING TO FRAMING V opening (-- of 5 square feet. 300 sq. ft.Access and pathways, roof access points, ground access areas. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of ROOF PITCH ROOF PITCH U) Z LL B. Minimum net clear opening height shall be 24 inches. anels shall not be located less than 18"from a valley 1,500 pounds. < OF Z 5:12 <5:12 z 5 IT SPACING OF FASTENERS W LL �- P Y DESCRIPTION OF NUMBER AND TYP rrrr11 -� C. Minimum net clear opening width shall be 20 . BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING v D. emergency escape and rescue openings shall be operational „ 214 201 263 247 OF FASTENER PANEL EDGES 9 Y PP A permanent certificate indicating the"solar-ready zone"and other requirements of 16 O.C. 12 SUPPORTS GABLE END WALL FRAMING from the inside of the room without use of keys or tools. Exterior glazing in buildings located in Wood-Borne debris regions shall Y this section shall be posted near the electrical panel or water heater by the builder. be protected from wind borne debris. sd COMMON(sueFLooR,WALL) WHERE Basement contain more than one or more sleeping rooms, P 16"O.C. 18 277 259 342 322 3/8" - 1/2" an emergency escape opening shall be provided for EACH sleeping room. Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 8d COMMON(ROOF) 6" SEE NOTE A 6" g Y P P 9 P P g The main electrical panel shalt have reserved space for a dual pole circuit breaker ts"O.C. 24 340 318 422 ass 9 Y P opening P Y for future solar electric installation and labeled "for future solar electric". and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 31 8d COMMON 611 SEE NOTE A 6 emer anc escape and rescue o enin shall open direct) to the outside 19/32"- 1" " Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 446 EXCEPTION: Grade floor or BELOW grade floor openings shall have 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 ANSI/DASMA 115. Areas within hurricane prone regions: a net clear opening of not less than 5 square feet. (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 71 1 wind speed is 130 miles per hour or greater. 0 31. NEW Construction/Additions&Alterations: 16"O.C. 36 469 438 538 547 LU 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each (2). In areas where the ultimate wind design speed is 140 MPH or greater. 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" It shall be the responsibility of the General contractor or his subcontractors to submit is"O.C. 42 535 499 664 622 33 0 continuous run of tread; or flight with FOUR OR MORE RISERS. in detail the design, calculations, drawings, written statements of the mechanical, A. EXCEPTION: o Z Handrail Height measured above stair tread nosing, shall not be less than air conditioning, ventilation. heating systems ( new, existing or upgraded) 16"O.C. 48 599 559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELS NCn 34 inches and not more than 38inches. All Handrails shall be continuous Wood Structural panels with a minimum of thickness of 7/16 inch o stamped by a professional engineer if required by the Owner or Building Dept. and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE R602.3 (3) N Q the full length of the stair from a point directly above the top riser of a flight 6 W I to a point directly above; the lowest riser of 1he flight. Handrails adjacent to protection. Panels shall be precut& predrilled to cover the glazed openings Qi U) LLl mo- DIAMETER -►( WOOD with attachment hardware provided in the table below. >- J a wall shall have a space of not be less than 1-1/2 inches between the wall WALL NAIL SPACING � � Q ( ) and the handrail. see code for exce tions. Label all panels and store in a clean dry area of the house. TABLE 507.9.1.3(l) MINIMUM NAIL MIN WOOD STUD W U P Attachments shall be provided in accordance with the table NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL U) 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" CONSTRUCTION TYPEas follows: DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD "II", "Ill", "IV", OR"v" IANEL SPAN RATING above the floor or grade: below shall have a railing not less than 36 inches JOIST SPAN 8d COMMON NAIL in height. Railings shall have To rails and Balusters and Bottom rails that are CONNECTION 1.75 INCH7 24/16 1/2" 16" O.C. 6" 12" g g p (2.5"X 0131") NO MORE THAN 4 INCHES APART. EXCEPT. the triangular openings formed I`, REFLECTIVE RED DETAIL <6' 61"T08' 81"TO 10' 10'1"TO 12' b the riser, tread and bottom rail of the guard rail at the open side of a stairway G PANTONE#187 Y 9 P Y yy� 1/2"DIA. LAG SCREW „ INTERIOR GYPSUM WALL BOARD TABLE 8702.3.5 are permitted to be of such a size that a 6 inch sphere cannot pass through. 9 _ & 1/2" MAX.SHEATHING 30 23 is" 15" Open sides of stairs with a total rise of more than 30 inches above the floor or GYPSUM BOARD FRAMING SPACING OF FASTENERS grade below shall have guards not less than 34 inches in height measured 1/2'DIA.THRU BOLT GYPSUM BOARD vertically from the nosing of the treads. WREFLECTIVEHITE FIELD �` & 1/2"MAX.SHEATHING 36" 36" 34" 2s" THICKNESS APPLICATION ORIENTATIONFRAMING TO SPACING NAILS SCREWS MEMBERS SIZE OF NAILS F..( TO WOOD FRAMING 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window �, 1/2" � opening is located LESS than 24 inches above the finished floor and GREATER I \ TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 WALL EITHER DIRECTION 16"O.C. $" 16" - NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 1/2" DIA. LAG SCREW N than 72 inches above the finished grade or other surface below on the exterior "-i .0- vi & 1/2"MAX. SHEATHING 13" 11" 10" CEILING EITHER DIRECTION 16"O.C. 7" 12" DESIGNATION FOR STRUCTURAL 6d COOLER NAILS of the building,the window must be provided with a window opening control device „ Applicant shall provide engineered wood placard „ 5/8 WALL EITHER DIRECTION 16"O.C. 7" 12" r COMPONENTS THAT ARE OF 1/2 on or adjacent to electrical meter box for field inspection. 1/2 structural plywood that compiles with R312.2.2 Window Opening Control Devices. TRUSS TYPE CONSTRUCTION 1/2"DIA.THRU BOLT TYPE"X" AT 16"O.C. 6 1 Ila ~ STROKE Panel, Attached to & 1/2"MAX.SHEATHING 24' 21 19 LONG 6d COATED NAILS OR p "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, „ GARAGE CEILING „ „ EQWIVALANT DRYWALL SCREWS. � Z 14. FIREBLOCKING AND DRAFTSTOPPING: Firebloeking shall be installed in GIRDERS AND BEAMS Pre-Engineered Wood Construction And/or Timber Construction Frame Iin accordance 5/8 BENEATH PERPENDICULAR 6 SCREWS SHALL COMPLY WITH r U Z accordance with R302.11 thru R302.11.2 and Draftstopping shall be for new dwelling and/or any addition,alteration with Table R301.2.1.2 HABITABLE ROOMS IRC SECTION 8702.3.5.1 [""r ct installed per R302.12 thru R302.12.1 "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 LEDGERS SHALL BE FLASHED ,,..,,,,// 10-1 5 t shall be affixed on or adjacent to any electric box attached to the exterior of the residential code LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) I� M A.ULTIMATE WIND DESIGN SPEED IS 130 MPH DR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE r, Cn rp Fireblocking materials 8302.11.1 shall be as follows: FR" FLOORAND ROOF FRAMING of the structure for field inspection of New York State END WALL FRAMING SHALL BE SPACED 6"O.C.. W � - ao p 1. Two - inch nominal lumber UNDER SECTION 602 OF THE BCNYS A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS x N .� 2. 1/2" gypsum board SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO ® t� a 3. Batts or blankets of mineral or frberglas shall be permitted for compliance TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUESWINDCJW UNIT GABLE END WALL FRAMING O r,-, «3 with the 10 foot horizontal fireblocking in walls constructed using parallel of FOUNDATION MATERIALS DESIGN CRITERIA rows of studs or staggered studs. 4. cellulose insulations installed and tested in accordance with ASTM E 119 or CLASS of MATERIAL LOAD-BEARING PRESSURE O Crystalline bedrock 12,000 psf Windspeed: 140 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) .. � AR UL 263, for the Specific applications Sedimentary and foliated rock 4,000 psf p Sandy gravel and/or gravel(GW and GP) 3,000 psf No of stories: 2 Sand,silty sand,clayey sand,silty gravel and clayey gravel o WIND DESIGN SUBJECT TO DAMAGE FROM �f ♦ �� (SW,SP,SM,SC,GM and GC) 2,000 psf Mean Roof Ht: 30 ft GROUND WIND Clay,sandy clay,silty clay,clayey silt,silt and sandy silt Roof itch: per Ian SNOW SPEED TOPOGRAPHIC SPECIAL BORNE WIND SIESMIC FROST WINTER ICE SHIELD AIR MEAN p p p PLYWOOD STORM PANIEL (CL,ML,MH and CH) 1,500 psf LOAD (MPH) EFFECTS WIND DEBRIS EXPOSURE DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL Bldg Length per plan SHUTTER DETAIL REGION ZONE CATEGORY CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP a.When soil tests are required by Section R401.4, Bldg Width Per plan `' the allowable bearing capacities of the soil shall be part of the recommendations. Refer t0 General Notes for Panel 20 LBS 140 NO NO NO MODERATE bid aspect ratio: 3:1 B B SEVERE £�� g p 3'-0" TO HEAVY 11 YES NO 1500 or less 52.2 *'yy, ��p �Q� b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf Nailin Sched: Table 8602.3 1 fastener requirements. FQF Ey,'� r- .I are likely to be present at the site, the allowable bearing capacity shall be g ( ) M. In accordance with Section R301.2.1.2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.[NY]The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet, r''?+ determined by a soils investigation. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED I Side Elevation TABLE C m b . I _r dlS2 i P; fasten king stud to header with CONT.IN000S RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING Min.3"x 11-1/4"net header Header ° ° ° ° , / 6-16d sinker nails ', — r,'-=• - '— — =°,' METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING ° ° a a ° shall occur at top of wall ° OR END JOIST MEMBER DIRECTLYABOVE @ 16"OC ALONG ° ° fasten top plate to header with OF BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL two rows of 16d sinker nails ,I I•I I•I I, PER TABLE R602.3(3)-FASTENERS 6" Header shall be Top plate continuity is @ 3"o,c. I•ION EDGE, 12"FIELD. INTERIOR SHEATHING fastened to the required per R602.3.2 •I I•I I' PER TABLE R602.3(1).FASTENERS VARIES king stud with Braced wall line ° \` I. 2-16d NAILS EACH SIDE continuously sheated •I I I I I I A 6-16 d sinker nails Minimum 40001b header-to-jack-stud .I I.1 1•I METHOD CS-WSP: �' Fasten sheathing to header with Id common nails in 3 in. rid with 1l2"wood o 1 rn x 9 9 strap on both side of opening m structural panels ° •I I'I AS PER TABLE R602.3(3) z ° pattern as shown and 3 in.o.c. in all framing(studs and sills) opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS — rn o ° 8d @ 6"O.C.ALONG = Minimum 40001b header-to-jack-stud strap WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER a� ) BRACED WALL PANEL 8d @ 6"O.C.ALONG b on both side of opening opposite side of ° .I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL sheathing p g pp Panel splice edges shall occur over .1 AT 6"O.C.ON EDGE AND 12" O.C. o t and be nailed to common blocking IN FIELD BRACED WALL PANEL °i ° Min. Double 2x4 framin covered with minimum within the middle 24"of the portal- BRACED WALL PANEL k a) ° 9 BRACED WALL PANEL BRACED WALL PANEL m 1/2"thick wood strucral panel sheathingleg height. One row of 3"o.c.nailing F- I I I' BRACED WALL PANEL INTERIOR FINISH: BRACED WALL PANEL ° °i° „ is required in each panel edge. co with 8d common nails @ 3 o.c.in all framing o o q P 9 r I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG ZN M ° (studs,blocking,and sills)typical if needed 1 1 3-16d @ 16"OC ALONG 0 11 WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH ° I� BRACED WALL PANEL 3-16d 16"OC ALONG @ W I•I I.1 WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 2'to 18'(finished width) _ •I I,I 1 I I' TABLE R602.3(1)FOR EXTERIOR WALL FBLOCKING MEMEBER Min Double 2x4 or ! Min.length 16" 2x6 King&Jack stud o 1/2"min.thickness wood structural - - _ _ _ _ _ •Fi. _ _ _ J: SHEATHING ! per Table R602.10.5 panel sheathing CONTINUOUS RIM OR Min double 2 x post CONTINUOUS RIM OR 'I . •I'I •h END JOIST !° No,of jack studs per Q I'I I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST i° Min.(2)2x4 typ. Table R602.7(1&2) •I I•I OVER AND BE FASTENED TO COMMON STUDS. {° HORIZONTAL PANEL JOINTS IN BRACED Min. (2)1/2"Diameter anchors 2-16d NAILS EACH SIDE °I 1.1 I I 1' WALLS PANELS SHALL OCCUR OVER l '� d installed per section R403.1,6 with 2"x 2"x 3/16" late washer I•I I: AND BE FASTENED TO 1-112"THICK p I I I ,I INTERIOR-"I`` COMMON BLOCKING TU I I'I 1'I I. FULL HEIGHT BLOCKING ADDITIONAL FRAMING ,I SPACING I I I I 1' CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW I•I I• 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL FULL HEIGHT BLOCKING .I ISI BRACED WALL PANEL BRACED WALL OPANEL Z W W 'I I•I I•l I• 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 Q Q •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to v J z BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole tat Attach Sheathing nail sole late I' i P g p �••— _ �•,_ _ _ _,• BRACED WALL PANEL CONNECTION WHEN 8D common nials !p to joist per Band or Rim joistwi to joist per W • • ' PARALLEL TO FLOOR/CEILING at o.c. °° PERPENDICULAR TO FLOOR/CEILING Sub-Floor Halling sched. 8D common nials nailing sched. Bottom - _ at Bottom m Top and Rim Joist Q W FRAMING FRAMING °" °° Bottom ° °° '° ° PHoldowns per Rim Joist W Ur ° ° ° ° ° ° nchor Bolts and L FASTENING REQUIREMENTSF perplansBRACED WALL PANEL AS PERO O a) 1 TABLE 13602.3.(3) 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION-FIGURE R602.10.6.4 0- W = = O 1— ry !Z :D � 3-Corner studs � Simpson 1-1/4" gals. x 20 gage 0- m U �- H2AStud To Rafter ,; coil strap with (5) 8d common connected to 3-2X Connector Were the distance is SIMPSON H2A transfer shear ° N between 9-1/4" to 15-1/4" nails in each end at each rafter. o Framing members at each Rafter. With 'n _ load 6 g Typical Metal provide blocking @ ,1 E o WINDOW HDR (5) 8d x 1-1/2 nails in Rafter -4 Ft Perimeter o o m.- strapping _ braced wall panels „ n PROVIDE@STRUCTIURAL RIDGES N` C) E �` at Openings N (2) 8d x 1-1/2" nails in plate 4 o.c. Zone Panel Field 0 L 2 s a°L 2-16d Nails TYP. HDU2 HOEDOWN " Each Rafter on Each side Z �, 2-N n-a15 o Horizontally attached (5) 8d x 1-1/2 nails in Stud Nail spacing Nailing-See Nailing B e o _ , @ 6" o.c. w/ 6-SDS 1/4" x 2-1/2" Screws plywood sheathingA Schedule Dwg-1 of Ridge to have a °2 .� o o 9 2 - 2 shall have Solid Blocking °'« 0 ID m 2 'D Q•�L `o ,+ @ all Plywood Joints Simpson LSU skewab le hanger o 0 0 U o N � o 0 Simpson 5/8 threaded rod SIMPSON H2A a Y a� m 2: p c � to � » - ate : o N It N — CrO C 3 coupler-nut and SSTB anchor Solid blocking between at each Rafter. With 1-1/4 x 20 Gage Metal Coll 2 N._ 3 .3 bolt thru-box and inbed rafters attached to tap (5)Sd x 1-112" nails in Rafter Strap with (5)-8d common nails a _ 01 1 w plate with 8d nails @ 6 o.c. (2)8d x 1-1/2 nails in plate into concrete foundation. alonglength of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs - _ g ( ) and window or door Header. Look Out Blocks °°° o o c o and framing ComerHoldowns panel. Less than °° .2 N c r E 2 _ c, o. Refer to plans Preservative-treated for locations Typical each side and ALL Gable End Wall N or Equal � z'E if required r q In m P windows and doors. barrier required for BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS to 12" ,� y ,� a.=o 21 connectors in contact RIM JOIST L o �� = s � � _ 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & with treated wood Sill strapping See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS . NTS NTS RAFTER TO RIDGE STRAP R8023 this page. /� TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS u SIMPSON HDU CORNER WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. CO HOLDOWN� BOX FRAMING NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD Z _Z 4 NTS 5 N.T.S. 6 7 2-1/2" LONG Q OF THE ATTIC SPACE AND ATTACHED ^ v TO THE RAFTERS WITH 4-8D NAILS O u- — EACH END Q Q 1- 1-1/4"x 20 gage G-185 _J W Hot Dipped Galvanized Strap 1-1/4" x 20 gage G-185 0 0 with (5)-8d common nails at each stud Hot Dipped Galvanized Strap = C!) TOP(PLATES Strap may be attached OVER with (5)-8d common nails the plywood OR directly to at each stud OUTER THIRD CUT TOP PLATES Studs. Strap may be attached OVER OF SPAN ONLY LENGTH the plywood OR directly to ! 12'° Min BORED HOLE MAX. STUD DIAMETER 60% r Studs.. (PERCENT)OF STUD STUD • 1/4 JOIST Q �' DEPTH 0 BORED HOLE MAX. DIAMETER 40% • " ' _ _ �' ++ DEPTH,MAx. CLEAR 518"MIN 5/8"MIN. (PERCENT)OF _ - • a 3-16d @ 16 oc Along "MIN, 1/6 JOIST TO EDGE TO EDGE STUD DEPTH l _ :'; '. =III=III • C DEPTH,MAX. S W 5/8"MIN. 5/8"MIN. I=111-111 a • Braced Wall Panel il3 JOIST NOTCH MUST NOT TO EDGE TO EDGE =Ill EXCEED 4f1 /° o all • - FIGURE R602.10,8(1) DEPTH,MAX. o p STUD CDEPTOF 0 ° ,• � Use 1-1/4" Metal NOTCH MUST NOT Coil Strap 20 Gage CN EXCEED PTH Solid sawn joist and rafter 12" Min 5 8d common nails (PERCENT)OF 0 FOUNDATION-SILL-STUD BORED HOLE'S SHALL STUD DEPTH NOT BE LOCATED IN STRAPPING ( ) rn � W THE SAME CROSS notchin- an in EACH END at SECTION OF HE CUT IF HOLE IS BETWEEN Applies to Garage Wall and CC _ q d boring n` limits• EACH Stud. J W OR NOTCH IN STUD 40%(PERCENT)AND G • i' '; BORED HOLES SHALL 8d @ 6" oc Along IA NOT BE LOCATED IN 60%((PERCENT)OF Slab on Grade Construction _ _ , , •. NTS STUD DEPTH THEN - ' • ' Braced Wall Panel THE SAME CROSS STUD MUST BE DOUBLE 111111 III SECTION OF THE CUT NO MORE THAN TWO - OR NOTCH IN STUD SUCCESSIVE STUDS NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR =111111' e' FIGURE R602.10.8(1) ARE DOUBLED RAFTER FACE TYPICAL AND SO BORED FIGURE R602.6(2) STRAPPING IN CONTACT WITH CONCRETE OR MASONRY WALL TO WALL STRAP NOTCHING AND FIGURE R602.6(1) SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 NTS BORED HOLE LIMITATIONS FOR INTERIOR NOTCHING AND OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. FOUNDATION-SILL-STUD 10 NON-BEARING WALLS 1 1 BORED HOLE LIMITATIONS FOR EXTERIOR 12 13 STRAPPING 1 5 r�, WALLS AND BEARING WALLS F"d 3-Corner studs connected toW EXTERIOR OR transfer Shear I� BEARING WALL load Q NOTCH GREATER — 2-16d Nails 6• Q Z O THAN 50% (PERCENT)OF @ 6" ct O.C. `e PLATE WIDTH —16 GAGE(0.058 IN.)AND 1,5 IN.WIDE TYP. HDU2 M METAL TIE FASTENED ACROSS AND TO THE PLATE AT EACH OF THE NOTCH WITH 81HOEDOWN 0D NAILS EACH SIDE ® � Preservative-treated �i oozM ct 5/8" Simpson barrier required for TOP PLATES SSTB connectors in contact ---�«► O • IPE Anchor Bolt with treated wood per manuf. Specs n � Atm n s FIGURE R602.6.1 TYPICAL SIMPSON HDU CORNER t } TOP PLATE FRAMING TO ���` •,<'T, •...,�� * �� ACCOMMADATE PIPING HOLDOWN ON CONCRETE -: NTS 16 17 18 19 20 i r Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceiling joists of second floor Sheet Metal Firestop Full Thick Insulation up and out of the MANUFACTURED LIGHT ENCLOSURE ceilingline Exterior way for access thin profile structural glued together see plan w/ ATTIC INSULATION CONTINUOUS BEADFill entire Cavity to sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING Seal joint with Sheathing Zeala Insulation dams behind tub Tub T teal attic hatch - R-Val D A i suppo9 Non-combustable sealant OF SEALANTsubfloor blocking Base plate prevent loose-fill YP equal to the Ceiling Double Frame Attic SUBFLOOR GLUED,CAULKED Sealed tom- Air Seal / insulation from exterior insulationre uirem n access opening Sealant or OR GASKETED TO RIM falling through Continuous S€� wall 1/4 structural sheathing JOIST/RIM CLOSURE floor Gasket g 9h of Sealant or _ adhesive as enclosure liner sealed SEALANT Sealant J solid blocking access adhesive777� at perimeter and seams. / SILL PLATE INSTALLED 1" min Ri Id / ��tor rigid insulation Weatherstripping Pre-Fab Fireplace OVER GASKER SILL g sealed around pp g Panel Seal stairs Adhesi Sealant Casing------ \ „ EXPANDING FOAM SEALANT Insulation. Air 1. 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers7t-SEALANT four edges '-Pull-down frame gap 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase attic hatch or foam AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (a CANTILEVERED FLOORS PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING E=XTERIOR WALL OF BATHTUB AIR SEAL DETAIL (@ PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL ATTIC HATCH DETAIL TO BAND JOISTS ' . This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products ` _ It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation R-,SO attic Stair covor ENERGY NOTES Eave baffle installed µ -- 9a. R403.3.2: Duct Sealing Mandato Ducts, air handlers and filter boxes shall W 1. All design & construction in compliance and built accordingly to the g ( rY) adjacent to soffit and eave 2020 Ener Conservation Construction Code of New York State. be sealed by an approved third party (HERS Rater) using the . Energy „ „ „ „ „ „ vents. Baffle shall extend over - Table 8402.4.1.1 Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an Manual J Manual, S & D submitted at CO. z W energy efficiency program to exceed the energy efficiency required by this code. the top Of the attic insulation W z 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. TABLE R402.4.1.1 All HVAC Plumbing & Electrical s stems shall meet the chapter 11 Ener air leakage by an approved third party(HERS Rater) using the g Y Energy (R402.2.3) Q AIR BARRIER AND INSULATION INSTALLATION manual "J" Manual ,"S"& "D"submitted at CO. .l z efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 X CJ W/ INSULATION (..1 COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS W �- General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER ry W W requirements in the building envelope. 10. R403.4 (Mandatory)Mechanical system piping insulation carrying Const. Dwgs ; C) W Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. SEALANT W continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. I O 11. (R403.3.5) Building Cavities (Mandatory) s- Breaks or joints in die air barrier shall be 4. 8402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall O (1) seated. See Const. Dwgs s V - sections N1102.2 through N1102.2.13 g W Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The 12. N 1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) ,Q installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. e „ O accordance with the criteria listed in table 402.4.1.2 or required b code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. - . recommendation and said density shall be maintained for all volume of q Y - 0 or an approved third art using manual "J", "S" &"D". Automatic controls, temperature sensors and pumps shall be accessible. ' each cavity. Batt type insulation will show no voids or gaps and PP party 9 , n m V maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. 6. R402.4.Air Leakage: Mandato Air leakage in accordance with sections N1102.4 installed in the recommended cavity depth. Where an obstruction in g (Mandatory) g t d M i il l iventilation (Mandatory)h M 6 8403 6 N11Q3. ( . ) Mechanical the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. RAFTER SEALING AT ATTIC EAVE The building shall be provided with ventilation that compiles with the requirements of E o exists,the batt product will be cut to fit the remaining depth of the w = D cavity.Where the batt is cut around obstructions loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o ° rn'Inn air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system m „. a t o a o shall be placed to fill any surface or concealed voids,and at the g g P is not operating. w w E s N °w test results shall be signed by the party conducting the test. P g o,o ° _ 0 manufacturers'specified density. Where faced batt is used,the o= ° ° IU-g installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM _= z a - E M N1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy ""`� --� ° ° 0 a--, no compression to the batt at the edges of the cavity due to inset INSULATION R VALUE I N r . =.-r U 7. 8402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements �' ; j I A�o ° �, ° o N M 0 0 stapling installation tabs. of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH I r a N Y = aY o combustion air. Factory built fireplaces shall be listed and labeled P g 9 11 Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT c ,.� ,, i' I� w 2•s 8 t 3 c shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. as backdam 4 "```"-. r 1 m 8 0 0 g N L)N-E �, density recommendation. 8. R403• Systems: N1103.1.1 (Mandatory)programmable thermostats shall be TYP. ROOF CONST. ,,,� y N r= w M provided for each separate heating and cooling system. Temporarily operate 14. N1103.7 (8403.7) Equipment sizing and efficiency rating (Mandatory) ~`` ? ' ' s s N 0 3 0 Roof underlayment i f j? s u o� ° o Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with 2 x CJ W/ INSULATION sealed to drip edg L •N w OL ceiling/soffit shall be aligned with the air barrier. shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA AS PER DRAWINGS P•_ _ s y � insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. : :::,;c:'.':;; °" c�, ° Q N C 0 o w o OR HERS RATER is :.. , , ;' Lc: ° U- sealed. 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum New or replacement heating and cooling equipment shall have an efficiency U in 0 5- f- = E a. ° of R-8 3" or rester in diameter, and R-6 ducts less than 3" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at @ 9 @ location where the equipment is installed. Soffit see r { ! wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic SEALANT shall be sealed. party using the Manual "J", Manual "S" &"D"submitted at CO. Const. Dwgs 15. N1104.1 (8404.1) Lighting equipment(Mandatory) non-vented " Iii•�-��:,�cp,:i'it5i�.1, _,::rn4 �r,;. !!nn Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall - ; , ;11•.;14", plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. i ''' " C z " 1 i_... top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall J J sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 21 installed in substantial contact and continuous alignment with the air barrier. W Q �_Z Windows, skylights The space between window/door jambs MANUAL J DESIGN CRITERIA TABLE R301.2(1) OPTIONAL- RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION O� C) shall be sealed. INDOOR DESIGN HEATING DUCT SEALING REQUIREMENTS ELEVATION LATITUDE WINTER SUMMER ALTITUDE DESIGN TEMPERATURE TEMPERATURE Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. HEATING COOLING CORRECTION FACTOR TEMP COOLING DIFFERENCE Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor 40'N 12.5 DEG 84 DEG 1 70' 75'(db 63'wb) 57.5 cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER underside of floor framingand extend from the bottom to the to of all TEMPERATURE DIFFERENCE VELOCITY VELOCITY WET RANGE HUMIDITY HUMIDITY APPROVED WINDOW p HEATING COOLING BULB OPENING LIMITING perimeter floor framing members. I DEVICE Crawls ace walls Exposed earth in unvented crawls aces Where provided instead of floor insulation insulation shall be 9 15 7.5 71.5 M 30% 45-55% p p p p Q shall be covered with a Class I,black permanently attached to the crawlspace walls. W vapor retarder with overlapping joints FOR POST SCRIPT NOTATIONS- REFER TO THE RESIDNTAIL BUILDING CODE TABLE R301.2(1) O taped. CD Z _ Shafts,penetrations Duct shafts,utility penetrations,and flue TABLE M1505.4.3(2) WINDOW C%4 Q Q shafts opening to exterior or LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL` RATE FACTORSa b W unconditioned space shall be sealed. 24" Icy; to W 4"SPHERE CANNOT APPROVED WINDOW -� RUN-TIME PERCENTAGE IN EACH 4-HOUR o 0 of o 0 0 (36"IN IBC UNITS) FALL PREVENTION --� � Q AREATO BE EXHAUSTED EXHAUST RATES SEGMENT 25% 33/0 50,0 66/0 75/0 100/o I PASS THROUGH DEVICE CONFORM TO W U 1 ASTM F 2090 � � � Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT HEIGHT ABOVE KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS FINISHED FLOOR the correct density without any voids or gaps or FaCtora 4 3 2 1.5 1.3 1,0 compression,or narrow cavities shall be filled by R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readilyconforms to the BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM FINISHED GRADE a. For s stem run time values between those given,the factors are permitted to be TOP MI THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. y- g � p BE A MINIMUM OF 24 ABOVE THE FINISHED � INTERMITTENT OR 20 CFM CONTINUOUS Garage separation Air sealing shall be provided between the garage and determined by interpolation. FLOORAND GREATER THAN 72"ABOVE THE FINISHEDGRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR E BUILDING.SHALL FINISHED GRADE b. Extrapolation beyond the table is prohibited. COMPLY YA FOLLOWS: Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal I� envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW TABLE M1505.4.3(1) A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. 8312.2.2 WINDOW OPENING CONTROL DEVICES: CONTINUOUS ' " ' ",. AIRFLOW RATE WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or 2,OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION W gaps or compression where cut to fit.Insulation that on REQUIREMENTS installation readily conforms to available space shall PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO cd r-_� a extend behind piping and wiring. NUMBER OF BEDROOMS 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS 8310.2.1 Qr a Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be exterior wall showers and hubs shall separate them from the showers and insulated. FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 F> 7 W v o tubs. (square feet) N1101.14 (R401.3) Certificate (Mandatory) �E""I H d ct Electrical/phone T1he air barrier shall be installed behind electrical or Airflow in CFM box on exterior wall comrnunicationboxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall 1`1� "' r? 0 in the space where the furnace is located, a utility room or an approved location inside the building. �o HVAC register HVAC register boots that penetrate building thermal < 1,500 30 45 60 75 90 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit �/ x �a N '� boots envelope shall be scaled to the subfloor or drywall. p y ® 1� 4 directory label, service disconnect label or other required labels. The certificate shall indicate the `� Concealed When required to be sealed,concealed fire sprinklers shall 1,501 - 3,000 45 60 75 90 105 � � sprinklers only be scaled in a manner that is recommended by the 1 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components manufacturer.Caulking for other adhesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; O 3,001 - 4,500 60 75 90 105 120 U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results ='D' , br,used to fill voids bet�x�een fire sprinkler cover plates and GF. - wallsorceilings. from any required duct system and building envelope air leakage testing performed on the building. 4,501 - 6,000 75 90 105 120 135 Where there is more than one value for each component, the certificate shall indicate the value IC = insulation contact. covering the largest area. The certificate shall indicate the types and efficiencies of heating, a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 6,001 - 7,500 90 105 120 135 150 { f to cooling and service water heating equipment. Where a gas-fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall > 7,500 105 120 135 150 165 indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," q�, as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, �1 f p10 A0 For SI: 1 square foot= 0.0929 m2, 1 cubic foot per minute = 0.0004719 m'/s. electric furnaces and electric baseboard heaters. A3.1 A3.1 A3.2 A3.2 LADDER&STEPS R310.2.3.1 BARS,GRILLES.COVERS R310 4 WINDOW WELLS WITH AVERTICAL BARS,GRILLES,GRATES OR SIMILAR DEPTH GREATER THAN 44 INCHES DEVICES ARE PERMITTED TO BE PLACED �JO' Oii SHALL BE EQUIPPED WITH PERMANENTLY OVER EMERGENCY ESCAPE AND RESCUE AFFIXED LADDER OR STEPS USABLE OPENINGS PROVIDED AS FOLLOWS:NET WITH THE WINDOW IN THE FULL OPEN CLEAR OPENING SIZE COMPLYING i ii i, ii a POSITION. RUNGS SHALL HAVE AN WITH R310.1.1 TO R310.2.3 AND SHALL 13 2 I� 13 INSIDE WIDTH OF AT LEAST 12 INCHES BE RELEASABLE OR REMOVABLE SHALL PROJECT AT LEAST 3 INCHES FROM THE INSIDE WITHOUT THE USE /o2g' 2FROM THE WALL AND SHALL BE SPACED OF A KEY,TOOL,SPECIAL KNOWLEDGE NOT MORE THAN 18 INCHES ON-CENTER OR FORCE GREATER THAN THAT REQUIRED TYP EXT.WALL VERTICALLY FOR THE FULL HEIGHT OF FOR THE NORMAL OPERATION OF THE I' 31, ��' 6'� THE WINDOW WELL, ESCAPE AND RESCUE OPENING, 5" SILL PLATE (0" 14' iii Y 6 I WINDOW WELL R310.2.3 HORIZONTAL AREA SHALL BE _ w MIN Y-0"SQ FT.WITH A Z > _ OF M IN S-O"TO ALLOW FOR HORIZONTAL DIMENSION TYPICAL.ANCHOR BOLT -R403.1.6 - MAXIMUM SPACING: 1/2"@ 72"O.C. EMERGENCY ESCAPE AND EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. ~ °a. r Z — — — — — — — — — — — — f -I RESCUE. LADDER SHALL BE 2 BOLTS PER PLATE AND HOLD AT LEAST = ( A a ° p p p •o°p, - PREMITTED TO ENCROACH ONE BOLT-12"MAX AND 3-1/2" MIN OFF d o NOT MORE THAN 6"INTO °D I — — — — — — — e' a D REQUIRED WINDOW WELL W ENDS OF PLATES. s •• r — , C p. u�i z DEPTH. 1 cYl I °a I I V.° V I IF 264 nl "u E U TYP.CONC.FOUNDATION - - — - - -- - - — - - - V— - W p- a o > d p- d a ^ D• d a � ^ d D- a p a b• a o a D- o D• a d o 7 _ANCHOR BOLT DETAIL I r °. r — — — MAX.FLOOR TO — — — , 0 L EXTERIOR PATIO SLAB I o SILL HEIGHT:44" ( — J V SCALE: 1/2"= V-0" - I - 7 •— Do 6"4000 PSI CAST-IN-PLACE SLAB I Jf I e - I a W Z W/6X6 wl.4/wl.4 WELDED WIRE MESH in ON GRANULAR COMPACTED FILL. W I a I .- ;— LL W t~ PITCH SLAB AWAY TO DRAIN I o W M ° o 17'-211 13'-4" W (n TYP EXT.WALL —J - - - - - - - - - - - - - - - - a - - - - - - ..� O O r ° I r J ° I (2)1-3/4"x11-7/8"LVL I W/ d �a d o o - -------- -------------=== ° — I PLUMBING NOTE: W = ° I � r — — — — — — — — — — "'— — — — — — , °° I ALL PLUMBING SYSTEMS SHALL BE O INSTALLED IN ACCORDANCE WITH LO TYP.FLOOR CONST. P&M PART VII OF THE NYS CODE � �-' � O a TYPICALANCHOR BOLT _ o I I ELECTRICAL NOTE: �•- m V (2)2x6 P.T.SILL PLATE W/MIN. I I v 2X4 FRAME AROUND io - ALL ELECTRICAL EQUIPMENT TYPICAL ANCHOR BOLT -R403.1.6 I a I I ° STAIRCASE FROM FLOOR I I AND WIRING SHALL BE INSTALLED MAXIMUM SPACING: 1/2"@ 72"O.C. TO CEILING. TREATED SHOE o I o IN ACCORDANCE WITH PART VIII u, EMBEDMENT OF 7"WITH NUT&WASHER. Q p•, PLATE AND GYP.WALL BD OF THE NYS CODE. A MINIMUM OF 75%PF E 2 BOLTS PER PLATE AND HOLD AT LEAST I I ° I o I o c o INSIDE FACE OF WALL MIN. -, PERMANENTLY INSTALLED FIXTURES ONE BOLT-12"MAX AND 3-1/2"MIN OFF = I N UNFIN. BASEMENT I .D �y I c I I o ATTACH RAILINGS. HANDRAILS ° I ° MUST HAVE HIGH-EFFICACY LAMPS. ,, o a, � m m o o ENDS OF PLATES. ,_' .3-1/2" CAST-IN-PLACE CONCRETE 34"-38"ABOVE NOSING. I ;E:6= w E m N v o w SHIELD&SILL SEALER TYP. ° I a I °o SLAB INSTALLED IN �` ° _______ ° 2"P o c ° _ I b MECHANICAL NOTE: - ° a ACCORDANCE WITH CODE R302.7 UNDER STAIR PROTECTION ti a c c z o ° m 92 SECTION R506 ENCLOSED SPACE UNDER STAIRS THAT I THE MECHANICAL SYSTEMS SHALLTYPCONC.FOUNDATIONTYPCIAL 12"THICK CONCRETE S u v° rn °L �•�r `o ACCESSED BY A DOOR OR ACCESS o m BE INSTALLED IN ACCORDANCE WITH o `o N `o WALL&FOOTING WITH I I PANEL SHALL HAVE WALLS,UNDER-STAIR M I nl PART V&VI OF THE NYS CODE. �' n u `o Y a ° Y SLAB LEDGE > SURFACE AND ANY SOFFITS PROTECTED ALL MECHANICAL SIZING PER ACCA m- P c o m.-, is a o c °3 ANCHOR BOLT DETAIL I I I I �—�J ON THE ENCLOSED SIDE WITH I MANUAL"S"BASED ON LOADS 3 L o L o t- 1/2-INCH GYPSUM BOARD. r� _ CALCULATED PER ACCA MANUAL"J" o o 9 N ° °c y so.=- SCALE: 1/2"= 1'-0" = I �,' I I a ( I ° O DUCT COMPLIANCE WITH MANUAL"D" N y 0,ra �'" -r `.i" N 'D- 13 2 I 13'-2" //T-91/4" 8-0 7-6'/" I I c c w °- ° R303.4 MECHANICAL VENTILATION. as o Q r o c o N N :E� � . r= E � � oa o Bea Pocket t I DWELLING UNIT SHALL BE PROVIDED WITH WHOLE HOUSE MECHANICAL ` E•- E P L =v > — — - - c ( Yp) SECTIONn^VENTILATION N 3 CCORDANCE WITH c o w l s c m u O� m L - - - - - —� I shim sreq'd I I � 0y� � -� Ea.= ° a 'I d p• d ° p d p. d ° v p I -- I - = 1' I ==(2)13/4'x11-718�LVL -_L_-_- -- - (2)13/4"x11�7l8'-LVL- ;--- -- 2)1-314"x 11-7/8"LV-L--- _ ' q-( _ ----- = ----- -------- =-- -_==__=_=- 15'-s 0 -0" 0 XACTMEG ° EQU f- LOCATIONS TO 8 o f _ y I I I I I I FIELD DETER INE 0 �y LO I I TYPICAL INT.FOOTING/COL �' ' - FLOOR 01 ° DRAIN 24"x 24"x 12"THICK ? _ M I o CAST-IN-PLACE CONCRETE °o O I I N 1 Ito FOOTING wl 3-@#4 EW C , c 1 4"DIA STEEL COLUMN eo I I I I 4 4RV �o — �- — ° TYPICAL FOUNDATION - ( 8'-0" WALLS ) J L - - - --- -' - - - -� p TYPCIAL 12"THICK CONCRETE o �� v I -' d) WALL&FOOTING WITH a°i - a v a v , . a ° v -Q p , . o a v >c v ^. . � � _ _ — — .° IN ACCORDANCE WITH CHAPTER 4 Q L _ SLAB LEDGE - -- -I - - - - - - - - - - - - - - - f `m r -N VENTING OF EQUIPMENT I I o p ° A) 8� CAST-IN-PLACE WALL WITH v ^ v a . p .d p v . . v a n p •Q p a . . v a . p a L ° I a INSTALL IN COMPLIANCE I HORIZONTAL REBAR: PER TABLER404.1.2(1) co < r — — — — — — — — —' — — — — 'I W/PART V MECHANICAL I I Greater than 8 foot Wall Height: One # 4 bar within EXTERIOR PATIO SLAB I I ° I 12 inches of the top of wall and One #4 bar near 6"4000 PSI CAST-IN-PLACE SLAB ( _ ° the third points in the wall story. o _ I o W/6X6 w1.4/w1.4 WELDED WIRE MESH I I I VERTICAL REBAR: None required if Foundation LU ° 1 ON GRANULAR COMPACTED FILL. I a rn • 12'-8'/11 � PITCH SLAB AWAY TO DRAIN � zo 20'_4" I " I wall is a minmum of T-0" above finished grade. o ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING a L — _ _ - - _ _ J D° L — — _ - - - - - - - - _ — J I o 2 - 2x6ACQSILL PLATES, COPPER TERMITE N p ,'7 . p a . v 71q r SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND w LLI — — — — — — — — — — — — _ — — a Via° I I TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP J > Q —1 p • r- - - - - -� o o r - - a e ..° I I I ° I UNEXCAVATED I - FOOTINGS 1V TO 2H . wth v I •'°gyp L - - - - J v v I TYPICAL GARAGE SLAB _ I pco Cil p a v c - p Q o•• I ° I 4" CAST-IN-PLACE SLAB N 0 e° a l W/6X6 W4.0 X W4.0 WWM N ,'a I 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE o I PITCH SLAB-114"FT TO ( , N SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND GARAGE DOORS ( o I TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP FOOTINGS 1V TO 2H . 1' 6 ' 51011 1' 6 ' p N �� �� I TYPICAL ANCHOR BOLT - R403.1.6 3 2 8 O 3 6 I 191.8" I MAXIMUM SPACING: 1/2" @ 72" O.C. EMBEDMENT OF 7" WITH NUT& 3" SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST o I I I ONE BOLT- 12" MAX AND 3-1/2" MIN OFF ENDS OF PLATES. a I I I 1. Walls 24 inches total length or shorter connecting offset braced wall rn •' I DROP TOP OF CONCRETE I I panels shall be anchored to the foundation with not fewer than one anchor bolt p, AS REQUIRED FOR I located in the center third of the plate section and shall be attached to adjacent U a GARAGE DOOR,SEE PLAN FOR GARAGE DOOR SIZE I braced wall panels at corners as shown in Item 9 of Table R602.3(1). W a� >'' o - - - - - - - - - - - - - - - - - -� ° I � z .0 2. Connection of walls 12 inches total length or shorter connecting [�"I H offset braced wall panels to the foundation without anchor bolts shall be permitted. v L — — — — — — — — — — — — — — — — — J The wall shall be attached to adjacent braced wall panels at corners as shown in ? cMn TYPICAL TYPICAL (2)ANCHOR BOLTS Item 9 of Table R602.3(1) 7.-J124 ' O TYPICALANCHOR BOLT -R403.1.6 HDU2 HDU2 IN EACH CS-PORTAL Ub b1) � MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH HOLDOWN HOLDOWN FRAME WALL ABOVE .. , NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST ® p4SECTION-SEE ^O ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. DETAIL 3 ON PG 2 C:) ct M Ct 1. Walls 24 inches total length or shorter connecting offset braced wall "O Ix panels shall be anchored to the foundation with not fewer than one anchor bolt ' ' ' '� ' �' ' " ' 11located in the center third of the plate section and shall be attached to adjacent I 12 10 14 I� 16 3 4 1/ i braced wall panels at corners as shown in Item 9 of Table R602.3(1). (Fastening Schedule) OMIT CURB POUR RO IN THIS AEA a U 2. Connection of walls 12 inches total length or shorter connecting 21B �� 0 ED A O 21 O�� offset braced wall panels to the foundation without anchor bolts shall be permitted. The wall shall be attached to adjacent braced wall panels at corners as shown in 50, 0 Item 9 of Table R602.3(1). (Fastening Schedule) ,4 G Dr I . � + A3.1 A3.1 A3.2 A3.2 F V �'190�0 -tpQ SCALE 114" = 1 Oil JF N- A3.1 A3.1 A3.2 A3.2 ,. 50' OII R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier 11 between stories, and between a top story and the roof space. Fireblocking shall 13 (0 1� 6 13 O o O be provided in wood-frame construction in the following locations. 81 OSI 9' 611 6' (o'I (0 (oil 61 011 1. In concealed spaces of stud walls and partitions, including furred spaces and parallel rows of studs or staggered studs; as follows: 11 611 291 (o" 1.1. Vertically at the ceiling and floor levels. 8 3/4 1.2. Horizontally at intervals not exceeding 10 feet. SCREEN PORCH NOTE: 11' 3 1/4'1 16' 0" 1' 61 Porches and Decks which are enclosed with insect screening shall be provided 8' C3 11 g' 9" 2.At all interconnections between concealed vertical and horizontal with guards where the walking surface is spaces such as occur at soffits, drop ceilings and cove ceilings. located more than 30 inches above the floor p P 9 9 or grade below. 3. In concealed spaces between stair stringers at the top and bottom of the run. (4) 11 POSTS W/ METAL POST DROPPED SOFFIT Enclosed spaces under stairs shall comply with Section R302.7 BASE AND CAP ITYP of 3) - TO CONCEAL BEAM _ 4.At openings around vents, pipes, ducts, cables and wires at ceiling and W STEPS TO IFCA2660 ET floor level, with an approved material to resist the free passage of flame U (SRADE and products - -------=-=-=================- I- =_---- -----=========--== - ---=========- = m - of combustion. z W (2)1-3/4"x 9-1/2"LVL (2)1-3/4"x 9-1/2"LVL - 2-2x10 _ 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 W z 0111pQ 6. Fireblocking of cornices of a two-family dwelling is required at the line of _J >- U COVERPATIO W ED ATOED w dwelling unit separation. W Z �"' *.., 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral W W 1- CONCRETE q DINING Cco CD v o 1- g O 1' 2 3/411 - g' GLS N O wood or glass fiber installed securely in place or 1/2"gypsum board. Q W U 1' 23411 _ r - - - - - - - - - - - - T4"FL�d1e�ANrABdVE' - - - - - - - � t ' ' Cf) LINE OF FLOOI�ABOVE 3�l U) 0 Pre-Fab/ Facto Built Fireplaces (n -��(3)1-3/4�xii-7/8'-LVL SLUSH- - -_-_ CUSFD 10080 ---- ----- -(3)1-3/4"x11-7/8 L FLUSH ---- ----------------- In accordance with chapterp 0 N - ROLL SCREENIN-G ' _ _ (3)1-314"x11-1/4" LVL i° i r 1 ;; l�f �i �i/8" `x" 12' 6 3/8" ; i �3 _ 4" O 10, factory-built fireplace inserts shall 0- W _ be UL listed and labeled and shall be b N I 01;;; o FRENCH i i ;j; .� Q "' installed m accordance with the LIQ m N LL conditions of the listing. Factory-Built U O ao I I _ III woc, .----- 3'. 611 O fireplaces shall be tested in accordance I I z,iii o o I I z�'' � i iii with UL 127. Hearths shall be installed in I I IIII J hill > J CD m oz 1 `� �' /� III - - III[ �Jo i i u o, ,,x,a accordance with the listing of the E.o - ° w �, a .-___ , - - - - - - - Fireplace & in accordance with YS code otill o N - d N till x �' = o X I Iz 4 a for Hearths & Hearth extension. �.o SCREEN ® °z I I �- J A V ° �c PNTRY y 0 L S o o o-0 L N-, O:S S' CLS o PORCH °> o �z- r�- + � All Fireplace shall be equipped with an ---- L o aF2 ti o I�I trill r� cD o m Irl m `' N = "II M 9' CLGt �n ( �� _ - _ I-- u_J O _ l_J I mo °x, exterior air su I . Exterior air ducts .z a w u GREAT ROOM � -� IJ F F- QC LU c+1 w m o v o« o o m _ ILL I x= 1 Cl shall be UL listed. Factory Built Chimneys m15 - ° z ° z 9 CLQ �, �, N _ shall be in accordance with chapter ` o ° y U Y ItK I O I I m 2 o. t5a v v �- o IIII 13 a `ni > III O O .0 o xI Q cnc� rnY >o � n"< `o u� 2co I a I I NI 0 � 10 Section R1005 Factory Built Chimneys. � III - I I III .z�-$n Ni ll +L-'C•° 3 L C C 3 U N nu - - - uu _ '� o"0 0 of yam LCV I ~ IXI - - - 1- �.(� c oy o o 0 Nw �� h o� IIII N X y N C Com' O Ow - C O - I 1 d. III - W - Q1 III (p C•- _ C L L O � 51 0 211 co IMI KITCHEN a CODE COMPLIANCE STATEMENTS: t n-o = N °'° _" P N N U m I N I 9' CLCz ------------- I I z , N a��i c c.o s m o ltl Cil I nn w Z► �r t nl w N o o� c o a - I"I ct (Ill Q ;L y CO `M E cU y C-4 N ('� _J I I I I U_ 1. The windows selected for this project shall meet w z � Q N = a, _ a, o uJ "" IFAWN2026 POST O - o' m c� ` m c o E m m o 2'-8" U FACE OF WALLIll X �Q g q F- E o m vL thee ressre uirementsofR310. F- � �m :T � � Ea=oa III FR-2N-8-1i = X 36 3o III " _ 2. All windows shall meet Section R308 Glazing and IIII z 14'-0" " ReF'� PANTRY ; R308.4 Hazardous locations. 12°D SEAT( w 2X8 x 9'-0" - -2X8 GAB _ t _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - "' 2'-6" 3. Windows were required shall meet the Window Fall N 36" VANITY O U _ - _ - �- _ z Cq (3)1-3/4"x 11-1/4" LVIL o _ - \ x6 BRCS X6 protection requirement R312.2. _ _ 4. Bathroom windows shall meet the hazardous BATH co HALL I I SOC I BENCH nl _ F I _ _ ,r ° glazing requirements as per R308.4 _ iv 9' CLS xl I O ,z I Ul, IQ I j Iu g' CDC Q61 N p _ _ n I I J III r x N \0 5. Stairs, landings, railings & guards shall comply 2'6° Hit `_ z B ; 00 � I'llr LINE OF - -�lu z 'n with R311 & R312 FOYER ,I II N T'_ IIII FLOOR AB VE N 6. Outside lighting shall comply with RE 3803.3 ' IIII 2'-0" O l7 - 9' GLCs o I = 5 3 I XVII `r m t4 - 1 43 I z `v ,� oc ' ` "' O 7. StairwayIllumination shall comply with R303.67 I II1-01/211 o "' and R303.8 � 2-�/ III 6 11 1/2of I o � i m� � � �IIi p Y ap Nf l li i o I N BE v III `r 8. Fireblocking shall comply with R302.11 thru R302.11.2 „ - r 9. Draftstopping shall conform to R302.12 thru R302.12.1 z to -1/ 12 3 1/ 1 10 1 O "' 10. Flame spread and smoke-developed index for walls IIII IIII I - 3 1-3! "x11-7/8"L FLUSH ilii WD STEPS and ceilings shall compy with R302.9 thru R302.9.4 -___LINE OF FLOOR ABOVE - ( ) J _--_.-::-::-_: _. � .._,. ,. _�..�,. ::� --_---__--- .. 11. Flames spread p ---------- --- ------------ d and smoke-developed index for ----------- (2)i-3/4'"x11-7/8''LVLFLLISH -- --- MULL MULL _____ _______ ______ ________________________ _____ p 16" TRNSM 16" TRNSM 16" TRNSM �' 10 3 411 5 1/ " 10' -1 3/411 insulation shall compy with R302.10 thru R302.10.5 OFFICE/ 2668 3668 2668 11. Recessed lighting fixtures rated for GUEST BDRM = R302.5.1 OPENING PROTECTION. membrane penetration shall meet ASTM E119 O 9' GLCx =---------------------------------------------=-=)_==_== ==°=_:_= °-== = O INSULATED SOLID CORE and Fire Stopping as per ASTM E814 or UL 1479 t- (2)1 3/4"x11-7/3"LVL FLUSH STEEL DOOR, W 12'-6" COVERED t- 20-MINUTE FIRE RATED DOOR. - 12. Exterior Decks shall comply with R507. ENTRY EACH WEATHER STRIPPED O CONCRETE W1 SELF CLOSING DEVICE. O Z N 0 2-2x8 3" 3" 6X6 POST - - - BEAM (DROPPED) O MULL MULL _ --- -- ---- ---- - 6X6 POST N 0 Q EGRESS 17 ,2x12 CEILING JOISTS Ca 16"o.c. 0) LL1 3X14 PLANTER SHELF Cil STEPS TO O Smoke Detector } � Q< GRADE Provide Bridging J (3J IFCA2640 E at 8'-0"on center - Carbon Monoxide Detector W U Maximum. Q COtY C0 Refer to DWG-1 General Notes Cf) iYl In accordance with Section 915 of the 2020 IFC, R314, R315 of the Residential code of NYS 41 0 1 41011 00 1 N Q;�,� N _ GARAGE WINDOWS & SLIDING DRS µ N DWELLING GARAGE = Plans indicates INTEGRITY all ultrex series 0 I SEPARATION IN I Model Numbers and shall be In accordance with R609 N ; ACCORDANCE WITH _ j N I TABLE R302.6 I To be designed & installed as per manufacturers SEE DWG-1 FOR TABLE specification for 140 ultimate design wind speed INSULATE WALLS I r TYPICAL AREA COMMON WITH LIVING TYPIG�AL and Table 301,2(2), 301.2(3) C Provide HP LOW-E4 glass; U = .31, SHGC = .30HDUHDU2: HOLDOWN HOLDIOWN EGRESS: shall meet R 310 (2)1 3/4°x11-7I8°LVL ' WINDOW FALL PROTECTION: shall meet R312.2 w Substitutions made upon meeting Code. 192x96 _ See page one, general notes for additional ►�--� ¢ v �, code requirements. > M 1 6 12 0I (o Iti1 irl c., oo O I II I II I II - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Ile 6 3 6 3 -1I 611 -1 6 LINE OF ROOF OVER CHID O M 1 1 ' II 1 II WOOD BRACKET �'�]! � 1 [11=& 612 (o 15 0 WOO(TYP B 2) ° I �, ri 10 291 011 211011 Apo II SCALE 1/4" -= 11 Oil \� , J 50 O - INTERIOR DOORS: 8'-0" HIGH � o� y`"_�, EXTERIOR DOORS: a'-O" HIGH v � A3.1 A3.1 A3.2 •q f9t)14 i A3.1 AV � A3.2 A3.2 50, 0 421-611 3' p 11 0" IG7 YJ ILI 51 211 301 2" 51 211 ILI (I (II 1'-0" 1'- 3' 1" 11 O 1/2 O 1/2" 3' 1" W U C)O U O fo U e° W U O t0 co — — — — — — — — — — —1— — — — — — — — — — — — — s — — — 1 z 1.t1.f H 1.O.f f.t1.f I U) 1 I U c7 ' LL I vJ z 1 ¢ z I 0 I o W I o W 1 - W W /W\ 1 �X N ' N X I V 1 1 I ❑ 1 f f (v�t� --a 1 N z I14) az fy W u) I -p Q EGRESS EGRESS OQ O U) O � r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - � J IFAWN2626 - IFAWN2626 _ ( Ll. I t� U IFCA2640 E IFCA2640 E ^ �U 1 I I r -j -1 _ - - - - - - a- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L - - - - - - - -1 N ^ -}-9 —2-2x8— _ _ — — 2-2x10 — _ — — — 2-2x10_ J BOOKS 2-2x8 Lit- W � — — WINDOW SEAT 1 Q 6 1/2 11 1/21151 (o 1/2" ----- ---- �— Lid I --1 o u o � I-- I � 0 - - - - - - - - a. m U vo io o zo o° I I Q `' BATH 71 - - r 1 r `O UB`t 1 U U \ 1 co �� H 1 o a I I u I n ( \\ I n / ullm I l-W � w I ° I 5 S 1/2 = 10 13 1/2 I 13 1 1/2 C N - - - Q z g Q z g - - - - -"�-- - - - t6' 6,. r - - r- BEDROOM 3 1' 11 WIC I rn"- o•o ` �_J J to ~to SPRINCzL \ / ° 0, m� `o o_ Q o O W - - TY .- E W U W U w 0- ' O z MASTE SUIT `l ' s6 6 SPRINCzLINE U "0"2 0 o c m c y r 1 D_ 4 8' CLCx 1 0"" o x x �� I SLOPE CL `r I I N 1 a� � ct N X N X V, \ 1 N , t o I ��N 6 �• - m `o U c m tp c cXv N c\Xi N Q Z g I 14/12 _ - _ __-, ___ fh 51-71/211 �z STEPPED GLCs I J v 4 e y c o m n O L ° o J I'I^II7 n c -U N Of Q;--a,', O O W Q I -' ' IIS I / \ I - �fl' t!1 O I6 O C O O O N t6 `O O n1 U v 1 1� 24 POCKET POCKET X111 I I `� p `� n u °Y m x N 2�-4" O J / \ IL�jj co - m w in.a 3 = n. o 00 1 l'I lh rj M N 1n C O >) CD VL \ I '6'69 0 ° oma@maw I ti 2'-4" - - co o� / \ 8l' VANITY '6'6 c wmrn I rn rn ,., 11 ----- ' V' � m c c c s m aj o- o E II I I 1 I I I I I I 11 1 I II 1 L c m rn 3.. 1 1 3 3 1/2 3 3 3 10 /2 3 8_1 3a'M"RO, , I 9 it 1/2 0 1 F! 11 11 3/ � �� o� �a ` ° � I Imirl (1c _ w U ° c w-o u f f m 1 2x12 RIDGE - , - - to tv Q .N m m 0 m E m ° N cn w ;access'. ' \\'' _ c ° n 1 I C) w v \ `� WIC ______-_____/ O N t 4 00 as y �.c Q ,n c m c m o aD � w Q ^ 668' S Q� �9 u1 U 111 CfJ 1- o in m a - F- ,o E n. o n N WIC. Ei7� Q Lo » ° .ccmO � m U Q _ lU - � LL_ 1 1 w O ---) cYl N 5'-0" MSTR I 1 co O BEDROOM 2 ____ O ^ o w BATH v z z 8' CLGs N I 00 1 N CV CO (� -1 X _ (D U cT o0 1 ti _ - RAILINGS \ 2'-4" 1` U O O �al I O N C4 pU a0 U) C to w @d F fn I SLOPE CL r - — Oki — w (7 @) W I 14/12 2'4" O-� � v o fn w Q►_ - 2'-8" z -f U v_ �� t-rnU)w r - - - - f- �-� - - y LOFT Q ' cq to ~to LL N w Q F- I Z g 1 tb 6 8' CLGs Al N w 0� ` z g I o w 0 1 SPRINGxL LAUNDRY I t6' 6" SPRINCxLINE _ x U U 13'-8" _ Q Ce w- J O I N Go X 1 8' CLGa - tV I I Jg x �� I NN I _ 04 o O N - b :` I WIC (� 1 I x v v x AF "oc coX v I. I Z? \ o IIl N N N nxi 2x4 COLLA TIES @ 48"oc I I cn __ I I I I DRYER ��WASHER: CV 1- I 14 ' L- 2-2x8 2-2x8 1 EOG 2-20 L -1 L - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - -f I ------ ------ (3)1-3/4"X11-7/8"LVL FLU H H jim - - - ------- --- __ — - - - - - I I 1FCA2�l36TFCA2036 �= SLO � SLOPE �_ -----TFA�/Vf�1$2(t _______________________________ _ 1 3" --� MULL `9 CL I I CLGz cul v I o I I cM 4 14/1 3" 3" 14/12 '~4 1 o Eo - - - - - Li- - - - -v i� - - - - - - - - - - - - -i '- - - - ins 22x8 MULL MULL i°-tcf) LU 1 ° ° F- I (L 0 F— � U I � U7L I I O w I IFCA2640 IFCA2640 E IFCA2640 1 (D Z I EGRESS WOOD eRACIGET N (n w o I w Q -1 I ti 5r I ITYP OF 2) Q I to cn I i I LINE OF ROOF OVER WDWS CV Q 1 ri C7 1 i.ii.i ri C7 a i.ii.i I W I L - - - - - - - - - - - ' dj U) LLI z ¢ zJ p I J L - - -- - - � -- - �_> I I J > Q co w o W Z N W (� N N U x I '-7 U) N N I 2x10 RAFTERS Cud 16"oc N 2x10 RAFTERS @ 16"oc 2x4 COLLAR TIES @ 48"oc 2x4 COLLAR TIES @ 48"oc 1 I I 31 1 1/2'I (0' 11" *1' 11 1/2" 7' 11 1/2" 4' O 3/4" 9' 11 3/4" U� IIlo ' 1 3' 0'I 10' 6 1/2" 15' 11" 14' O 1/2" I I I �, I >✓0' O 11 21'-0„ IV cn Of w cd c � U 1 a I � w rA o I N I A3.1 AV A3.2 A3.2 U Z v rn R312.2 WINDOW FALL PROTECTION NOTE: r l .� 'I o oc TOP OF THE WINDOW SILL SHALL � v/ BE A MINIMUM OF 24"ABOVE THE FINISHEDcz ^ x o FLOOR AND GREATER THAN 72"ABOVE THEQi r FINISHED GRADE OR OTHER SURFACES POO 1-7' SII BELOW ON THE EXTERIOR SIDE OF THE BUILDING. SHALL COMPLY AS FOLLOWS: ..ate , D R312.2.2 WINDOW OPENING CONTROL DEVICES: WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH ASTM F 2000. THE OPENING DEVICE AFTER OPERATION TO RELEASE THE SCALE / AL 114"14I DEVICE SHALLALLOW THE WINDOW TOt I FULLY OPEN TO MEET THE CLEAR OPENING SCALE % /�I I _ I 01I AS REQUIRE TO MEET EGRESS R310.2.1 i �+� 19010 } NE`s � ETANDIsIG E M El AL fRC OF FF. w zW w _ r) -i >- 0 61 AN DIN S Ic..EA' ET L f O F W Wizry 5/4XI0 5/4X4 ON 4/4X10 W W (1) . . . . . . FASCIA (TYP) 5/4X4 TRIM - TYP Q AT OPENINGS a a FRAMED COLUMN W/ Q U id 777 5/4X4 CORNER TRIM 4 0- W = HARDIEPANEL VERTICAL 5/4X6 BASE TOP TRIM Q I- F— SIDING - SMOOTH W/ j I— Lo� BATTEN BOARDS AT 16" O.C. ' O (4) 6X6 POSTS W/ METAL POSTt— ? BASE AND CAP (TYP OF 3) HARDIEPLANK LAP SIDING . . I . . _� , , SEE DETAIL 3/A3,1 (5" EXPOSURE) . . _.:_ .. . . . . , N O m t7 = U = 77, O N O O O O N �. '�yL.,, O CULTURED STONE OR THIN SET i BRICK VENEER W/ 2 1/4" STONE GAP EGRESSa� ga��aY b 3 WINDOW ooa � arc = moo `° ° o o a'ro c w = �•�o 0 U 2 y N L y a =U = Wr nA T" 0 c R�lqj A1.2 SCALE 1/411 _ 1� 011 CONTINUOUS RIDGE VENT /12 12 -i 12 14 S AND INS EA ET LO F ST ANVIN6S Ar 1 M ETA L CC F UPPER LEVEL CEILING- HEIGHT L LL WINDOW HEADER HEIGHT - — - — - — — \+ � 12 CD z CD of uJ W LLI N - , .w � = W U Lf) lb c� 5/1 0 co UPPER LEVEL SUBFLOOR TANDING SE M ME AL Rc OF MAIN_LEVEL_PL_ ATE_ HEIGHT 5/4X4 ON 4/4X 10 - WIN- OW HEADER HEIGHT FASCIA (TYP) 5/4X4 TRIM - TYP AT OPENING-S ; ; � ,'' 1. - a o ,.�... .. :..d r....s_-3 : � a e ►-� _ STANDING- SEAM METAL HARDIEPLANK LAP SIDI ROOF - 5/12 PITCH _\ (5" EXPOSURES ' I171 ``� ! r._ .,_ .4 3 ' _. . . W.__ . ....�� _ WOOD BRACKETS N Q� -5/4X12 I c HARDIEPANEL VERTICAL SIDING - SMOOTH W/ '. �', •� U '~ BATTEN BOARDS AT 16" 1 W ? o 5/4X4 TRIM - TYP MAIN LEVEL SUBFLOOR - -- - — ' — - AT OPENINGS �""'{ n `� - - - - - - - - - - - - - M ( TOP OF FOUNDATION — .a o 3X14 X S' 6" LONG PLANTER SHELF W/ CULTURED STONE OR THIN SET (4) 6X6 POSTS W/ METAL POST �i o 9 1/4" X c3 1/4" SUPPORT BRACKETS AS SHOWN BRICK VENEER W/ 2 1/4" STONE CAP BASE AND CAP (TYP OF 2) SEE DETAIL 3/A3.1 � V r--------i U, I I I V A,F 0 Rv� 1 ,41.1 SCALE 1/4" 011 q 15010 y0 Fes.. .. - - - ------------ CONTINUOUS RIDGE VENT 12 12 6�4k�(p 61 0�6E— ¢O I S H 4/,4}10 . F� 71 'f7 X X'+ 12 1 8 !„ V 1 12z w UA W z OC or Cn 5/4X4 ON 4/4X10 ry LW L FASCIA (TYP) 12 514X10 514x10 Z) ?� STANDING SEAMCo O METAL ROOF -, I 0 (� 4-1 4-a HARDIEPANEL VERTICAL o- W = WOOD BRACKETS !.. ,, SIDING - SMOOTH W/ F— �-- BATTEN BOARDS AT 1(" O.C. I-- 0- mU I-IARDIEPLANK LAP SIDING �, o (5" EXPOSURE) w c y E ` 0 no U O C O U C d O O C W co '�w O 5/4X4 TRIM - TYP CULTURED STONE OR THIN SET 0 O o N a AT OPENINGS BRICK VENEER W/ 2 I/4" STONE CAP u' aci y 2 c `O m� a� u'a 3 •L c'c+�'3 a c -6"6 Ori U 0 0 C N w0+ N w 10O d N �t n•— � L .. Cl S. N 0 O C O +www I!� �y�� ..,..d ,1�...f..-d .,!•rJ � L •�,N O U f6 2 (�p G C_= Q y C cl�N C N O m e CLE m 0.0 L o r i— cO7wm � F mEa _o0. SCALE % 1/411 _ 11 OII 12 14 CONTINUOUS RIDGE VENT 12 12 —_ — HARDIFFLANK LAP SIDINe-i _ �\ t �+moo w — 12 I- - - -- g N Z co CD Lu 6i }, J 1212 � � U)5" /4k4 5 5/4X4 ON 4/4X10 r;14 10 5/4XIO 12 FASCIA (TYP) STANDING SEAM 1 METAL ROOF (4) 6X6 POSTS W/ METAL PO I "•. .- ` , n.r BASE AND CAP (TYP OF 2) - WOOD BRACKETS SEE DETAIL 3/,43.1 I ct i. INDOOOUTDO 5EE T R W o FRAMED COLUMN W/ 5/4X4 CORNERCULTURED STONE OR THIN SET CULTURED STONE OR THIN SET TRIM 4 5/4Xro BASE 4 TOP TRIM BRICK VENEER W/ 2 1/4" STONE CAP BRICK VENEER W/ 2 1/4" STONE CAP ct t HARDIEPANEL VERTICAL SIDING - SMOOTH W/ BATTEN BOARDS AT 16" O.C. �R 2 F, j,- c F F 1 vrf A ' I OQ SCALE . 1/4" = 1 0' F NES CONTINUOUS RIDGE VENT RIDGE BOARD R802.4.6 COLLAR TIES SHALL BE NAILED with 4-10d ` BOX NAILS IN ACCORDANCE WITH FASTENING SCHEDULE R402.2.3;EAVE BAFFLES SHALL BE INSTALLED IN VENTED ATTICS. RAFTER/CEILING JOIST HEEL A BAFFLE SHALL BE INSTALLED JOINT CONNECTION 12 12 ADJACENT TO SOFFIT AND EAVE VENTS ENGINEERED FLOOR JOIST SHALL BE NAILED 2x4 CT @ 48"oc AND EXTEND OVER THE TOP OF THE WITH A MINIMUM FLANGE TOGETHER IN ACCORDANCE to� ATTIC INSULATION 1/2"THICK GYPSUM OF 1-1/8"X 2"WIDE. WITH TABLE R802.5.2 BOARD LAYED ON (SEE DWG-1 FOR TABLE) R806.3 TOP FLANGE WITHOUT ADDITIONAL FIBERGLASS BATT INSULATION R302.13 Fire protection of floors. WITH SIMPSON H2AAT EACH MIN. 1"AIR GAP ANY FASTENERS. IF REQUIRED TO COMPLY WITH ENERGY CODE, REFER TO RES-CHECK OR HERS Floor assemblies that are not required elsewhere in this code to RAFTER TO STUD. R-30C BATT BETWN INSULATION REPORT FOR INSULATION REQUIREMENTS. be fire-resistance rated,shall be provided with a AND SHEATHING NOTE: /,-inch gypsum wallboard membrane, INSULATION ` INSULATION OMITTED %-inch wood structural panel membrane, FOR CLARITY,REFER TO 2"BATT MINERAL WOOL INSULATION or equivalent on the underside of the floor framing member. ENERGY COMPLIANCE LAYED ON TOP FLANGE WITH DOCUMENTS INSULATION STAY WIRES 24"APART Penetrations or openings for ducts,vents,electrical outlets, MANUFACTURER:"ROXUL" lighting,devices,luminaires,wires,speakers,drainage, R802.3.2 LAPPED JOIST piping and similar openings or penetrations shall be permitted. SHALL BE NAILED with 4-16d FIRE PROTECTIVE OPTIONS R-21 BATT COMMON NAILS IN ACCORDANCE _ FOR I-JOISTS FLOOR SYTEMS Exceptions: INSULATION WITH TABLE R802.5.1(9) C!J ` - R-21 BATT W `NOINSULATION COMPLIANCE WITH:R302.13;FIRE PROTECTION 1. Floor assemblies located directly over a space protected by an 1 t j OF FLOORS: EXCEPTION:#3. automatic sprinkler system in accordance with Section P2904, L.J _ NFPA 13D,or other approved equivalent sprinkler system. Z W 12 12 2. Floor assemblies located directly over a crawl space not intended W z LAUNDRY BEDROOM 2 BATHRO M 5 for storage or fuel-fired appliances, Q 3, Portions of floor assemblies r^ _J > (� shall be permitted to be unprotected where complying with the following: �►J z •- 3.1.The aggregate area of the unprotected portions does not exceed W �. M, 80 square feet per story W W 3.2. Fireblocking in accordance with Section R302.11.1 is installed along �•�- CD ---- -----. the perimeter of the unprotected portion to separate the unprotected W Q� R-30C BATT ENGINEERED FLUSH LVL R-30C BATT portion from the remainder of the floor assembly. W INSULATION INSULATION VENTED SOFFITS 4.Wood floor assemblies using i e si FLOOR n d m n on lumber or structural composite g �/� P '^ JOISTS lumber equal to or greater than 2-inch by 10-inch nominal dimension, co v J or other approved floor assemblies demonstrating equivalent fire performance. O O Q 21 BATT cA cs� TYPICAL ROOF CONSTRUCTION SCREEN m m INSULATION Class AAsphalt Roof Shingles w/ 0 (— COVERED PORCH OFFICE/ fasteners per manufacturer's specification �— In PATIO -r- BATH 1 GUEST r �e � M Ice & Water baper er section R905.1.2 O 4"AZEK BEADED PORCH SOFFIT ON FURRING STRIPS (Note: Double underlayment is required for Roof slopes between 2 on 12 and 4 on 12) �, o ° ° • ° • • • • s • . • . • . • o • o a o Framing As per plans with 1/2" exterior grade o = E2 "A span rated structural plywood Sheathing, � ` o a° Nail to framing in accordance Fastener € T °e'• ° ENGINEERED �° Schedules & Strapping per detail sheet(s). _= z a ° W ae • R-11BATT m ° C2 Flashing INSULATION .e DRAPED ON JOISTS g p Z.2 r_ o Z o o O 0 o FLOOR Flashin per R905.2.8 = � o �o WALLS a u °Y m a'�i E,�co e. R905.1.2 ICE BARRIERS; c rn > n n w o °e •• \ SELF-ADHERED POLYMER MODIFIED TYPICAL SOFFIT CONSTRUCTION. E t _ ° `° E ° = 3 mLrn ° 3 L m BASEMENTBITUMEN SHEET USED IN ° •• ti �• NORMAL UNDER AYMENTAND PLACE OF c o o o N N aj N 5/4X4 on 4/4X10 Hardie trim or similar o ° W = a R302.13 FIRE PROTECTION OF FLOORS: :, TYR „ rn N._ - m c 10 1 PROVIDE 1/2"GYPSUM BOARD ON ENTIRE e•• EXTEND FROM THE LOWEST EDGES OF 2x Sub-Fascia w/ 2x4 lookouts 24 O.C. _-= r - -»�= o. FOUNDATION CONTINUOUS RIDGE VENT @ L m 3 CEILING ABOVE BASEMENT ATTACHED ALL ROOF SURFACES TO A POINT NOT a c .n ° o 2 o ° % CONST w/vented soffit - Hardie soffit or similar _ o o o s LESS THAN 24 INCHES INSIDE THE ;� _ m RIDGE BOARD L'�•N L= E 2 m o a TO THE UNDERSIDE OF THE JOISTS. °'• o �o � •-' o EXTERIOR WALL LINE OF THE BUILDING. _ TYR BASEMENT SLAB °'' y �, Cn ON ROOFS WITH SLOPE EQUAL OR GREATER •°� z'E ¢` c v o ' THAN 8/12,THE ICE BARRIER SHALL ALSO BE o °L APPLIED NOT LESS THAN 36"MEASURED ALONG TYPICAL EXTERIOR WALL U en co a- F- cu E a. =o a •'' °'�° ° 12 12 THE ROOF SLOPE FROM THE EAVE EDGE OF THE " 2x6 Doug-Fir Wood Studs @ 16 oc. BUILDING 14 14 Double top Plate and Single Sole Plate. 1/2" exterior Grade - Span Rated 2x4 CT @ 48"oc Continuous Structural plywood Sheathing. Fastened per Fastener schedule. tyvec House Wrap or equal. Vinyl or Wood Siding as per clients selection R402.2.3;EAVE BAFFLES installed per manuf specs and NYS code. SHALL BE INSTALLED IN VENTED ATTICS. ® A BAFFLE SHALL BE INSTALLED Cont. load path strapping installed in accordance kSj) (fflffl)(V ADJACENT TO SOFFIT AND AND EXTEND OVER THE TOPAOF THE VE TS with drawings. Provide Fire Blocking in accordance R806.3 R-30C BATT ATTIC INSULATION with R302.11 & R302.11.1 and SCALE 1/4" _ I 0II MIN. 1"AIR GAP INSULATION BETWN INSULATION R806.3 Draftstopping per R302.12 & R302.12.1 AND SHEATHING MIN. 1"AIR GAP BETWN INSULATION AND SHEATHING TYPICAL FLOOR CONSTRUCTION C� 3/4" Plywood Span Rated Subfloor, INSULATION SCHEDULE Glued and Nailed in shall comply with 12 1/2"GYP BD BEDROOM 2 accordance with the fastener schedule. IR AIR BARRIER C112-GYP 12 Floor joists Bridging per Code. chapter 11 Of the NYS Code. 5� R-30C BATT AIR BARRIER E �5 f s angin g aS Location R-value Thickness INSULATION TYPICAL FOUNDATION CONSTRUCTION o w Flat Clg * R-30c 8-1/4" = in accordance with chapter 4 Vaulted Cig R-30c 8-1/4" 3000 psi Air Entrained cast-in-place concrete o z -- ------ wall on cast-in-place Concrete Wall Footing per o Floor(unheated space) R-30c 8-1/4" R-30C BATT ENGINEERED N 6 Q Floor(outside air) R-30c 8-1/4" INSULATION FLOOR FLUSH LVL R403. refer to Foundation Plan for footing size & W Exterior 2x6 walls R-21 5-1/2" z JOISTS R-30C BATT thickness. Concrete Horizontal and Vertical 6 fn W air seal walls to pass 3 air changes per hour a INSULATION _ Reinforcement per Chapter 4. & gen note #6. >_1 w Q Above grade attic walls R-15 3-1/2" SCREEN R-21 BATT Damproofing per R406. 2x6 approved u INSULATION Foundation Walls R-11 Draped over walls COVERED PORCH OFFICE/ treated Sill Plate, Sill Seal And Termite shield per ( in lieu of insulating basement ceiling) PATIO � 4"AZEKBEADED BATH 1 GUEST m Section R318. Anchor bolts per Foundation Plan Foundation Rim Joist: R-21 -1 PORCH SOFFIT ON and R403.1.6 0 FURRING STRIPS r All Glazing U = .31 SCGH: .30 Doors-less than 50% glazing U = .40 INSULATION SCHEDULE Door-more than 50% glazing U = .30 SCGH: .30 Insulation requirements shall comply with the TYP.PORCH SLAB energy efficiency requirements as per nys code L61 ,., .,, ., ., .., .•, .., . , Chapter 11 Ener Efiicienc ~ *If part or the entire attic will be decked over with plywood, °e. .° ' °e: p Energy y the ceiling joists must be deep enough in order to fit the ° batt insulation so that it is not compressed. If not then R-11 BATT NGINEERED INTERIOR WALL FINISH Clg Jsts will have to be built up or upgraded to the next size. INSULATION FLOOR DRAPED ON JOISTS Provide 1/2" Gypsum Wall Board on ceilings .� N � � � Cn °e °e WALLS and walls except basement walls & clgs - unless a Other Specifications: -" noted. Min 1/2" Moisture Resistant Wall Board on U • Windows: Us 0.30, SHGCs 0.30 ,4 BASEMENT o Ceiling and all walls in Bathrooms (humid areas) o R302.13 FIRE PROTECTION OF FLOORS: co ti and 5/8" cement board on walls and ceilings in wet areas. Z • z 100% high efficiency lighting (CFL's or LEDs) .• ..': ,. PROVIDE 1/2"GYPSUM BOARD ON ENTIRE .•, g V •-4 g p ° CEILINGABOVE BASEMENT ATTACHED Provide 5/8' Fire Rated gypsum wall Board on walls ►—� O • 5 3 air chanes per hour ` TO THE UNDERSIDE OF THE JOISTS. • z All Energy Star appliances . and ceiling located as per code, manufacturers .> M TYR BASEMENT SLAB M ' requirements and drawings. 00 R403.6 Mechanical ventilation shall be provided that e• 'o meets the requirements of section M1507 Q '� R403.7 Heating and cooling equipment shall be sized in accordance with ACCA manual J by a certified third party rater. \y j&C, It U 0 1� Po I R I-J, (37 rf5', fzi; CLo T"I 10), 1 J�N� PROVIDE FIRE BLOCKING IN II I II * ' ACCORDANCE WITH R302.11 SCALE = 1/4 - V 0 OF THE RESIDENTAIL CODE. ` ,�T 0 neo 12 CONTINUOUS RIDGE VENT RIDGE BOARD 14 12 112 2x4 CT @ 48"oc R806.3 .' IN MIN. 1"AIR GAP It BETWN INSULATION AND SHEATHING R-30 C BATT TYP.EXT. INSULATION EXT. 4,1 1 WALL R802.5.2.1 LAPPED JOIST YF CONST .' LAPPED NOT LESS THAN 3". 12 R-21 BATT-------,C - SHALL BE NAILED 16d - INSULATION COMMON NAILS IN ACCORDANCE 8 WITH TABLE R802.5.2 ON DWG-1 ,^ ^ MASTER LOFT W R-30C BATT 12 sa INSULATION SUITE (1)4 SECTION PLYWOOD U � , rj- ,' + ALONG ROOF LINE Z W W � � Z qR -1 I ------ ------_-_� ------� 2xlzcJzls'oc I II Cn ENGINEERED ----"---- 2 12 W FLUSH LVL FLOOR -_______=q FLUSH LVL WITH BRIDGING @$'-0"OC TYP.EXT. JOISTS =__ -30C BATT 5 CK W W WALL - ______ CONST. R-21 BATT \ - W v (n INSULATION � DINING KITCHEN __ __° GARAGE M O R905.1.2 ICE BARRIERS; O U SELF-ADHERED POLYMER MODIFIED _ 0- W R-21 BATT BITUMEN SHEET USED IN PLACE OF Z INSULATION NORMAL UNDERLAYMENT AND O F•— I._ EXTEND FROM THE LOWEST EDGES OFLO t===°=__=_ --^•�� ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES INSIDE THE r , EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL OR GREATER THAN 8/12,THE ICE BARRIER SHALL ALSO BE A. APPLIED NOT LESS THAN 36"MEASURED ALONG N �- °' ENGINEERED - THE ROOF SLOPE FROM THE EAVE EDGE OF THE s m� o.� En FLOOR R-21 BATT o• BUILDING °- c E � INSULATION =________, 2"RIGID INSULATION O JOISTS BOARD& 1/2"GYP BD o° O s .•o =______ :!• .'% L N L in v» `O L CD ""' °• CONTINUOUS RIDGE VENT o U`o u c N c p ° COO BASEMENT :!, RIDGE BOARD v o m er o ° o a� m • OF R302.13 FIRE PROTECTION OF FLOORS: R-30 BATT =° °7 c 0Z ° o �' `o a• __ a - - PROVIDE 1/2"GYPSUM BOARD ON ENTIRE R802.4.6 COLLAR TIES 2'o.o o a v w v INSULATION=_____ -11 BATT a° Y m�' ( %. >r CEILING ABOVE BASEMENT ATTACHED ________ SHALL BE NAILED with 4-10d c �n > Q G 3. o TO THE UNDERSIDE OF THE JOISTS. ________ DRAPEDINSULATION BOX NAILS IN ACCORDANCE o 3 G =-E 3 0 ° Cf) WALLS WITH FASTENING SCHEDULE a o aUi c °a m _ w ;: • ' TYP.BASEMENT SLAB _------- 12 •� r m v -0:= o • ° ° RAFTERICEILING JOIST HEEL12(0 u C ' o v u r 0 , m JOINT CONNECTION 2x4 CT @ 48"oc "1 °' ° i0 c s c E m o a SHALL BE NAILED `� 2 2 N.N Cu Q N m c a TOGETHER IN ACCORDANCE ,' m"n m o 0 r- ` WITH TABLE R802.5.2 ,' �. H 0 of m M H m E n o a (SEE DWG-1 FOR TABLE) WITH SIMPSON H2AAT EACH .' R-30C BATT-----,,, IN, RAFTER TO STUD. INSULATION v IF7-T v /N/N/nNfAA^ N /N I ^/N/N N/N 21 O n LY 2 [1:;11_1 U r rl_�n_ r [1�9 kun �� TYP.EXT. ,'� R802.5.2.1 LAPPED JOIST �`� SCALE 114" _ I 011 I I WALL _ LAPPED NOT LESS THAN 3". , CONST. SHALL BE NAILED 16d ` COMMON NAILS IN ACCORDANCE TYP. EXT. R-21 BATT WITH TABLE R802.5.2 ON DWG-1 WALL INSULATION cil CONST. BEDROOM 3 WIC LOFT R 21 BATT INSULATION N. tQ ENGINEERED - FLOOR CfJ Z'/a" ''—L-2 JOISTS JOISTS 31 OII FLOOR ick CANT CfJ 1/2"PLYWD W/ ILLI SOFFIT DDS F- COVERED _ GREAT ROOM FOYER COVERED OVER FURRING N O PATIO ENTRY No Q 0 5/4X IO FRIEZE BD j 2X6 EXPOSED N - w v RAFTER AT 2411 O.G. METAL POST CAP C/) SIMILAR TO BASE 11 411 == _- ._. - !° ENGINEERED , ° FLOOR JOISTS 111 11 211 111 a BASEMENT R-11 BATT INSULATION o ao o R302.13 FIRE PROTECTION OF FLOORS: DRAPED ON 'o ►ted ti ao PROVIDE 1/2"GYPSUM BOARD ON ENTIRE WALLS �d CEILING ABOVE BASEMENT ATTACHED •o TYP. _ TO THE UNDERSIDE OF THE JOISTS. FOUNDATION (4) &X(o POSTS 0 CONST. o \ TYP.BASEMENT SLAB °p M H a a a e • • • a a a a a a a a a o e a a • e a e •• ` f+•y .--• METAL POST BASE - V C/l � w U � o CUSTOM FABRICATED -; 611 611 - - - - - - - - (..� ["-� o o e e e � �e i• 4 I�e �a �e � 00. u o .'c, 00 Q ct 1' 411 If A I F� u I I I F, Ft.7"-n-- i\�C�rT7 E Q) L G (5) F,U U E.�9 PI A SCALE 1/4 _ 1 O11 C'" Q � .�► SCALE - 1/2" = 11 OI' r' ,, I: 42'-6" 1'-011 1'-0'• r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - li.n.i I 11 ole 000 I ' I • I I I L1J Ir - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -f - - - - - - - - - W z - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — — — L - - — - — — 1 L — — — — — — — 1 / I I I I (n 7 V L I --1 - I I I I w W I I I I Q w I II I rw/� (D U) 111011 11011 I Cnv, O L - - OctU n W = I I O F— ry o I I n m U r I I I I I N I I Nc E.0 w c c y E E2 E'` ° �a °c 0 p U c 8 c.4. >. "� d O U N C co Q U f`6 C Q C U C O d .� 1] U�- N- Q 0 U Y O O N m `O O O o c N Y ZS O C I L X 0 3 r z �3 0 3 I I a_ c ° " �� N rn y 0) - _ _ c m c c .c I mac•-.D a�cyvi.� `mac _ a��ca Qwc0c0C `7 N ` f0 O C U N a� caE c N O c Q U.L N L a� o f - - - r - - - - - - - - - y I 1� On 11 011 I I Ie-11I I I I I I I I L — L — — — — — — — — — — — — — r — — — — — — — — — — — — — — — — — — — — r — — — — — — — — ^ — — — — — — — I '/ I I 11 �, ' I II II I I - - - - - '-i- - - - - - - - - - - - - - - 7- 1 / I I I I I I I I I L — — — — — — — — — — — — — — — — — — J ...... I I I I I I I I I I— I I I 0 I o Z I 11 Oil I I CNN Q I I J I I 5 L1 U (A I I I I I I I I SOLAR ENERGY SYSTEMS GENERAL NOTES - ROOF PLAN I I CHAPTER 23 & (R3241 I I SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE TYPICAL OVERHANG DIMENSIONS (U.N.O.) WITH CHAPTER 23 AND THE FIRE CODE OF NYS, 11 ' SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. - EAVES = 24 I I PANELS SHALL BE LISTED AND LABELED PER UL 1703. - GABLES = 18" I I SOLAR READY ZONE: - ROOF VENTING TO BE 1/200 OF ATTIC AREA IN ACCORDANCE WITH APPENDIX T - E051. IN EAVE 505P. IN ROOF THE TOTAL SOLAR-READY ZONE AREA SHALL BE NOT LESS THAN 300 SQUARE FEET NOT INCLUDING - ICE 4 WATER SHIELD AT EAVES TO POINT OF 2' 011 BAC:< FROM INSIDE `� ACCESS OR SET BACK AREAS AS REQUIRED BY At THE INTERNATIONAL FIRE CODE. EDGE OF EXTERIOR WALL ROOF AREA ORIENTATION SHALL BE BETWEEN 110-270 DEGREES OF TRUE NORTH. - FULL ICE 4 WATER SHIELD ON ROOF PITCHES LESS THAN 4/12 1'Tg11 h W � Z o CONSTRUCTION DOCUMENTATION - ROOFING CONTRACTOR TO INSTALL <[C:<OUT FLASHING AS NEEDED [� E—+ Q �; _ a: CERTIFICATE REQUIRED PER T103.10 - EXTERIOR WALL FINISHER TO VERIFY INSTALLATION PRIOR TO FINISHING M M MWM ►��l ' o cj 5 b,0 00 WA R AR MSCALE 1/4 1 0 tiN -g 0190io ypQ' OF NEIN12 <Or rTr"0.ni r?4 Y4 4 Ff' BRACED WALL PANEL a• BRACING METHOD h` ;E:E"`-•" s' i%?i/,///% PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-6 1-C 1-D 2-1 2-2 2-A 2-13 CS-WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) TABLE R602.10.4 page 185 BRACING METHOD ABW GW/CS-WSP CS-WSP CS-PF CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP DETAIL #1 ON DWG-2 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602,10.5 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 ;;,j/: ,,% H Ln 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE // /" CE •tl 's U; / BRACE WALL LINE SPACING FT b 23 23 11 25.16 13.5 15.5 15.5 13 23.66 23.66 42 42 °tTE ...�::...•._.__, oE:ice EF_CED LLC:I Et:T ( ) SHALL BE OFFSET NOT MORE THAN 4 FEET. r EI Ip OFEITIO i dWIIE CONDITION 2 " CS-P F CONTINUOUS SHEATHING END CONDITION PORTAL FRAME 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL END C.. - TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 48"/27" 27" 32" 27" 27" 27" 27' 24" 24" 24" 24 DETAIL#3, DWG-2 THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. '- - 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 6.25 21.05 3 6 5.7 7.2 6.1 5.6 6 6 9.5 9.5 END OF A BRACED WALL LINE GB GYPSUM BOARD 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE " TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c R602.10.2.2 i" /.%� �,_:• :i;�� J BRACED WALL NOTES; 1. EXPOSURE CATEGORY 1 1 1 1 1 11 1 1 1 1 1 E ._._._ REFER TO DETAILS ON DWG-2 ABBREVIATIONS; BWL=BRACED WALL LINE, E E_-'_s= BW=BRACED WALL, END CONDITION 3 END CONDITON 4 FOR HOEDOWNS,STRAPPING,BRACED _ -►..- 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 1 WALL DIAGRAMS AND DWG-1 CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL REQUIREMENTS FOR NAILING SCHEDULE. ALL BRACED CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION Return pane:24"for breed wa!!Imes snearred w.tn wood sauctural panels 3. WALL HEIGHT .95 .95 .95 1 .95 .95 .95 •95 .9 .9 .9 .9 WALL PANELS SHALL BE FULL-HEIGHT 32"for braced wa"rtes s°eathed wah SECTIONS OF WALL WITH NO VERTICAL structural fiberboard 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1 1 1 1 OR HORIZONTAL OFFSETS. Olstance D: z4'for b aced wa'Imes sheathed wdh wood s:ructu-a panels 32"for braced wa'nes s'reat'ted w'th 5. ADDITIONAL HOLDOWNS .8 structuraifrba,bcard END CONDITION 6F Hold-down 800 Ibs ceoac v fastened to the edge of the device: braced wa'!,paneclosest to the corns,and W 7. GYPSUM BOARD FASTENING .7 For 5111 i.eh=35.4 M111,1 11-t-205 mw,716=4to the foundation or floor from ng Ix+'.mv 35N ! , RESULT REQUIRED BRACED WALL LENGTH(FT) 7.7 20.3 4 7 7.85 9.9 8.4 7.7 5.4 5.4 8.55 8.55 FIGURE R602.10.7 v END CONDITIONS FOR BRACED WALL LINES W TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 X ACTUAL (FT) 4.5 4 7.5 3 8 WITH CONTINUOUS SHEATHING Z PER PLAN BRACING LENGTH PROVIDED (FT) 20.5 24.25 8.5 7.5 12 15 16 18 15 21.25 12.8 11.8 .5 m v o Q J J J U COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y m l m m m W Z - 4'-0" 13'-6" 1 15'-6" I 13'-0" 1 4'-0" a.Linear interpolation shall be permitted lo W b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, I W the average dimension shall be permitted to be used for braced wall line spacing. 4'-0" f `I n Q W 2'-9/4 21-91/411 6-0 �W/� � r n CS v�1SP CS-WSP v Js- I I I -N ' OAU CD En Li. W = ..i..1 a " C41-011 421-01' 41-011 C14 ? f- ' 0' Lj ' t BWL 1-1 In 5'-211 4'-11'/2' 5'-211 4'-71/2" LA C I i M I ch 2 _ 1 _ I CS-PF ' CS-WSP II Ir I CS WSP0'_ wECS WSP 0) E o w o o CS-WSP' CS-WSP 0C caoc0a) L�mo , co V) I I I I ( I I mc o•9 c °7n � O ' S o� o 0 y ° x ' ca U U N I crauY m>-2 r= ° CV ( I I I aEoNo,n ° r -E oc3 - I - BWL 2-1 c co � 3 ° N meq- �,Uo utviw y rn I I _ LL C C c N �� C)3 Q'C CL I I - EO Z c�' Q to C 0 C 0 O I U ``OV U) ofcaEm c" 02 U um0:5B 1 ' a i� FL- °i =i � HmEa.Eo n _ I I GB METHOD 3' CD o TABLE R602.10.4 I I in U V 7"O.C.AT PANEL EDGES I 4'-0" ' 4'-3'/2' ( INCLUDINGTOPAND -1- ' BOTTOM PLATES,7"IN FIELD I - ALL HORIZONTAL JOINTS I I -I- BLOCKED AND I I I FRAMING CONNECTIONS I I I AS PER DETAIL 2 ON DWG 2 I I I I I I I CS-WSP CS-WSP I I I I I 0? 00 I c� I in _ 2'-2'/2" I 11�ml � 12'-0" I ° N _ 0 I coo � �v ch , U - - - - - - - - - - - - - - - - - - i U It BWL 1-2 i BWL 1-2 e - - SI- - - - - t- - - - - - - - - - - - -- I- - - - - - - - - - - - - ' - - - - - - - - - - - - - - - ' - - - - - - - a 1 I I �' 4'-0" I I U -- r Cl) 'it GB � I I 1 I I I 1W I I w d I I \ I I I I I 1 f C? U) I I I I O C:) ?� I In I I I O Z U I CCD I I I N <( I W - - - - - - - - - - -IT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -L - - - - - BWL 2-2 1 I I co _ (_n J � o CS-PF I J > U 0- o 0- rn 60 W - ----- I C:) o CS-WSP CS WSP o BWL 1-3 ( th ' 04 I CS-WSP I CS-WSP , ' 2'-8'/2' , I N I U 4'-93/" 3'-113/" ' 3'-113/x" 8'-611 AV CS-WSP CS-WSP I ~ I I I I I 2'-3 7/32" I I , a U I 1 BWL 1-4 ® x :p N v - � - -- - - - - - - - - �y/ Mct - - - - - - - - - - - - - - - - - d TYPICAL - - - - - - - - - - - - - - -TYPICAL Cn HDU CONTINUOUSLY SHEATHED HDU2' Cn o HOU OWN PORTAL FRAME.SEE DET 3 I HOEDOWN � 42'-0" 4'-0" i CO ON DWG-2 AND I Ch - U FIGURE R602.10.6.4 ; U a1vD A RcY . y� 1 ST FLOOR WALL BRACING PLAN I CS-PF ' QS-PF 21. 2ND FLOOR WALL BRACING PLAN 1 11 1, I ,r.. SCALE: 1/4" = 1'-0" 6/ r6/ SCALE: 1/4 - V-10" 2 _ _ , 13'-6" I 15'-6" " - - - -I- - - - - - - - -13'-0 - - - - - - - - - - - 4'-0 ti0 I I q�� X90 �y0 O NE r`