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HomeMy WebLinkAbout43750-Z gUPFOt,�'C�G Town of Southold 5/24/2019 o� y� P.O.Box 1179 o - v' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40420 Date: 5/24/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1070 Mill Creek Dr., Southold SCTM#: 473889 Sec/Block/Lot: 135.-344 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/15/2019 pursuant to which Building Permit No. 43750 dated 5/15/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, covered front entry,rear wood deck and attached two car garage as implied for. The certificate is issued to Liberty Equities Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0085 4/8/2019 ELECTRICAL CERTIFICATE NO. 41292 2/21/2018 PLUMBERS CERTIFICATION DATED 9/14/2018 Micha Mary ho ' ed Signature �o�suF o c TOWN OF SOUTHOLD �y BUILDING DEPARTMENT CP TOWN CLERK'S OFFICE y • ter` 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#: 43750 Date: 5/15/2019 Permission is hereby granted to: Liberty Equities Corp 145 Marcus Blvd Ste 4 Hauppauge, NY 11788 To: Construct new single-family dwelling as applied for per SCHD. Replaces BP #41292 At premises located at: 1070 Mill Creek Dr., Southold SCTM #473889 Sec/Block/Lot# 135.-3-44 Pursuant to application dated 5/15/2019 and approved by the Building Inspector. To expire on 11/13/2020. Fees: PERMIT RENEWAL $919.80 $919.80 Building Inspector TOWN OF SOUTHOLD ��p cam BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 41292 Date: 1/17/2017 Permission is hereby granted to: Harvey, Joy 8247 Taunton PI Springfield, VA 22152 To: construct new single-family dwelling as applied for per SCHD. At premises located at: 1070 Mill Creek Dr, Southold SCTM # 473889 Sec/Block/Lot# 135.-3-44 Pursuant to application dated 1/5/2017 and approved by the Building Inspector. To expire on 7/19/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,839.60 CO -NEW DWELLING $50.00 Total: $1,889.60 i in ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 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 Dated 1 '� New Construction: Old or Pre-exi/sting Building: (check one) Location of Property iJ �'(1 1" ' Or " House No. Street Hamlet Owner or Owners of Property d In ., 6 r P Suffolk County Tax Map No 1000, Section ' 3 S' Block 2 Lot Y Subdivision II G Filed Map. Lot: Permit No. 1 I Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ \ V Applic it Signature �:: a 1^ - C ki a pF SO�r�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 ® �� roger.richert(-town.southold.ny.us Southold,NY 11971-0959 c®UNTV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Harvey Address: 1070 Mill Creek Drive city Southold st: New York zip: 11971 Building Permit#. 41292 Section: 135 Block: 3 Lot. 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: PAR Energy License No: 49342-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 200A Heat GAS' Duplec Recpt 40 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 10 Wall Fixtures 10 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 9 CO Detectors 2 Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 2QA Emergency Fixtures Time Clocks Disconnect 200A Switches 27 Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3- Bath Fans, 5- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: February 21, 2018 0-Cert Electrical Compliance Form As Town Hall Annex Telephone(631)765-1802 .54375 Main Road Fax(63 1)7G5.9502 P.U.Box 1179 ) Southold,NY 11971-0959 BUILDING DEPARTMENT NOV 9 2O1$ TOWN bF, SOUTgIdDLD' ; BUILDI NG DE PM TOWNoFsoumoLD CERTIFICATION t , Dater Building Permit No'.' Owner: 4 (PI se print) Plumber: o �tc�yr I certify thaf the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers zgnature) Sworn to before me this 5"eP o day of 20-"'I ff Notary Public, Caunty CHRISTINA F WEDINO r' NOWy N04 01 40� 1 o��OF SOUlyol � o coul I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ Vj/FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: re6 h,c dYJ �Y�n,�l�i A�/ oki Y Am" 4v� fl -Pv�v 4ni Dill pv of IJI ai 0i0Z4 DATE q INSPECTOR OE SOUTyo� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) REMARKS: lel �. DATEINSPECTOR TOWN-OF -SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - [ ] ,ELECTRICAL (FINAL) REMARKS: [Ao I N IIry vi LAi4,_,pj,N� DATE ` INSPECTOR �o��OF SO//lyo� H O lee, .TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [Vr/ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [. ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r REMARKS. ovaVm6 I/Q/ (' DATE lZ INSPECTOR aso ol�Cout®ri TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION' [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] F UNDATION 2ND [ ] INSULATION [Vf FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA FINAL) REMARKS: �• V c �'1� DATE INSPECTOR SO(/lyo TOWN OF SOUTHOLD BUIL 76S-1802 �l INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �J INSPECTOR qlyI ��oF souryo y O i TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ rINULATION UGH PLEIG. FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [rFIRE E SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 1 Y et/ do✓ � bnD V4,- v �o� C�-✓[I� nlo�' conn � a(A DATE « INSPECTOR �J q l y l *OF SOUTyO TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT AL (FINAL) REMARKS: i Ov✓ p ✓' p DATE �f'D INSPECTO awe ` �aOE SOUIyo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE,RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS ltd tJ1A1S KP/ l&X ' 6, DATE INSPECTOR DE SO//ly� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ])NSULATION [ ] FRAMING / STRAPPING [ fit/FINAL O [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: e, boo,a 1,1� rw.� 9 w� IV% Or J ri✓=v �S 6v DW41 V& P DATE 3 INSPECTOR Iyot v Of So(/jyo! o ell cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802. INSPECTION ' . ' [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL IVO [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: -,mct44briJ NO m/ IP+2i o �,v(� isX. 011 . 1�A4V F&/ VAIA I S 0 �P,�,•v� a w� KS tn+o gswTt- DATE / INSPECTOR Q � oet uolf, Viola,I' Cru✓ ct OE SO(/lyo� �'Y�OUN1V,�c� 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) f ELECTRICAL (FINAL) REMARKS: DATE 2l L INSPECTOR ` PC SDE 50UTy ra- , � o � TOWN OF SOUTHOLD BUILDING �ycou365-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATI N [ ] FRAMING /STRAPPING FINAL 2 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION dd [ ] CAULKING REMARKS: UD&I IDA I lic m L IH P , DATriftINSPECTOR SOF 30UT6 TOWN OF SOUTHOLD BUILDING DEPT. CcoU765'1$02 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [vj FINAL I&,,- FIREPLACE &OFIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i VCAUM ,,-, DATE wldl INSPECTOR Home Energy Radho Cerdficate Property HERS 1070 Mill Creek Drive Rating Type: Confirmed Certified Energy Rater: John Stotzky Robert James Higgins Rating Date: 2018/03/27 Rating Number: 1070 Mill Creek Dr Registry ID: 076176994 Southold, NY 11971 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 44.3 $246 18% General information Cooling 1.7 $60 4% Conditioned Area 3023 sq. ft. House Type Single-family detached Hot Water 11.9 $59 4% Conditioned Volume 41832 cubic ft. Foundation Conditioned basement Lights/Appliances 31.6 $888 64% Bedrooms 4 Photovoltaics -0.0 $-0 -070 Service Charges $144 10% Mechanical Systems Features Total 89.4 $1397 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 0.00 CFM25. 2015 International Energy Conservation Code Ventilation System Balanced: HRV, 110 cfm, 80.0 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes �J Building Shell Features p c � V Ceiling Flat R-50.0 Slab R-7.0 Edge, R-0.0 Under D Sealed Attic NA Exposed Floor NA NOV 2 6 2018 Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.220 Above Grade Walls R-42.5 Infiltration Rate Htg: 1920 Clg: 1920 CFM50 Foundation Walls R-14.0 Method Blower door test HERS Rater John W. Stotzky USA Energy Testing 9C®'oVN OF S®L1'�HO:�.D Lights and Appliance Features 6 Romana Drive Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Hampton Bays, New York Percent Garage Lighting 100.00 Clothes Dryer Fuel Natural gas 631-682-4896 Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.32 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 40.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. name Energy Rating cerdficate Property HERS 1070 Mill Creek Drive Rating Type: Confirmed Certified Energy Rater: John Stotzky Robert James Higgins Rating Date: 2018/03/27 Rating Number: 1070 Mill Creek Dr Registry ID: 076176994 Southold, NY 11971 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 44.3 $246 18% Generallnformation Cooling 1.7 $60 4% Conditioned Area 3023 sq. ft. House Type Single-family detached Hot Water 11.9 $59 4% Conditioned Volume 41832 cubic ft. Foundation Conditioned basement Lights/Appliances 31.6 $888 64% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $144 10% Mechanical Systems Features Total 89.4 $1397 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 0.00 CFM25. 2015 International Energy Conservation Code Ventilation System Balanced: HRV, 110 cfm, 80.0 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-50.0 Slab R-7.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.220 Above Grade Walls R-42.5 Infiltration Rate Htg: 1920 Clg: 1920 CFM50 Foundation Walls R-14.0 Method Blower door test HERS Rater John W. Stotzky USA Energy Testing Lights and Appliance Features 6 Romana Drive Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Hampton Bays, New York Percent Garage Lighting 100.00 Clothes Dryer Fuel Natural gas 631-682-4896 Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.32 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 40.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Bout er, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. name Energy Radno Certfflcate Property HERS 1070 Mill Creek Drive Rating Type: Confirmed Certified Energy Rater: John Stotzky Robert James Higgins Rating Date: 2018/03/27 Rating Number: 1070 Mill Creek Dr Registry ID: 076176994 Southold, NY 11971 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 44.3 $246 18% General information Cooling 1.7 $60 4% Conditioned Area 3023 sq. ft. House Type Single-family detached Hot Water 11.9 $59 4% Conditioned Volume 41832 cubic ft. Foundation Conditioned basement Lights/Appliances 31.6 $888 64% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $144 10% Mechanical Systems Features Total 89.4 $1397 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 0.00 CFM25. 2015 International Energy Conservation Code Ventilation System Balanced: HRV, 110 cfm, 80.0 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-50.0 Slab R-7.0 Edge, R-0.0 Under Sealed Attic NA Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.320, SHGC: 0.220 Above Grade Walls R-42.5 Infiltration Rate Htg: 1920 Clg: 1920 CFM50 Foundation Walls R-14.0 Method Blower door test HERS Rater John W. Stotzky USA Energy Testing Lights and Appliance Features 6 Romana Drive Percent Interior Lighting 100.00 Range/Oven Fuel Natural gas Hampton Bays, New York Percent Garage Lighting 100.00 Clothes Dryer Fuel Natural gas 631-682-4896 Refrigerator(kWh/yr) 691 Clothes Dryer CEF 2.32 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 40.00 Certified Energy Rater: `G REM/Rate- Residential (Energy Analysis and Rating Software v15.4.2 This information does not constitute any warranty of energy cost or savings. ©1985-2017 Noresco, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. i i Allow ,. . a � ':.., K' y L �y T t I k J44_ • 1 dip -Atop " • f` 1 n-. r w h n 4 E f. d' f H �s _ via- y i t, - sr+r 1, �M xWhll FE CIS 30TA 1.00 LIPA CA 0.5 ae �f III win 98876557 - ,vATTMOUN METED f USA A„y ✓ 4�f:f f f uft fffffffff # �t �Y�f��� •ff®ffff � �. sof f ff ff* f ff fs ff ff kffffffffc -ffhfffff`+ s. 3 Verity, Mike From: Richter, Jamie Sent: Tuesday, April 18, 2017 10:14 AM To: Verity, Mike Subject: SCTM # 135-3-44 Michael The pictures have been loaded into the Everyone File under"SCTM # 135-3-44" The following items need to be constructed or re-constructed before the project moves forward. 1. The construction needs to be constructed according to the approved plan. 2. The Silt Fencing needs to be re-installed and maintained in accordance with standard practice. 3. The Topsoil storage pile needs to be surrounded with Silt Fencing and Seeded or stabilized as required. 4.The Site Drainage needs to be installed in a satisfactory manner. It appears that clay extends to a depth of 41'. Therefore, the drainage needs to be excavated to that depth and then backfilled with sand &gravel before the leaching pool in installed. 5. Temporary system of Leaders&Gutters must be installed and connected to the Drainage. This site is a mess and needs to be cleaned up before any additional work is approved. Thank you Jamie James A. Richter James A. Richter, R.A. Stormwater Manager Office of the Engineer Town of Southold, New York Stormwater Management Control Plan Website: http://www.southoIdtownny.gov/index.aspx?nid=1 95 Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. 1 Dwyer, Tracey From: Collins, Michael Sent: Friday, May 05, 2017 3:49 PM To: Dwyer, Tracey Cc: Richter, Jamie Subject: RE: 1070 Mill Creek Drive Tracey: Thank you. Either Jamie or I will be available to go with them to review the Stormwater Management compliance issues. Just let us know what time. Michael From: Dwyer,Tracey Sent: Friday, May 05, 2017 3:48 PM To: Collins, Michael <michael.collins@town.southold.ny.us> Subject: 1070 Mill Creek Drive Mike,Just letting you know that the building inspector and code enforcement will be going to Mill Creek on Monday. Have a nice weekend,Tracey Verity, Mike From: Richter,Jamie Sent: Tuesday, April 18, 2017 10:14 AM To: Verity, Mike Subject: SCTM # 135-3-44 Michael The pictures have been loaded into the Everyone File under"SCTM# 135-3-44" The following items need to be constructed or re-constructed before the project moves forward. 1. The construction needs to be constructed according to the approved plan. 2. The Silt Fencing needs to be re-installed and maintained in accordance with standard practice. 3. The Topsoil storage pile needs to be surrounded with Silt Fencing and Seeded or stabilized as required. 4.The Site Drainage needs to be installed in a satisfactory manner. It appears that clay extends to a depth of 41'. Therefore, the drainage needs to be excavated to that depth and then backfilled with sand &gravel before the leaching pool in installed. 5. Temporary system of Leaders&Gutters must be installed and connected to the Drainage. This site is a mess and needs to be cleaned up before any additional work is approved. Thank you Jamie James A. Richter James A. Richter, R.A. Stormwater Manager Office of the Engineer Town of Southold, New York Stormwater Management Control Plan Website: http://www.southoldtownny.gov/index.aspx?nid=l 95 Office: 631-765-1560 CONFIDENTIALITY NOTICE: This communication with its contents may contain confidential and/or legally privileged information. It is solely for the use of the intended recipient(s). Unauthorized interception, review, use or disclosure is prohibited and may violate applicable laws including the Electronic Communications Privacy Act. If you are not the intended recipient, please contact the sender and destroy all copies of the communication. I � � 1 .� r , 1 z �-�All , � 4K ..>�.'e'a{'�,srrr..•... .ter+�* �.� `' J'♦ it Or fir-- .. 1�• � � LLQ- ... ,. Y ^'r�... �. k ti ti am m- Wl Iii yFOUNDATION(IST) NA, _. - _ i ROUGH FRAMING& Mi PLUMBING MUM!INSULATION PER N.Y I l siL a CoSTATE ENERGY 1PIP XT T L - l`7 ii ow ADDITIONAL COMMENTS IF 4" �l � �1MW WMIRErna EMT .X19 r, r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees- C.O.Application J-� Flood Permit Examined ,20 / / Single&Separate ��ll Storm-Water Assessment Form j Contact: In Approved / ,20 Mail to: S", C Disapproved a/ o 9c9 x 13 f'oV 17 0� Phone�31 Expiration ,20 Bui Spector JAN 5 2017 D APPLICATION FOR BUILDING PERMIT y Date ' y , 20 // BUILDINGDEPT. INSTRUCTIONS TOWN OF SOUTHOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. .\ b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature applicant or name,if a corporation) go 13 RAvfort �) (Mailing address of applicant) l L-I a)__ State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Aj,ev& - Name of owner of premises u Y-of,LA cv-Ael re /k- C r d e- (A,s))n the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Locatiop of land on which proposeA work will be done: © � 161�0 G�/ 10_70 P fllc�ee k /'1 Ve_ �l House Number Street Hamlet 9 C, County Tax Map No. 1000 Section / � �! � Block 3 Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy /� b. Intended use and occupancy 7� u-' 170Tf f 3. Nature of work(check which applicable):New Building V Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee 1 (To be paid on filing this application) 5. If dwelling, number of dwelling units / Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Storie' s'-:' 4 ` "� ''-�;rk i 8. DimensionsILI o e tine new construction: Front Rear - Depth Height 09 Number of Stories Q _r2 6 q / 9. Size of lot: Front l i �201 Rear +$ Depth 10. Date of Purchase A Name of Former Owner � o ci �' Lo 16,Aj 'dolt U AdLe(_ r Ul' �-V e`( 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NOA/Will excess fill be removed from p emises? YES NO l/ �rclo, P VLaa0s2 14. Names of Owner of premises'Sa 1L ar�fJ ddress tan � P� ue No. IV, ,lq f1?1- 6t Name of Architect o�s#— \ Address 0 tl VrNne o� " Name of Contractor ` Address b Phone No. �� �a1 �Y 111° 63� 15 a. Is this property within 100 feet of a tidal wetland or a resh ater wetland? *YES NO V * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBE QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical datap on ss rvey. l/ 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 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, gen Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this �� day of (! � jp 6�p J��.0 Vi c0�lV�IE D.l3 At9of N�York Notary Public ary Nblic,�$ y No.016U6185®5® Signa re ofAppli t Qualified in Suffolk County, commission Expires APO 'a Scott A. Russell ,��°SU '�� ST01R.A\11 A\\T]E1K SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 u 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold Ol � CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET '1 (TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING- Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[j B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑9 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑W D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑10 E. Site preparation within the one-hundred-year floodplain 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 to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. $: 1000 Date NAME �O e-, (4 1 District �/� I/�/1 -7 oma Section Block Lot �j FOR BUILDING DEPARTMENT USE ONLY**** Contact Inrormation: I O 1 //,q/ p 6U Ad) B - - - - - - - - - - - - - - - - - - Date: — — — — — — — — — — — — — — — Date: /— 7 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit 1 b—iO i W c q e eL f Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 m' APPLICANT: S.C.T.M.# 1.000 CHAPTER 236 (Property owner,Design Professional,Agent,Contractor,Other) —g— SID Stormwater Management Control Plan CHECK LIST NAME Section Block Lot = S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. P �nM Date: * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! Sign rc Tekphnrc Num ki 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item,Please Provide Justification Here, show all of the following items: YESNONA If you need additional room for explanations,Please Provide additional Paper. a. Location&Description of Property Boundaries 0� b. Total Site Acreage. / c. Existing-Natural&Man Made Features within 500 L.F. ©� }j�/ lwq. -vr✓ ""n 114CA-4 P&Ce of the Site Boundary as required by§236-17(C(2) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 00 e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing&Proposed Contours of the Site (Minimum 2'Intervals) i SAUT k ovu (*u/ g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements&utilities. EROSION&SEDIMENT CONTROLS h. Spot Grades& Finish Floor Elevations for all existing& Shall include but not be limited to: proposed structures. A well maintained ConstniCtinn Entrance, I. Location of proposed Swimming Pool and discharge ring. 0 N0 PW(— Mike Backed Sift Fencing, stabilization & j. Location of proposed Soil Stockpile Area(s). po k. Location of proposed Construction Entrance/Staging Area(s). 0Seeding of exposed and/or hiactive 0 boils. 1. Location of proposed concrete washout area(s). 0� M. Location of all proposed ei osion&sediment control measures. 0� 2. Stormwater Management Control Plan must include Calculations showing DRAINAGE INSPECTIONS ARE REQUIRED that the stormwater improvements are sized to capture,store,and Infiltrate Contact TOS Engineering at 765-1560 beforp on-site - on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. that the dirainage has been to Eude. 3. Details&Sectional Drawings for Stormwater practices are required for approval. items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00b 2017 d. Leaching Structures (e g.infiltration basins,swales,etc.) ****FOR ENGINE G DEP MENT USE ONLY**** Additional Information is Required$UDDNGD • Reviewed& I ® Stormwater Management ControT91VMs (§W %(P Approved By: — — — — — — — — — — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Complete. Date: -(Q - ]� SMCP has been approved by the Engineering Department. FORM # SWC heck List-TOS MAY 2014 q SO�TyOI Town Hall Annex Teiepho 54375 Main Road y 631)765-9g502 D [FQ2 P.O.Box 1179 G Q roger.richertdown.southoltl.nV us Southold,NY 11971-0959 �O JUN - 2 2017 �ye4UNTl,�c� I• BUILDING DEPT. BUU,DING DEPARTMENT TG-VVIN Off+'S®UTHOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED'BY: � Date: 1-7 Company Name: )Q 15vler- Name: �* 1 License No.: 401?4 i Address: D LV-e,�+ TS � ,p �o` -7 91,5' i Phone No.: s y 229_ 61 S i JOBSITE INFORMATION: (*Indicates required information) *Name: n- �c- *Address: 1076 d 1 y' .e _' 9—D U A 19 *Cross Street: *Phone No.: C' _ y S V a I Permit No.: All/-2 6'61 Tax-Map District: 1000 Section: 116-- Block: `3 Lot:4— *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ! - (Please Circle All That Apply) *Is job ready for inspection: E�' NO augh Final , *Do you need a Temp Certificate: NO ; Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 15 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of Service verhead Additional Information: - PAYMENT DUE WITH APPLICATION \tl 82-Request for Inspection Form 1 I 6 f E SO�l��lo Town Hall Annex Telephone(631)765-1802 54375 Main Road CA) Fax(631)765-9502 P.O.Box 1179 • Q Southold,NY 11971-0959 O IyCOUNT`I,� - BUILDING DEPARTMENT TOWN OF SOUTHOLD December 16, 2016 To: John Chiarelli PO Box 313 Babylon, NY 11702 RE: SCTM# 135.-3-44—Harvey, determination of merger request Mr. Chiarelli: Based on the application, deed, and single and separate search submitted to our office, along with the records and files of the Town of Southold,we have determined that a waiver of merger is not necessary. It is our opinion that the property in question is single and separate. Should you or anyone have additional questions, please feel free to contact me at (63 1) 765-1802. Respectfully Yours, Amanda Nunemaker, Plans Examiner J S,dud N Y.B.T.U.P.-8007.a36.30M-Hug.m.ud S,L D=d,wnh Co..+ p w Gnm .Aa.-1ud,riduJ o.Cmpnd— COi1SU.T YOUR LAWYSR 500121 suitma 711) tTRUM47t—TNN§paTRUMtBR$No=N USED BY LAWIYM ONLY. y CIDER&M MM rtr It S I.R.l:, A".J.SQ , THIS INDENTURE,made the I rA day of August ,nineteen hundred and sixty-seven J BE7WEEN ROGER H. DOYLE and ROBERTA F. DOYLE, his wife 67-05 S.W. 53 Street Miami, Florida, 33155 party of the first part,and JOHN A. CASSIDY and HELEN F. CASSIDY, his wife 25-14 83 Street - Jackson Heights, New York 4 • party of the second part, 1 WffNESSELI•I,that the party of the first part,in consideration of TEN and 00/100($10.00)--------------T-------------------- dollars, lawful money of the United States, paid by the party of the second part,does hereby grant and release onto the-party of the second part,the heirs or TM successors and assigns of the party of the second part forever, Q t� �ttta g ALL that certain plot,piece or parcel of land,with the buildings and improvenints A oeSn$rectej to t� 1 t lying and being Rpffe north of the Village of Southold,/County of Suffolk and State of New york, being more particularly bounded and described o. as follows: a BEGINNING at a stake set on the southwesterly line of Mill 0 e0 Creek Drive at the northwesterly corner of land conveyed by Henry J. Smith to Roger H. and Ruberta F. Doyle, his wife by deed dated August 3, 1949 and recorded in the Suffolk County Clerk's Office in Liber 2977 of deeds at page 594; running along said land conveyed by Henry J. Smith to Doyle South 16" 12' 2011 West 167.1 feet to the curved northeasterly line of said Mill Creek Drive; Thence westerly along said curved northeasterly line of Mill Creek Drive on a curve to the left having a radius of 137.0 feet, a distance along said curve of 59.68 feet; thence along other land of Henry J. Smith,2 courses as follows: (1) North 32" 04' 0011 West 150.0 feet; (2) North 54" 531 4011 East 146.56 feet to said southwesterly line of Mill Creek Drive; thence along said southwesterly line of Mill Creek Drive 2 courses as follows: (1) South 58" 22' 5011 East 70.29 feet; (2) South 68" 221 4011 East 4.0 feet to the point of beginning. TOGETHER with all the right, title and interest of the party of the first part, if any, in and to the public highways lying in front of and adjacent to said premises and to the centerline thereof. SUBJECT TO the following covenants and restrictions:- 1. There shall be no outside toilets or outhouses erected. AN adequate septic tank or cesspool shall be erected to take care of the sewerage disposal. 2. That neither of the said parties of the second part, nor their heirs or assigns shall or will manufacture, sell or cause or permit to be manufac-ture,d or sold, on any portion of the premises hereby to be conveyed, any goods or merchandise of any kind, and shall not carry on or permit to be carried on, on any part of said premises any trade business or profession whatsoever, or any boarding house. (continued) LIKERE OU RUL$ 3. That no building or structure above or below the surface ther than public utility pipes or lines, shall be erected within ten eet of any boundary line. 4. No fowl, animals or livestock shall be kept on said remises other than domestic pets. 5. That no dwelling house costing less than $3,000.00 shall e erected on said premises unless the plans are approved in writing y the party of the first part. 6. That not more than two(2) dwelling houses or cottages shall be erected on the said above described premises. 7. That the said covenants are declared to be and shall be covenants attached to and running with land. Thest psaid restrictions may be released or altered by the party of the at any time. l BEING AND INTENDED TO BE the same premises conveyed by deed dated May 22, 1951 — Henry J. Smith to Roger H. Doyle and Ruberta F. Doyle, his wife and recorded June 18, 1951 in Liber 3228 page 12 Suffolk County Clerk's office. - f wCB2 J1.dnd N.Y K.I.U.F.,in 8002• - ;Bargi,n Ind Sile D•redc.wi,h C'-avznmo Sga,n�t Gant.,i Aas—Inds,dml or Cocpontion(s,ngle rhea) CONSULT YOUR LAWKER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. ,E►s .953-AGE2'78 01594 nM INDEMXJRE,made the 20 day of June ,nineteen hundred and eighty one BETWEEN HELEN F. CASSIDY, residing at. 25-14 83rd Street, _ Jackson Heights,-New York party of the first part,,and JOANNE BERGER, residing at 210 Second Street, Hicksville, New York DISTRI 6_OY party of the second part, 8 12 17 21 WrI NESSEM,that the party,of the first part,in consideration of Tea Dollars and other valuable consideration paid by the party of the second part,-does hereby grant and release unto the party of the sedond part,the heirs or successors and assigns of the party,of the second part forever, ALL that certain plot,piece-or parcel of land,with the buildings and improvements thereon erected, situate, lying and being its north of ,the Village of Southold, Town of Southold, _ - ~--- -Couiity of- Suffolk-and -State of'New work,- be!:Tig -mdre'particularly- bounded and described as follows: BEGINNING at a stake set on the southwesterly line of Mill-Creek Drivc r at the northwesterly corner of land conveyed by Henry L. Smith to t Roger H. and Ruberta F. Doyle, his wife by deed dated August 3, 1949 and recorded in the Suffolk County Clerk's Office in liber 2977 of deeds at page 594; running along said land conveyed by Henry J., Smith to Doyle South lfi¢ 12' 20" West 167.1 feet to the curved northeasterly line of said Mill Creek Drive; THENCE westerly along said curved northeasterly line of Mill Creek Drive on a curve to the left having a radius of 67.0 feet, a distance cdong said curve of 59.68 feet; thence along other land of Henry J. Smith, 2 courses as follows: (1) North 32'- 04' 00" West 150.0 feet; O (2) North 540• 53' 40" East 146.56 feet to said southwesterly line of Dill Creek Drive; ji thence along said southwesterly line of Mill Creek Drive 2 courses 1 as follows: (1) South 58% 22' 50" East 70.29 feet; (2) South 68% 22' 40" East 4.0 feet to the point of BEGINNING. BEING AND INTENDED TO BE the same premises conveyed by deed dated A4qust 15th, 1967 — Roger H. Doyle and Ruberta F. Doyle to John A. O dassidy and Helen P.- Cassidy, his wife and recorded on August 22, 196. tc in Deed Liber 6206 page 283 and further conveyed by Deed dated May 7, o� 19.81 by Helen F. Cassidy, individually and as surviving tenant of CO Jahn A. Ca � 2teceased and recorded on May21 1981 in peed_Liber 9001 T,OPr IRR w ngFFiit,title and interest,if any,of,the party of the fust part in and to any streets and _�• roads abutting the above described premises to the center lines thereof;TOGETIiER with the appurtenances acid all;le estate and rights of the party of the first part-in and to said premises; TO HAVE AND TO - IldLD t e premises herein granted unto the party of the second part,the heirs or successors and assigns of z! the party of the-second part forever. oAND the party of the first part covenants that the partyof the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of Nle) the first part uiIl receive the consideration for this conveyance and will hold the right to receive such consid- eration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply F O the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. r O The mord"party"shall be construed as if it read"parties"whenever the sense of this indenture so requires. v_r IN WITNESS WHEREOF the rt of the first v - � pay part has duly executed this dyed the day and year first above (9, 1written. •IN PRESENCE OF: m - • R E C 0 R D E AUGRTHUR'!.-FELICE- , 'l _G_. 14 r7ol Clerk of c•,rr ,. - ' Standard N.Y.B.T.U.Form 8002-8-63—Bargain and Sale Deed with Covenant against Grantors ACES-Individual or Corporarton(stngle sheet) N �u�q�dS�U,ET YOUR LAWYER BEFORE SIGNING Ttt15 INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY. R1d€Rc`!�QSPAGf 5 .--w•-.TkM INDENTURE,made the 7 day of May nineteen hundred and eighty one l3 rWEEN HELEN F. CASSIDY, residing at 25-14 83rd Street, Jackson +" Heights, New York, Individually and as surviving tenant by _ the entirety of JOHN A. CASSIDY, deceased party of the first part,and HELEN F. CASSIDY, residing at 25-14 83rd Street, Jackson Heights, New York _ DISTRICT SECTION BLO�C�K'�'� �L-��OT party of the second•part, iif nlW-9SET14 that the party of the first part,in consideration of.Ten Dollars,.and other valuable consideration • "paia*the=party of the second part,does hereby grant and release into ilii party lof,the secaud part;the heirs or successors and assigns of the party of the second part forever, \l� ALL that certain plot,piece-or parcel of land,with the buildings and improvements tkeroon'erected,situate, lying.and beim�Wt%K north of the Village,of Southold,- Town of Southold, ouxtEy'of `slxffoik -and State of New York', being quote partictilarly a. ounded and described as follows: _ o BEGINNING at a stake set on the southwesterly line of ,Mill Creek Drive a lat the northwesterly-corner of land con�reyed by Henry J. Smith. to Roger . and Auberta F. Doyle, his wife by deed dated August 3, •1949 and recorded in the -Suffolk County Clerk"s Office in Liber 2977 of deeds `' at page 594; (_� running along said land conveyed by Henry J.• Smith to Doyle South 16"• 12' 20" •West 167.1 feet to the curved northeasterly line of said Mill Greek Drive; a tos NCE,westerly along said curved northeasterly line of Mill Creek A Ve on. a curve to the left having a radius of 67_0 feet, a distance a -hong said curve of 59.68 feet;,- e thence`a�ong other land jof Henry J. Smith, 2 courses as follows: (l) North 32- 04' 00" West 150.0 feet; - q( (2) North 54n- 53' 40' East 146.56 feet to said southwesterly line of Mill Creek Drive; ' th nye along said southwesterly line of Mill Creek Drive 2 courses v.i ►) as follows: ' �l) Sout)i 58' 22' 50" East 70.29 feet; (2? South 68* 22' 40" East .4-.0 feet to the.•-point of BEGINNING, BEING AND INTENDED 10 BE the same premises Conveyed by deed dated Cs .August 15t1i, 1967 Roger H. Doyle 'and Ruberta F.- Doyle to John A. �I Cas'sidy and'Helen fi`.- Cassidy,-.his wife and-recor`,derl on August_ --2-2, 1967 in Deed Liber. 6206 page -283. TOGETHER with all right,title.and interest,if any,of the party of the first part of,in and to any streets and toads abutting the above-described'premises to the center lines thereof;TOGETAPIR with the and all the estate and rights of the party of the first part in and to said premises; TO HA AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of V the party of the second partforever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in,any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideiation for this coaveyaape and will hold the right to receive such consid- eration 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 of the cost of the improvement before using air part of the total of ilii.same or any other purpose. The word"party-shall be construed as if it read"parties"whenever the sense of this indenture so requires- W WITNESS WHEREOF,the party of the fast part has duly executed this deed the day and year first above written. hi rRFSENCE OF: - _ IRECEIV [.EA-FES- ATE -V"(- �' ,,w 21 1991 �-"��, L.s'. T 1 s. �'r Fr-R'7 ER TAX yR C 0 R D r b VAY 21 1981ARTHUR_J. FELICE; clerk ci st,4 S.C.T.M. NO. DISTRICT: 1000 SECTION: 135 BLOCK: 3 LOT(S):44 �l•j, wipwFtt/ \ I/P41 NCS PROPOSED \ \ C� !s-*Z STAGING AREA AND CONSTRUCTION MON. \ � ENTRANCE EL 10.0 \✓Y� , R� CONCRIME WASH OUT IN DIE PROPOSED DRIVEWAY. p pfL Py �� se •Q \ .��j� LAND N/F 5 i pgF. S ^ O \ PAUL & JO ANN MARKWARD7 ���• �Q�OQ ` EL 9.6 / •��,Se8 \ O W 10. / b/iy , DWELLINGS ?� 10/ 8 D A S�DEEP �H ¢00;go W/PUBLIC WATER 1r. /v/ �A PI f- 150' p(P MON. EX 10.5 G� ;;`'•:`�96�•:..\�� to tp PROPOSED 4 A�' / F�'� •.'CA' 46q��iL1''^`w��L�� SANITARY SYSTEM BEDROOM COVERED tp 1,200 GAL. S.T. RCHS (6) 8'DWx2'DEEP POOLS ��j ;•,, �;":'I;:.,OJ, O � POOR MATERIAL 70 BE REMOVED. LEACHING POOLS 70 BE BACKFILLED WITH 3MIN ti COLLAR OF CLFJNI COARSE SAND. LAND N/F ' (11.0) t't•,'SHO'`Z JCCi,1,c4i ,.,, 11.0) 19•S90 OF MAASTRO RD LLC EL 9.2 "':•`FC(i?S, ;'r;++++."%'. 1 / MON. 'SO. 'SJ > / LANDOFN/F I STEVEN MANIGAUL7E WOODSOIL �•'�./ y7 DEPR AREA8'DOW STOOP �� xF70EEP 4F DWELLINGS W/PUBL510C,WATER 50'MIN. DO SEN KEEP SEDIMENT$ T ON SITE HAY BAIL AND/OR SILT FENCING LAND N/F w OF PROPOSED LIMIT GEORGIA DUMAS 2010 OF DISTURBANCE t IRREVOCABLE TRUST / a `ter 11% 2? DWELLINGS Ln a ny � W/PUBLIC WATER150' _ u' ��* g All t o O ' Q W o CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED DRAINAGE CALCULATIONS: Ib w 3/4"STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. A) DWELLING FOOTPRINT W/COVERED PORCH-1,773 SOFT. 1773 x 0.166294.32 < 295e! REOUIRED O (1) B'DIA x 7' DEEP ORYWELL-295e! PROVIDED "Q O. B) DRIVEWAY-1,060 SOFT. 1,060 x 0.166- 176e! SILT (1) B'DNA x 5' DEEP DRYWELL- 211e! PROVIDED EL 8.0SCREEN SCBE FN C_EC?IDN MON. DEDTEXIILE FABRIC �O• L 9.68 WOOD OR MEPPORT TAL - --- -- - ---- - - - - FIA9_OnEC11pN 0� MON. BAOC EXCAVATED AND Zy NCH Exsnwe eaeouRD h ry ,Oh �wATE=MAIIy "S - - Qtin°j' , �gE� 1� ILL ' r xlMlgw �-W7Egi jNGS UBLIC WATER TYPICAL ORYWELL CROSS SECTION C.I. LOCKING (CONIC. PRECAST COMPONENTS) COVER i0 GRADE FINISH GRADE D'SLAB FDR Naq_TRAWIC BEARING FFL(12.5) Z W SAB FOR TUFA:BEARING HE DUTY ELEV. 9.6 JE 2 APPROM EW PIPE CAM ROM FRAME AID APPROW:D Dunn FWE BNF.I•DIA. CaMER ro aRAa[ TD EXPAx9a+RPIDS OL OR BROWN 1/4"-FT. /8"-FT.`� 6bCOVER PITCHEDNS/N ��oNf/I.LOAM 66" SLAB (9.5) ®'00a❑ INVERT JL7 O 0 BROWN INVERTCL SANDY CLAY (9.87) (9.08)BROWN 3'O' 8'0 3' COLLAR FOUNDATION SC CLAYEY WALL MI POOL CLEAN SAND COARSE • SAND & CH WATER 4'1, 3'MIN 1 -7 GRAVEL IN GREYISH BROWN USE 4" DIA. APPROVED SEWER PIPE CLAY SAND 1000 GAL. PRECAST S.T. (7.5) XMI�N• 8' COLZ BACK FILL MATERIAL TO BE 41' WATER IN N I CLEAN SAND AND GRAVEL SW FINE i0 HIGHEST GROUND WATER EL 5.5 COARSE SAND —47' APRIL 6, 2007 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL McOONALD GEOSCIENCE LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 22,539.87 SQ.FT. or 0.52 ACRES ELEVATION DATUM: NAVD88 ------------------------- UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION 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 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION 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 THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED T0: JEC HOMES OF THE HAMPTONS; MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design { P.O. Box 153 Aquebogue, New York 11931 FILE # 16-184 SCALE: 1"=30' DATE: OCT. 20, 2016 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. lloychuk dew c. S.C.T.M. N0. DISTRICT: 1000 SECTION: 135 BLOCK: 3 LOT(S):44 �R%v �,�,� A`` �NS '�y'O �d �AL�.Q��OCx1N 446 of.V :5P,5r,i n c,41 DSS PROPOSED STAGING AREA AND CONSTRUCTION MON. ERN&SEDIMENT CONTROLS ENTRANCE EL 10.0 r4 \y4T / '7,•R \mak Shall include but not be limited to: CONCRETE WASH OUT AREA well maintained Construction Entranc Wire Backed Silt Fencing, stabilization &• LAND N/F �� / °y�,a j O \ PAUL do JO ANN MARKWARDT � ;e '� , >o \, Seeding of exposed and/or inactive soil$. EL 9.05 i 4iy '��se8•�zx DRAINAGt;INSPECTIONS ARE REQUIR D DWELLINGS �� �` �80RY DEEP *1 �'1' F,rp pl ¢� ¢Oy�ontact TOS En W/PUBLIC, WATER >:. a o) , Engineering at 765-156Q b fore Iso 4, 4A �( EXP 10.5 MON. Backfill, OR Provide Engineer's Certifica ion 40 4o that the drainage has been installed to ode. 4A PROPOSED 4 BEDROOM ;.AA �''`• " SANITARY SYSTEM .AIS y0• ;:;..,F�Yj A:::': COVERED 40 1,200 GAL. S.T. oy3 p..;;�+.w:...:::!SJ.;.':, RCH S (6) B'DIA&DEEP POOLS 'a �,',1,.;.;;OJ, C„ POOR MATERIAL TO BE REMOVED. A' '` '`'`>:• `"•y,;;/� Q LEACHING POOLS TO BE BACKFILLED WITH 3' MIN ,.`?;t,,,,t;r,,,r8%.;,, ID'MIN S ti COLLAR OF CLEAN COARSE SAND. �sr per,} .'•,;':'..••:,;;:y:;::;.;,;•••:: T LAND N/F (11.0) ?�'O'`Z%�,1G'Q�i 'Y'+.' t11.0) ?9,,1r m OF MAASTRO RD LLCEL 9.2 t;:; :' �Yi?ss� y j / LAND N F / MON. JL, OF S,..,;;,,':'.J ;.... .•::..,'h I STEVEN MANIGAULTE WOOD a / ;=D AREA STOOP . 8 DLU7�DEEP,v DWELLINGS APPROVAL OF STORMWATER MANAGEMENT (11.0) w/Pue50, w`Er£ONTROL PLAN -TO Code r2 5 Dater(� �o Approved OSIITO SEDIMENT ON ITE HAY BAIL AND/O LAND N/F zSILT FENCING ' PROPOSED LIMIT 2 GEORGIAO DUMAS 2010 OF DISTURBANCE 3 \IRREVOCABLE TRUST DWELLINGS N W/PUBL'IC WATER f- 150' "N & o l Q N ('CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED DRAINAGE CALCULATIONS: b W 3/4"STONE BLEND OR N.Y. STATE O.O.T. APPROVED R.C.A. i `Y FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. A) DWELLING FOOTPRINT W/COVERED PORCH-1,773 SO.Fr. �a y 1773 x 0.166294.32 < 295dREOUIREO O (1) 8'0IA x 7' DEEP DRYWELL-295C(PROVIDED •Q B) DRNEWAY-1,060 SOFT. O� 1,060 x 0.166- 176er EL 8.0 TVPICN sar (1) 8'Du x 5' DEEP DRYWEL 2114 PROVIDED SCREEN SECTroN MON. GEOTECRE FABRIC _ � .00 _ . GSUPPMET - — rLar_G�C110N._., �0� MON. EXCKMTED ANDSACKFILLED TRENCH V i 1t E30STM GROUND "�� EES �RrVE-Aw"� Cg .. - 1LL r.VAMP ENGS �— LIBLIC WATER TYPICAL DRYWELL CROSS SECTION C.I. LOCKING (CONC. PRECAST COMPONENTS) COVER i0 GRADE (11.0) FINISH GRADE 6•sue ran NON_TWM BID~ FFL(12.5) Z e•sue MR TWFIC ewuNG NEW Om ELEV. 9.6 t'MIN-2'MAX z Z APwm.EG R40 PIPE CAST x10N FWAE AND APPRaw OUMT PIPE xa 4•M% WYER ro GR.o[ To ExPly yoN Ru/Gs OL DR BROWN 1/4"-FT. OAII 1/8"-FT47;.AT '� bPITCHED acwo1/8/1• 6 COVER LOAM 6 AB (9.5) ® 0 I�i3❑ NVER7 BROWN INVERT- (9.66)INVERT ME:] E30t CL SANDY CLAY (9.87) (9.16) . —3.0' FOUNDATION FLOW BROWN COLLAR SC CSO WALL BAFFLE MI • POOL CLEAN .COARSE ' " 2 SAND &CH WATER —4.1' TANK 3'MIN ' —7 GRAVEL IN GREYISH BROWN USE 4" DIA. APPROVED SEWER PIPE CLAY SAND 1000 GAL. PRECAST S.T. (7,5) 13' MIN. 8' —41' - N I LEAN FILL LND AND GRAVE BE WATER IN SW FINE TO HIGHEST GROUND WATER EL 5.5 COARSE SAND '47' APRIL 6, 2007 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL McOONALD GEOSCIENCE LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS AREA: 22,539.87 SQ.FT. or 0.52 ACRES ELEVATION DATUM: NAVD88 _______________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION 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 PERSOM FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION 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 THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE 'STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JEC HOMES OF THE HAMPTONS; MAP, OF: FILED: SITUATED AT: SOUTHOL'D TOWN OF: SOUTHOLD I KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY,; NEW YORK Professional Land Surveying and Design � ,}� P.O. Box 153 Aquebogue, New York 11931 PHONE (631)298-1588 FAX (631) 298-1588 FILE 111184 SCALE: 1"=30' DATE: OCT. 20, 2016 - N.Y.S. NO. 050882 maintaining the records of Robert J. Hennessy & Kai M. Woychuk I I — r S.C.T.M. NO. DISTRICT: 1000 SECTION: 135 BLOCK: 3 LOT(S): 44 \ •\ � � Sp �qFR EXCAVATIO14 9MSP MN RECURM MON . p�� Ss FOR SANITARY U E T2s \ 0.0 �V HEALTH DEPARTMENT LAND N/F r\ �� pS�p pR 10OF 2�• \ j PAUL & JO ANN MARKWARDT ���. a e�pe °O EL 9.6 / \ rr. /1,01 Mist. Se80 �2 DWELLINGS tv MSN 4.00,40- W/PUBLIC WATER /v Q'p PIPE f- 150 (t t.0) � Cp EXP MON. Q EX EL 10.5 X99•�• /� LA Cp . o;- N PROPOSED 4 BEDROOM 0 O�'-41624 FF /-p SANITARY SYSTEM' e� COVERED (p 1,200 GAL. S.T. SJ ORCH (6) 8'DIAx2'DEEP POOLS � / �OJ, POOR MATERIAL TO BE REMOVED. B• 10'MIN $ LEACHING POOLS TO BE BACKFILLED WITH 3' MIN COLLAR OF CLEAN COARSE SAND. LAND N/F (11.0) 4.1016 (11.0) 2Q s, m •`(. 4 MAASTROF RD LL MON- EL 9.2 F4 i2 J.�,' �y t S LAND N/F O OF STEVEN MANIGAULTE WOOD STOOP DWELLINGS W/PUBLIC WATER 00 LAND N/F OF GEORGIA DUMAS 2010 (9':�tr�LK COUN g e DEPAC'`t�JIENT OF HEALTH SERVOCES IRREVOCABLE TRUST ' DWELLINGS v' PEPwT F(7Iz AP?n'VAL.Or CONSTRUCTION FORA W/PUBLIC WATER �— 150' tV0 SHIT G y l FAN,,I_F Y R-S1.XNCE 0NLY CV so EL 8.0 + • ' MONaa XPIRES THF+rE YEARS FROM DATE Or APPROVAL MON. .� ~ per^ 10a2 •�• ''�wArER h' �� DRIVE N �ZL DWELLINGS VI/PUBLIC WATER �- 150'-� C.I. LOCKING COVER TO GRADE (11.0) FINISH GRADE ELEV. 9.6 FFL(12.5) z OL OR BROWN 1-MIN-2'MAX Z LOAM 1/4"—FT. O'MI +� 1/8"—FT..- � —1.0' 6 COVER 6 COVER 6 (9.5) CL SABNDYWCLAY rFLOW RT =' 6' SLAB INVERT--� —3.0' 6)INVERT INVERT BROWN (9.87) (9.16) (9.08) SC CLAYEY Wo 3' COLLARSAND FOUNDATION POOL CLEAN CH WATER —4.1' WALL BAFFLE MI • COARSE • " 2-SAND &IN _ GREYISH TANK 3'MIN 1 —7 GRAVEL RE ERECEIVE BROWN CLAY SAND USE 4' DIA. APPROVED SEWER PIPE 1000 GAL. PRECAST S.T. (7.5) NOV U 2 2U"15 — 41' Z WATER IN 4 SW CIOARSE EAT 1'jE�'4i'IC�S SANG —47' HIGHEST GROUND WATER EL 5.5 �&ss_ sT+�APRIL 6, 2007 THE WATER SUPPL £ELS AND—&£S5P_QO MCDONALD GEOSCIENCE LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 22,539.87 SQ.FT. or 0.52 ACRES ELEVATION DATUM.• NAVD88 _______________ UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS 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 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION 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 THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JE,C HOMES OF THE HAMPTONS; MAP OF: FILED: SITUATED AT: SOUTHOLD Y, r TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 16-184 SCALE: 1 =30' DATE: OCT. 20, 2016 PHONE (831)298-1588 ' FAX (831) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. 1loychuk t I I S.C.T.M. N0. DISTRICT: 1000 SECTION: 135 BLOCK: 3 LOT(S): 44 l �lll �Ue`</SGS PROPOSED7SOC 1y9 STAGING AREA AND CONSTRUCTION \ MON. ENTRANCE EL 10. � 4 ja CONCRETE WASH OUT AREA ' / , B ry s , \ .�j ED IN BED OF PROPOSED DRIVEWAY. / 7C `1•,( LAND N/F PAUL & JOOF ANN MARKWARDT ��6y6 /,?,F �a --t / ��' >0 \ \ � MAR 1 6 2017 % EL 9.6 O 1700, DWELLINGS °'� �\ 8DIAN DEEP '��" �N Fkp PI 4 R00'40 BUILDING DEPT. W/PUBLIC WATER 't' 1,\ 0) / 150 �j4A MON. TOWN OF SOUTHOLD �— IN � Q / EXP EXP 0.5 \ N\ lAo C,o -, 4p 4A PROPOSED 4 -41 N s s ;• /02� J SANITARY SYSTEM ROOM .:. .:. COVERED <p 1,200 GAL. S.T. 01615 p: titi .. Q ORCH S (6) WDIAx2'DEEP POOLS ��J ••`�� , Off, 0. POOR MATERIAL TO BE REMOVED. .Fpm / t-JS, S+ p LEACHING POOLS 70 BE BACKFILLED WITH 3' MIN " ' 4 .t/p- �••• B::: 10'MIN 1 COLLAR OF CLEAN COARSE SAND. LAND N/F I (11.0) ....... .. . .... ' DB 2�0�i .: 11.0) ?95co OF MAASTRO RD LLC . ',�y LAND N/F EL 9.2 :. / MON. -0%......• '..... OF STEVEN MANIGAULTE WOOD \ PROPOSED SOIL STOOP . � A7DSTOCK PIPE AREA 8DIEEP� DWELLINGS (tt.o) W/PU6550C'WATER y O Jt+ / 50'MIN. 00: SEDIMENT ON SITE HAY BAIL AND/OR SILT FENCING LAND N/F w OF PROPOSED LIMB w GEORGIA DUMAS 2010 OF DISTURBANCE t IRREVOCABLE TRUST / a O: 3 a � DWELLINGS N MX U.W/PUBLIC WATER f 150' 0 411 z CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED DRAINAGE CALCULATIONS: �`+ Cp °1 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. A) DWELLING FOOTPRINT W/COVERED PORCH-1,7713 SQ.Fr. SCS \ A n 1 1773 x 0.166=294.32 < 295cf REQUIRED O (1) WDW x 7' DEEP DRYWELL=295cf PROVIDED '00+ D B) DRIVEWAY=1,060 SQ.Fr. TYPICAL SILT 1,060 x 0 166= 176cf EL 8.0 SCREEN SECT ON (1) 8'DIA x 5' DEEP DRYWELL= 211cf PROVIDED V MON. GEOTEXRLE FABRIC SUPPORT POSTS oo, Lc59.68' FLOW DIRECTION WOOD OR METAL _ ----_ — �_ 4,1CN. FXCAVATED AND_ V _ ________ _ __ _ _ _ _ _ -6ACKFlLLEO TRENCH Gj EMSTING GROUND WATER 5 h•TV �•�j 1'' DRIV MAliy �}s Ell SINGS ELEV. 9.6 � UBLIC WATER TYPICAL DRYWELL CROSS SECTION OL DR BROWNC.I. LOCKING (CONC. PRECAST COMPONENTS) LOAM COVER 70 GRADE —1.0' (11.0) FINISH GRADE B'SLAB FOR NON-TRAFFIC BFAR NG FFL(12.5) e'sue FOR TRAFFIC eTFATaNG BROWN Z CAST IRON FRAME AND APPROVED OURET PIPE HFAVr DUTY CL SANDY CLAY 1'MIN-2'MAX ? APP2 AM -oIX r PIPE cavER TO GRADE ro EXPANS ON RINGS —3.0' 1/4"-FT. O"MI 1/8"-FT. 'o PRONED T/a'/T' FTR�WNm T/e%T' BROWN 6 COVER 6 COVER -SLAB ® 0 O❑❑ SC CLAYEY 6" SAND 6 NVERT `^ (9.5) S CH WATER —4.1' INVERT0 1:10 IN (9.87) (9.66)I(9.16 INVERT GREYISH (9.16) FLOW 8' BROWN FOUNDATION 0 3' COLLAR CLAY WALL BAFFLE MI POOL CLEAN .COARSE V-7-SAND ^ 2 SAND & TANK 3'MIN GRAVEL —41' WATER IN SW FlNE 70 USE 4" DIA. APPROVED SEWER PIPE COARSE SAND —47' 1000 GAL. PRECAST S.T. (7.5) 3' MIEN. �— g' Z CO APRIL 6, 2007 N I BACK Fl MATERIAL TO BE McDONALD GEOSCIENCE CLEAN SAND AND GRAVEL HIGHEST GROUND WATER EL 5.5 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS FOUNDATION LOC. 03-08-17 AND OR DATA OBTAINED FROM 077-IERS AREA: 22,539.87 SQ.FT. or 0.52 ACRES ELEVA77ON DATUM: NAVD88 __________________ UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION 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 77-1E SURVEY IS PREPARED AND ON HIS BEHALF TO 774E 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 774E S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL S7RUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUEYURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: JEC HOMES OF THE HAMPTONS; MAP OF: FILED: SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 PHONE (831)298-1588 FAX (631) 298-1588 FILE # 16-184 SCALE: 1"=30' DATE: OCT. 20, 2016 N.Y.S LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk �- 110V--2_5-6 CARLISLE Rm TE Description R-Tech is a high-performance, rigid insulations consisting of a superior closed-cell lightweight and resilient expanded polystyrene (EPS) with advanced polymeric laminate facers. R-Tech is ;'� available with factory laminated metallic reflective facers, white facers or a combination of the two. The core of R-Tech is the same high-quality EPSi> � mom _�j. --' '•:„ '�` as our InsulFoam insulations and meets or -_;t d r€, exceeds the requirements of ASTM C578 " .. Standard Specification for Rigid, Cellular _ Polystyrene Thermal Insulation. R-Tech has University of Alaska at Fairbanks excellent dimensional stability, compressive strength and water resistance properties. R-Tech Benefits is an ENERGY STAR®qualified insulation and Insulfoam is committed to ensuring that can contribute towards LEED®credits. R-Tech Insulation products comply with Uses the current editions of the 2012 R-Tech has been used successfully for numerous International Building Code (IBC), commercial, industrial and residential applications. International Residential Code (IRC) and The following are examples of the many R-Tech International Energy Code (IECC). applications: R-Tech is listed with numerous agencies • Siding Underlayment • One-Coat Stucco for compliance with building codes such • Basement Walls • Below Concrete as: • Cavity Walls Slabs ♦ Underwriters Laboratories ULEX • Crawl Spaces • In Floor Radiant report ER14313.01; NFPA 285 - Heating Standard Fire Test for Evaluation of Advantages Fire Propagation Characteristics of • Labor Savings Available in 4' x 8' panels and Exterior Non-Load-Bearing in 100 ft2 (one-square) and 200 ft2 Assemblies Containing Combustible (two-square) bundles, and is lightweight Components enough that the average contractor can carry ♦ Underwriters Laboratories 400 ft at one time. Categories: • Environmentally Friendly. R-Tech does not * TGFU (Roofing) contain any ozone-depleting blowing agents, * QORW (Polystyrene Thermal may contain recycled material and the foam Insulation, Rigid Cellular Type core is 100% recyclable. +ASTM C578 • Stable R-value. The product's thermal ♦ Florida Department of Business & properties will remain stable over its entire Professional Regulation FL14328-R1 service life. There is no thermal drift, so the ♦ Miami Dade County Florida - product is eligible for an Insulfoam 20-Year NOA No.: 14-0311.07 Thermal Performance Warranty. ♦ Canadian Construction Materials • Water Resistance. R-Tech facers provide a Centre—CCMC Evaluation Listing surface that is virtually impervious to moisture. Number 13548-L • Insect and Mold Resistance. R-Tech can be ♦ Factory Mutual FM Approvals manufactured with an inert additive that deters (Roof Nav). termites and carpenter ants. R-Tech does not ♦ ICC-ES - Evaluation Report ER 1788 sustain mold and mildew growth. Engineere''EPS Nationwide Manufacturing Toll Free: (800)248-5995 www.insulfoarri.com Versatile-Durable-Sustainable 1 4/28/2015 - --- - -- - - - - - ---- - -- -- -- - -- --- --- - cunusce E H INSTALLATION INSTRUCTIONS The following instructions are provided for ► the installation of InsulFoam R-TECH „ insulation. These instructions provide guidance and do not cover all aspects related to the installation or use of insulation products in a structure. Check to ensure that the installation complies with the applicable code requirements such as thermal and ignition barriers. Local building- codes may have requirements for thickness Do not install or use InsulFoam R-TECH and R-value of the insulation, vapor insulation products with coal tar pitch, highly retarders, interior thermal barriers and finish solvent extended mastics, or solvent-based materials, exterior weather resistive barriers and claddings, ventilation, insulation in adhesives without adequate separation. adjacent areas, caulking and sealing, and Insulfoam-a division of Carlisle Construction other items. R-TECH insulation is not Materials Inc., does not make any warranty required to be installed by a trained or with respect to suitability of adhesive products. certified installer. As the installer, you are Please check with the adhesive manufacturer solely responsible for the proper installation to confirm the compatibility of their adhesive/ of all materials, following product label sealants with expanded polystyrene (EPS) and instructions and or using proper safety specific applications. precautions during installation to avoid R-TECH insulation should not be installed in injury. Insulfoam is not responsible for applications were the temperature exceeds building design and accepts no 167°F (750C). Protect the R-TECH from direct responsibility for the performance of its contact with hot objects and sources of products resulting from improper building ignition. design, construction faults, or defective installation workmanship. Tools Needed Adhesive and sealant solvents, which attack s Power Drill ♦ Tape Measure InsulFoam R-TECH rigid insulation include * Saw • Utility Knife esters, ketones, ethers, aromatic, and ♦ Straightedge aliphatic hydrocarbons and their emulsions, • Hammer among others. lnsulFoam R-TECH • Nail and/or pneumatic Staple Gun insulation is not to be placed in contact with (minimum 6d ring-shank nails and materials (or their vapors) of unknown 15/16" diameter plastic washer or composition, pretest for compatibility at minimum 1.0" wide crown staples) maximum exposure temperature. o Caulk Gun ADHESIVE TYPEProtective Gear SUBSTRATE APPLICATION RATE [TUBE] ♦ Work Gloves WOOD URETHANE 1/4"BEAD-16"OC • Loose-fitting, long-sleeved shirt METAL URETHANE 1/4"BEAD-16"OC • OSHA-approved safety glasses Disposable dust respirator (NIOSH or CONCRETE URETHANE 1/4"BEAD-16"OC MSHA approved) Engineered EPS Nationwide Manufacturing Toll Free: (800)248-5995 - www.insulfoam.com 2 4/28/2015 CA/2L/SLE RmTE H- - -- - - Exterior Application (above grade)- After INSTALLATION INSTRUCTIONS completion of steps 1-6 ensure all flashings are installed around openings and penetrations in APPLICATION OF INSULFOAM compliance with the applicable building code. R-TECH TO A CONCRETE V!/ALL: Install exterior cladding per manufacturers 1 Remove any obstacles or debris from the Instructions. wall and area of work that may interfere with Exterior Application (below grade): the attachment of the boards. Follow steps 1-3. Waterproof or damp-proof 2. Cut the boards to match the wall height. walls with EPS compatible products in Note: Cut the boards as needed to fit tightly compliance with the applicable building code around pipes, ducts, vents, openings or similar prior to installation of Insulfoam RJECH objects Cracks and openings should be sealed insulation boards. Press/hold the board firmly with compatible caulk and/or sheathing tape to to the wall. Back-fill and complete final grade. provide air seals. TYPICAL INTERIOR WALL APPLICATION 3. Install termination fixtures as required. Examples include corner braces dripedges, ` p I 9 e CONCRETE MASONRY WALL ���••'�� —,i-'�YI xp5M window flashings and wall reglets. --��-, •% •P-;E ji cH 4. Using Expanded Polystyrene (EPS) ` T� compatible adhesive, apply the adhesive to the wall, or directly to the board, in vertical beads approximately 12" apart. _ ", ,p.Gtl 5. Press/hold the board firmly to the wall. 6. Position wood battens at 16 or 24 on center7 GYPSUM WALL BOARD spacing (vertically or horizontally) over the i WOODEN FURRING STRIPS—(16"•24"OC) R—TECH INSULATION BOARD boards and attach using concrete fasteners EPS COMPATIBLE ADHESIVE through the battens and Insulation Into the (VERTICLE BEADS APPROXIMATELY 12"APART) concrete wall. Note: Wood battens must be TYPICAL EXTERIOR BELOW GRADE WALL APPLICATION pressure treated when used below grade or EPS COMDANPPRPATIBL OR WATERPROOFING AATING y`OF' When in direct Contact with concrete. CONCRETE FOUNDATION WALL 7.,Interior Application: After completion of steps Install a code compliant the-rmar, cH ri r S such as 1/2" gypsum board if required, to the '�.� - battens per the requirements of the applicable building code. C: CONCRETE FOOTING R-TECH INSULATION BOARD Disclaimer of Liability 'Technical Information contained herein Is furnished without charge or obligation and Is given and accepted at recipient's sole nsk Because conditions of use may vary and are beyond our control,Insulfoam-a division of Carlisle Construction Materials Inc,makes no representation about,and is not responsible or liable for the accuracy or reliability of data associated with particular uses of any product described herein Nothing contained in this document shall be considered a recommendation Customer Is responsible for determining whether products and the Information in this document are appropriate for Customer's use and for ensuring that Customer's workplace and disposal practices are In compliance with applicable laws and other government enactments 3 4/28/2015 R-=T_EC._H " INSTALLATION INSTRUCTIONS 5. Press/hold the board firmly to the wall. APPLICATION OF INSULFOAM After completion of steps 1-4 ensure all flashings are Installed around openings and penetrations R-TECH TO A CONCRETE WALL: in compliance with the applicable building code. TYPICAL EXTERIOR/CAVITY WALL ABOVE GRADE 6 Install exterior cladding (veneer) over the in- STONE SLAB VENEER/REINFORCED CONCRETE sulated wall surface. BLOCK Applications which incorporate a dead air space/ 1. Remove any obstacles or debris from the cavity; refer to the R-TECH cavity wall wall and area of work that may interfere with instructions. the attachment of the boards. 2 Cut the boards to match the wall height. WALL DETAIL-STONE VENEER CLADDING Note: Cut the boards as needed to fit tightly around veneer anchors, pipes, ducts, vents, VERTICLE or similar objects. Cracks and R TECH INSULATION REINFORCING openings J ADHERED TO CMU BAR INGROUTED openings should be sealed with compatible WITH EPS COMPATIBLE CELLS caulk and/or sheathing tape to provide air ADHESIVE CONCRETE _ seals. MASONRY UNIT 3. Install termination fixtures as required. (CMU)- Examples include corner braces, drip edges, R TECH INSULATION t` .xba. a a�: window flashings and wall reglets. ABOVE AND BELOW �.,� .'. e,. h � ��� VENEER ANCHOR t [ "'' "„x'"'=< _ a• !� ° STONE VENEER 4. Using Expanded Polystyrene (EPS) r compatible adhesive, apply the adhesive to the wall, or directly to the board, in vertical ' VENEERANCHORf � BOLTED TO CMU beads approximately 12" apart. WALL BASE FLASHING DETAIL R-TECH INSULATION ADHERED TO CMU WITH EPS COMPATIBLE * §4k ADHESIVE ”' WATERPROOFING STONE VENEER FLASHING . i MEMBRANE ;;.. CONCRETE FLEXIBLE SEALANT MASONRY UNIT i' (CMU) j,'..- AND BACKER ROD ' § t �R, {' CONCRETE DRAINAGE MAT/WEEP � �; �'�'` FOUNDATION WALL METAL DRIP EDGE i.-.........._.._._—.�_e,....,._ty....,_w:.........r.+v.....,,.--- ,_.�........e .-.._..__r.n.nvw.-..-...+_._, p R --i -, ,..x .r - Y--• -. ....... Disclaimer.of Liabili Technical information contained herein is furnished without charge or obligation and is given and accepted at recipient's sole risk.Because conditions.of use may vary'and are beyond our,control,Insulfoam-a division of Carksle.Construction.Matenals lnc,makes no representation about,and is not responsible or liable for the, accuracy`&reliability of data associated with particular uses of any product,described herein:Nothing contained in this document shall be considered a recommendation Customer is responsible for determining whether products and the information.in this document°are appropriate-for Customer's use and for ensuring that Customer's workplace and disposal practices are in compliance with applicable laws and other government enactments 4 4/28/2015 RmTE1'10"" H " INSTALLATION INSTRUCTIONS 4 APPLICATION OF INSULFOAM Exterior Application (above grade)- RJECH TO A WOO® FRAME® After completion of steps 1-6 ensure all EXTERIOR WALL: flashings are installed around openings and penetrations in compliance with the applicable 1 . Remove any obstacles or debris from building code. Install weather resistive exterior the wall and area of work that may interfere cladding materials according to manufacturers with the attachment of the boards. installation instructions Openings such as Note: The wall to receive the board must be windows and doors shall be flashed as shown braced or sheathed in compliance with the in the window details of these instructions applicable building code. 2 Cut the boards to match the wall height. Note: Cut the boards as needed to fit tightly TYPICAL EXTEIOR-WOODEN around pipes, ducts, vents, openings or STUD WALL APPLICATION similar objects. Cracks and openings should be sealed with compatible caulk and/or sheathing tape to provide air seals. - 3. Install termination fixtures as required. Eu� Examples include corner braces, drip f:t, >a• ,: " edges, window flashings and wall reglets. 4 Press/hold the board firmly to the wall. Note:All edges of the InsulFoam R-TECH insulation board must be supported by the R ; p• F• s wood studs. r S ,2, 5 Attach using corrosion-resistant 1 wide 3 I ,� crown staples through insulation and into I ; z the wood studs with a minimum 1" ~ _# g ExTERIORWEATHER penetration. Fastener spacing must be no t RESISTANT CLADDING greater than 6" on center. Staples - shall be galvanized steel, not less that 16 gauge and with a minimum 1" wide crown. POLYGARD 136 TAPE OR CODE COMPLIANT SHEATHING TAPE 6. Apply Insulfoam Polygard 136 tape or STAPLES r` sheathing tape over fastener heads, board V WIDE CROWN joints, and corners If a weather resistive barrier is desired. Disclaimer of Liability Technical Information contained herein,is furnished without charge or obligation and is given and'accepted at recipient's sole risk Because conditions of use may vary and are beyond our control,'lnsulfoam-a.diGision of Carlisle Construction Materials Inc,makes no representation about,and is not responsible or liable for the accuracy or reliability of data associated with particular uses of any product described herein Nothing contained in this document shall be considered a 'recommendation Customer is responsible for determining whether products and the information in this document are appropriate for Customer's use and for ensuring that Customer's workplace and disposal practices are in compliance with applicable laws and.other government enactments 5 4/28/2015 - - - ---- -- -- - - -- - --- - - --- -- - -- G4RLlSLE RmTECH " INSTALLATION INSTRUCTIONS APPLICATION OF INSULFOAM R-TECH TO A WOOD FRAMED WALL; TYPICAL WINDOW INSTALLATION STEP 1 TOP VIEW 1' g CODE COMPLIANT FLASHING TAPE- WINDOW ICC-ES-AC 148 j ROUGH OPENING STEP 2 K=. 7 r 6" MIN I - ------• +ao l.=.a MW„a.,ma STP:.._ ( - — --- -.__._ POLYGARD 136 TAPE STEP 3 STEP 4 STEP 5 STEP 6 R TECH' ! R TECH ; R TECH° I RTECH' WINDOW - I' F s I I .�_.__3 0^.»--- `,,lj.s''E�: -----• 0 .v-- �(j�,..c;== i I -,.—._� ��:= ,Ziac.',�"...' � � _..,..,_ - -....u.�.. .: .....I EXTERIOR CLADDING Disclaimer of Liability Technical information contained herein is furnished without charge or obligation and Is given and accepted at recipient's sole risk Because conditions of use may vary and are beyond our control,Insulfoam-a division of Carlisle Construction Materials Inc,makes no representation about,and is not responsible or liable for the t accuracy or reliability of data associated with particular uses of any product described herein Nothing contained In this document shall be considered a recommendation Customer Is responsible for determining whether products and the information in this document are appropriate for Customer's use and for ensuring that Customer's workplace and disposal practices are In compliance with applicable laws and other government enactments 6 4/28/2015 ' ' a C4RL/5LE - Q r For over 20 years, Insulfoam has been enabling building professionals to construct high-quality building systems at a minimal cost. Insulfoam— a division of Carlisle Construction Materials Inc., (NYSE: CSL), is one of the largest building material companies in the country. Additionally, other Insulfoam advantages include. • End-to-end consulting. Insulfoam assists with design • Manufactures, delivers, and provides consultative assistance during installation • Dedicated R&D center. cutting-edge of testing and code-compliance (ICC-ES, UL, FM, MIAMI-DADE COUNTY) • Can contribute toward LEED® credit requirements • Long-term thermal warranty coverage E? 1 Insulfoam 5. Insulfoam/Hunter Panels 9 Insulfoam 628 Western Drive 501 S. Emerald Rd 4500 South Frontage Rd. Anchorage, AK 99501-1185 Tooele, LIT 84074 Lakeland, FL. 33815 (907) 279-9407 (800) 735-4621 (800) 242-8879 2 Insulfoam 6 Insulfoam 10. Insulfoam-Technical Ctr. 19727 57th Ave East 12601 East 33rd Ave. Unit 114 17001 Fish Point Rd Puyallup, WA 98375 Aurora, CO 80011-1839 Prior Lake, MN 55372 (800) 248-5995 (800) 735-4621 (800)469-8870 3 Insulfoam 7 Insulfoam 1155 Business Park Drive-Bldg "A" 3401 W. Cocopah St. Dixon, CA 95620-9666 Phoenix, AZ. 85009-6712jj@NAHBNATIONAL (707) 678-6900 GREEN BUILDING (602) 269-2272 PROGRAM" 4 Insulfoam 8 Insulfoam 5635 Schaefer Av 1057 Sunburst Lane Chino, CA. 91710-9041 Mead, NE 68041-9726 `e�Industry ' 't Alliance (909) 591-7425 (800)228-4412Engineered EPS ; Nationwide Manufacturing -Toll Free. (800)248-5995 : www.insbIfoam.com Versatile-Ddrablo-1 Sustainable, 7 4/28/2015 REScheck Software Version 4.6.3 Lvi Compliance Certificate Project PROPOSED RESIDENCE Energy Code: 2015 IECC Location: Southold, New York - Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,742 ft2 Glazing Area 11% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1070 mill creek rd JEC Homes Inc robert higins Southold, NY PO Box 313 Robert Higgins Architect Babylon, NY 11702 Wading River, NY 631-208-3351 rarchibob@aol.com Compliance -6.6%-Better Than Code Maximum UA 391 Your UA- 365 Maximum SHGC. 0.40 Your SHGC 0.30 The%Better or Worse Than Code Index reflects hove close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly or it-Value R-Valuie U-Factor UA Perimeter Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,742 30.0 0.0 0.033 57 Wall 1:Wood Frame, 16"o.c. 2,650 15.0 3.0 0.061 141 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 245 0.300 74 SHGC: 0.30 Door 1:Solid 38 0.400 15 R5 steel insulated:Solid 18 0.200 4 Door 3:Glass 40 0.300 12 SHGC: 0.30 Ceiling 1: Flat Ceiling or Scissor Truss 1,080 38.0 0.0 0.030 32 Ceiling 2:Cathedral Ceiling 880 30.0 0.0 0.034 30 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed buildi g has been designed to meet the 2015 IECC requirements In REScheck Version 4.6.3 and to comply with the mandatory require listed in the REScheck Inspection Checklist. 11/1 /16 Name-Tit a Signature Date Project Notes: ENERGY EFFICIENCY IS IN ACORDANCE WITH CHAPTER 11 TABLE N1102.1.2 -INSULATION AND FENESTRATION Project Title: PROPOSED RESIDENCE Report date: 11/18/16 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\1070 mill Page 1 of10 creek rd Southold\energy.rck REQUIREMENTS BY COMPONENT Project Title: PROPOSED RESIDENCE Report date: 11/18/16 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\1070 mill Page 2 of 10 creek rd Southold\energy.rck REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section, „Plans Verified • Eield Verified # Pre-inspection/Plan Review' Complies Comments/Assumptions & 1199.113 Value' Value 103,1, ;Construction drawings and 7 ❑Complies 103,2 documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the ; tam building envelope.Thermal i ;❑Not Observable envelope represented on ` :]Not Applicable ,construction documents. 103.1, ;Construction drawings and ! ❑Complies 103.2, documentation demonstrate i❑Does Not 403.7 :energy code compliance for [PR3]1 :lighting and mechanical systems. i ❑Not Observable , , ;Systems serving multiple 1❑Not Applicable ,dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, ;Heating and cooling equipment is, Heating: Heating: ;❑Complies 463.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2', aon loads calculated per ACCA ; Cooling: Cooling: z�. Manual J or other methods Btu/hr Btu/hr '❑Not Observable "❑Not Applicable ;approved by the code official. Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: PROPOSED RESIDENCE Report date: 11/18/16 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\1070 mill Page 3 of10 creek rd Southold\energy.rck section # Foundation Inspection Complies? Comments/Assumptions & Req.I'D 303.2.1 ;A protective covering is installed to ,❑Complies [FO11]2 ;protect exposed exterior insulation ;❑Does Not lJ sand extends a minimum of 6 in.below ❑Not Observable' ,grade. []Not Applicable 403:9 f Snow-and ice-melting system controls`❑Complies ; [FO12]2. installed. ;❑Does Not ;❑Not Observable. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 11/18/16 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\1070 mill Page 4 of 10 creek rd Southold\energy.rck Section Plans Verified Field Verified #; Framing/ Bough-Bat Inspection Value Value Comphes� ` Comments/Assumptions_ Req.lo L 402.1.1, 'Door U-factor. ; U- I U- ;❑Complies :See the Envelope Assemblies 402.3.4 '❑Does Not table for values. [FRl]1 IC ❑Not Observable ❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, ;average). ;❑Does Not ;table for values. 402.3.3, ' 402.3.6, ;[]Not Observable 402.5 ±❑Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ,❑Complies [FR4]1 are determined in accordance ❑Does Not �0 with the NFRC test procedure or 'taken from the default table. �❑Not Observable []Not Applicable 402.4.1.1 ;Air barrier and thermal barrier R; °" - _ '[]Complies [FR23]1 'installed per manufacturer's i❑Does Not any ;instructions. ;❑ „ Not Observable { ;❑Not Applicable 402.4.3 ;Fenestration that is not site built ; „ ❑Complies [FR20]1 'is listed and labeled as meeting '•❑Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 ,i❑Not Observable `-' :or has infiltration rates per NFRC 400 that do not exceed code f❑Not Applicable limits. 402.4.5 ,IC-rated recessed lighting fixtures: ❑Complies [FR16]2 sealed at housing/interior finish i' , t Does Not ;and labeled to indicate<2.0 cfm ; leakage at 75 Pa. []Not Observable I❑Not Applicable 403.2.1 PSupply and return ducts in attics ;❑Complies [FR12]1 ;insulated >= R-8 where duct is d❑Does Not a >= 3 inches in diameter and >= t, [-]Not Observable , ;R-6 where< 3 inches.Supply and, return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for diameter>=3 inches and R-4.2 for< 3 inches in diameter. 403.3.3.5 'Building cavities are not used as �;❑Complies [FR15]3 ,ducts or plenums. ;❑Does Not ❑Not Observable !❑Not Applicable 403.4- 'HVAC piping conveying fluids R- R- `.❑Complies [FR17]2 above 105 °F or chilled fluids T❑Does Not ` f "below 55°F are insulated to;�:R- 3 ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ;❑Complies [FR24]1 piping. ;❑Does Not ❑Not Observable ` ❑Not Applicable '403.5.3 Hot water pipes are insulated to R- R- :❑Complies [FR18]2 >R-3. ;❑Does Not { =❑Not Observable 1 • ❑Not Applicable 403.6. ;Automatic or gravity dampers are' (❑Complies [FR19]2 installed on all outdoor air .'❑Does Not +intakes and exhausts. s❑Not Observable i❑Not Applicable 1 I High Impact(Tier 1) 2• Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 11/18/16 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\1070 mill Page 5 of10 creek rd Southold\energy.rck Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 11/18/16 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\1070 mill Page 6 of 10 creek rd Southold\energy.rck Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions 303.1 Al installed insulation is labeled ; ' UComplies [IN13]2 or the installed R-values ;❑Does Not ;provided. ;❑Not Observable i' ;❑Not Applicable 402.1.1, `Floor insulation R-value. R- R- ❑Complies 'See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ;❑Does Not table for values. [IN1]1 ❑ Steel ;❑ Steel ;❑Not Observable , ❑Not Applicable 303.2, Floor insulation installed per i❑Complies 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 ;in substantial contact with the underside of the subfloor,or floor, ;❑Not Observable framing cavity insulation is in i ,❑Not Applicable ,contact with the top side of sheathing, or continuous insulation is installed on the ,underside of floor framing and ; extends from the bottom to the !top of all perimeter floor framing members. 402.1.1, Wall insulation R-value.if this is a: R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ❑Does Not table for values. 402.2.6 ;wall insulation on the wall ❑ Mass ❑ Mass [IN3]1 'exterior,the exterior insulation ❑Not Observable -prequirement applies(FR 10). El steel ;❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ;❑Complies [IN4]1 ;manufacturer's instructions. ;❑Does Not 1❑Not Observable '. ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 11/18/16 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\1070 mill Page 7 of 10 creek rd Southold\energy.rck Section Plans Verified Field Verified # Final Inspection Provisions Value VaHue Complies? Comments/Assumptions & Reg. 402.1.1, Ceiling insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.1, F� Wood ❑ Wood ;❑Does Not table for values. 402.2.2, ;El Steel ;❑ Steel 402.2.6 ❑Not Observable [Fill' ❑Not Applicable 303.1.1.1, 'Ceiling insulation installed per r❑Complies 303.2 �manufacturer's instructions. i❑Does Not [FI2]1 ;Blown insulation marked every ; '300 ft2, ❑Not Observable ` ❑Not Applicable ' 402.2.3 'Vented attics with air permeable ' .❑Complies [F122]2 ;insulation include baffle adjacent ❑Does Not ;to soffit and eave vents that extends over insulation. T❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- :❑Complies [FI3]1 ;insulation-R-value of the ❑Does Not ;adjacent assembly. []Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.2.3 'Duct tightness test result of<=4 ; cfm/100 cfm/100 ❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable , handler @ 25 Pa. For rough-in tests,verification may need to ;❑Not Applicable occur during Framing Inspection. , 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a [-]Not Observable , 'pressure differential of 0.1 inch ❑Not Applicable .w.g.across the system including ,,the manufacturer's air handler ,enclosure if installed at time of ,test.Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 'Air handler leakage designated EComplies [F12411 ;by manufacturer at<=2%of ;❑Does Not ;design air flow. ❑Not Observable ,❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [F 19]2 installed for control of primary ;❑Does Not :heating and cooling systems and initially set by manufacturer to []Not Observable code specifications. ; '❑Not Applicable 403.1.2 :Heat pump thermostat installed ❑Complies [FI10]2 ;on heat pumps. :❑Does Not ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [Fl 11]2 ;systems have automatic or i❑Does Not ;accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 11/18/16 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\1070 mill Page 8 of 10 creek rd Southold\energy.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies (FI25]2 'fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy '❑Not Observable and air flow limits. '❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boder water '[:]Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable ,pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems []Complies [F129]2 comply with IEEE 515.1 or UL []Does Not 515.Controls automatically adjust the energy input to the []Not Observable heat tracing to maintain the T❑Not Applicable .desired water temperature in the piping. 403.5.2 Water distribution systems that ❑Complies [F130]2 have recirculation pumps that ❑Does Not pump water from a heated water 'supply pipe back to the heated []Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 'Drain water heat recovery units '❑Complies [FI31]2 tested in accordance with CSA ❑Does Not ,1355.1.Potable water-side pressure loss of drain water heat ❑Not Observable recovery units <3 psi for ❑Not Applicable ,individual units connected to one or two showers. Potable water- side pressure loss of drain water ; heat recovery units <2 psi for individual units connected to three or more showers. 404.1 .75%of lamps in permanent ❑Complies [FI6]1 'fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not '❑Not Observable ❑Not Applicable 1 JHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 11/18/16 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehampton5\1070 mill Page 9 of 10 creek rd Southold\energy.rck Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 ;Compliance certificate posted. ,❑Complies [FI7]1 `,❑Does Not '❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 'mechanical and water heating -[]Does Not systems have been provided. Ir '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: PROPOSED RESIDENCE Report date: 11/18/16 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\jechomesofthehamptons\1070 mill Page 10 of10 creek rd Southold\energy.rck Effidency CerU ovate Insulation'Ratingwalue Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating VFa,ctor" Window 0.30 0.30 Door 0.30 0.30 .. 777-777 Heating System: Cooling System• Water Heater• Name: Date• Comments 1 ELECTRICAL RIICAL INSPECTION REQUIRED APPROVED AS NOT D DATMBUI B.P.# PL UMBER CERTIFICA TION O11I:LEAD CONTENT BEFGi:f�- FEE: BY: CERTIFICATE OF OCCUPAI� " NOTIDEPARTM i AT ' 765-1802 8 AM '(0 4 PM FOR THE SOLDER USED IN WA T Ern FOLLOWING INSPECTIONS: SUPPLYSYSTEM CANNGT 1. FOUNDATION - WVO REQUIRED EXCEED 2/10 OF 1% LEAD. FOR POURED CCrh:CRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE PCI' :,,0. ALL PLUMBING WASTE ALL CONSTRUCTION SHALL MEET THE --&WATER LINES NEED REQUIREMENTS OF THE CODES OF NEW TESTING BEFORE: COVERING YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODE` AS REQUIRED AND CONDITIONS O�- DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backflil,OR Provide Engineer's Certification that the drainage has been installed to Code. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATF OF OCCUPANCY GENERAL CONSTRUCTION NOTES r FASTENING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code BASED ON TABLE R602.3 (1) IRC 2015 with amendments by New York State. NAILING SCHEDULE Code books included but not limited but not limited to: 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be 2015 International - Residential Code; Building Code; installed in accordance with the manufacturers latest installation details, TABLE R302.6 MIN. UNIFORMLY DISTRIBUTED L.L. Energy Conservation Construction Code; Plumbing code; Fire code; Framing connectors, Allowable Hole diagrams, specifications, etc. DWELLING -GARAGE SEPARATION DESCRIPTION NUMBER AND EYP SPACING AND Mechanical code; Fuel gas code; Existing building code; Property maintenance code "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi LIVE OF FASTENER LOCATION p 9 P Parallam PSL Design Stress: E =2.0, Fb = 2,900 psi, Fv= 290 psi SEPARATION MATERIAL USE ALL CODES shall su ercede the drawings shall be incorporated into the �� �� LOAD drawings WHETHER they are indicated on the Plans or NOT. "Anthonyower Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv = 300 psi NOT LESS THAN 1/2"-INCH GYPSUM OR ROOF FRAMING Y 9 P P FROM THE RESIDENCE AND ATTICS Uninhabitable attics without storage 10 EQUIVALENT TO THE GARAGE SIDE 4-8d BOX (2-1/2")OR Uninhabitable attics with limited storage 20 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE EACH RAFTER,TOE NAIL 2. Additional reference standards utilized: 10. BASEMENTS, each sleeping rooms in basement FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 3-8d..COMMON AMERICAN FOREST & PAPER ASSOCIATION and eve sleeping room shall have at least one BOARD Habitable attics&attics served with fixed stair 30 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Wood Frame Construction Manual for one and two familydwellings every P g 3-8d COMMON EACH JOIST,TOE NAIL 9 openable emergency escape as follows: STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS THAN 112"-INCH GYPSUM BOARD Balconies(exterior)and decks CEILING JOISTS NOT Al tACHED TO PARALLEL 140 MPH 2015 Edition. Prescriptive and engineered methods. Sill height of not more than 44 inches above the floor. USED FOR SEPARATION REQUIRED BY IRC-R302.6 ) 40 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP °A. Minimum net clear opening of 5.7 square feet. Fire escapes 40 CEILING JOISTS ATTACHED TO PARALLEL 3. Written Dimensions take precedence over scaled dimensions Except grade floor openings shall have a minimum net clear GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"INCH GYPSUM BOARD 4 RAFTER HEEL JOINT) TABLE R802.5.1(9) EACH LAP opening s DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF Guards and Handrails 200 COLLAR TIES 4-10d BOX (3") OR P 9 of 5 square feet. 4. The contractor prior to the start of construction shall verify all B. Minimum net clear opening height shall be 24 inches. EXTERIOR WALLS THAT ARE WITHIN THIS AREA Guard in-fill components 50 5 OR 1-1/4"X 20a RIDGE STRAP 3-10d COMMON(3") FACE NAIL TO EACH RAFTER dimensions, existing or new and be responsible for field fit. C. Minimum net clear opening width shall be 20". 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND D. emergency escape and rescue openings shall be operational OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY passenger vehicle garages 50 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE 9 Y PP WITH TABLE R702.3.5 THE WALL SEPARATION SHALL NOT APPLY TO GARAGE WALLS THAT ARE OF EACH RAFTER OR TRUSS 5. The mechanical systems, electrical systems, plumbing systems from the inside of the room without use of keys or tools. PERPENDICULAR To THE ADJACENT DWELLING UNIT WALL Rooms other than sleeping rooms 40 and solar energy systems, shall be installed in accordance under 4-16d OR latest State approved Building Codes. All systems are to be designed, 11. STAIR HANDRAIL: Provide Handrail on at least one side of each Sleeping rooms 30 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL installed, specified by the general contractors; HVAC, continuous run of treads or flight with FOUR OR MORE RISERS. stairs 40 3-16d BOX OR I..LI ll..l electrical or plumbing sub-contractors. Electrical certificates are to Handrail Height measured above stair tread nosing, shall not be less than 2-16d COMMON END NAIL U > be provided the electrical contractor. 34 inches and not more than 38inches. All Handrails shall be continuous the full length of the stair from a point directly above the top riser of a flight WALL FRAMING Z 6. All New Footings shall bear on Virgin, undisturbed soil with an assumed to a point directly above the lowest riser of the flight. Handrails adjacent to TABLE R301.2.1.2 NYS IRC Windborne Debris protection 16d COMMON W 1C) bearing capacity of 2000 pounds per square Foot. All Footings shall be a wall shall have a s ace of not be less than 1-1/2 inches between the wall 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 35'x 0.162" 24"O.C. FACE NAIL 36" below rade Minimum. It shall be the responsibility of the general P Fastening Schedule for wood structural panels ALLOWABLE DEFELECTION OF ALLOWABLE 0 9 P tY 9 and the handrail. see IRC code for exceptions. Refer to STUD TO STUD AND ABUTTING STUDS AT 16d BOX contractor to verifythe depth of all existing footings disturbed b construction. P STRUCTURAL MEMBERS DEFLECTION 9 16"O.C. FACE NAIL P 9 9 Y IRC Code for grip sizes specifications. INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2' x 0.162 U) W g P P Fastener Panel Span Panel Span Panel Span 16d COMMON J'� v Rafters having slopes greater than 3/12 with 10 BUILT-UP HEADER 16"O.C. FACE NAIL ALONG EDGES LI_I Type Less than or less than or less than or no finished ceiling attached to rafters L/180 -8d B x (2-1/ W Z Z Where the building official determines that in-place soils with an allowable 12. GUARDS: Porches, balconies or raised floor surfaces located more than 30 inches equal to 4 feet equal to 6 feet equal to 8 feet 11 CONTINUOUS HEADER TO STUD 5-8d BOX(2-112"X0.113") TOE NAIL bearing capacity of less than 1,500 psf are likely to be present at the site, above the floor or grade below shall have a railing not less than 36 inches Interior walls and partitions H/180 OR 4-8d COMMON C ) w the allowable bearing capacity shall be determined by a soils investigation. in height. Railings shall have Top rails and Balusters and Bottom rails that are No 8 Woods 12 TOP PLATE TO TOP PLATE 16d BOX(3-112"x 0.162) 16"O.C. FACE NAIL U NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed 16 inches 10 inches 8 inches Floors and ceilings L/360 W 0 o gbased anchor with DOUBLE TOP PLATE SPLIC'"SDCs A-D2 WITH W J -� 7. Cast-in-place concrete shall be air entrained; 5% <7%total air b the riser, tread and bottom rail of the Guard rail at the open side of a stairway on center on center on center All other structural memebers a-16d COMMON OR FACE NAIL oN EACH SIDE OF END Y p Y 2 inch embedment L/240 SIESMIC BRACED WALL LIi'�c SPACING<25 12-1 sd BOX JOIST)MIN 24"LAP SPLICE LENGTH � -I content by volume and have an ultimate compressive strength at are permitted to be of such a size that a 6 inch sphere cannot pass through. ) O = O 28 days of 3000 psi. Except exposed slabs, garage slabs and steps lenght Exterior walls with stucco finish H/360 13 Y P P P 9 P Open sides of stairs with a total rise of more than 30 inches above the floor or DOUBLE TOP PLATE SPI rc,E SDCs A-D2 WITH 12-16d(3-1/2"x 0.135") FACE NAIL ON EACH SIDE OF END shall be 3500 psi. All work shall be in accordance with the 2015 rade below shall have guards not less than 34 inches in height measured Exterior walls-wind loads/brittle finishes SIESMIC BRACED WALL LIr\E SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) a- �-- _ 9 9 g No 10 Wood screw L/240 International building code and NYS amendments. vertically from the nosing of the treads. based anchor with 16 inches 12 inches 9 inches All Concrete shall conform to the latest ACI standards. Exterior walls-wind loads/flexible finishes L/140 14 Bled COMMON (3-1/2")OR 16"O.C. FACE NAIL BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST " " O 1,*.- O W 2 inch embedment on center on center on center OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2 ) 12"O.C. FACE NAIL �/ 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window lenght L=span length,H=span height C ) W Reinforcement: Steel reinforcement shall comply with the requirements opening is located LESS than 24 inches above the finished floor and GREATER 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL EL r W -5 of ASTM A 615, A 706 or A 996. Minimum yield strength of reinforcing than 72 inches above the finished grade or other surface below on the exterior OR BLOCKING (AT BRAG7D WALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL steel shall be 40,0000 psi ( grade 40), required reinforcement shall of the building, the window must be provided with a window opening control device a.This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 16 3-16d BOX END NAIL be in accordance with IRC Table R404.1.2(3), R404.1.2(8) that compiles with IRC R312.2.2. Window Opening Control Devices. WOOD HEADER SCHEDULE TOP OR BOTTOM PLATE TO STUD 2-16d COMMON o b.Fasteners shall be installed at opposing ends of thei wood structural panel. Fasteners shall be located a minimum of 1 Inch from the edge of the panel. 3-10d BOX m° O1 y Location of Reinforcement: The center of vertical reinforcement in basement 14. No backfill shall be placed against the foundation walls NOMINAL LUMBER SIZE: SPANS: 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL o,u - o c m 2-16d COMMON m rm °� ° o o_ walls shall be located at the centerline of the wall determined from tables until the first floor framing is in place or brace the foundation c.Anchors shall penetrate through the exterior wall covering with an embedment length of r _ _ E -49 ",� o 0 (2)2X6 UP TO T-0" " a c m` v E a� E 0 R404.1.2(2)through R404.1.2(7). Vertical reinforcement in basement walls not less than 2 inches Into the building frame. Fasteners shall be located not less than 3-8d BOX ` a S E ° o ° °42 >, determined from table R404.1.2(8)shall be located to provide a maximum j P P P 2-1/2 inches from the edge of concret block or concrete (2)2X8 3'-0"TO s'-o" 18 1 BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL _u z o t 9 o 2 w ( � P 15. Double joists under parallel partitions and under whirlpool tubs. cover of 1-1/4 inches from the inside face. Double around openings in floor and roof framing. d.Where screws are attached to masonry or masonrydstucco,they shall be attached 9 C$75 o o U� o using vibration-resistant anchors having a minimum ultimate withdrawal capacity of (2)2X10 V-0"TO 8'-0" 0- o° o a 0 Concrete basement foundations shall have horizontal reinforcement as follows: 16. Metal flashing shall be installed were concrete abuts wood, 1,500 pounds. = a= 0 Y o as r- a�!n228 M-Q oc3 2 2X12 V-0"TO 10'-0" •° 3 L 2'E 3 Based on R404.1.3.2 ( includes basement entrances and window wells) and were decks abut house framing. ( ) o ° ° o o� ° < 8'Wall Height: One#4 bar within 12 inches of the top of wall and Exterior glazing in buildings located in Wood-Borne debris regions shall ° U a� c �' �' y�_ y 9 9 g 9 POSTS SHALL BE 4X4 NOMINAL ,n c c w m 0 ` c E One#4 bar near mid-height of wall. 17. Install joist hangers at all flush structural load bearing conditions, be protected from wind borne debris. ( ) FLOOR FRAMING _ N a o 0 3 0 > 8'Wall Height: One#4 bar within 12 inches of the top of wall and Glazed opening protection shall meet the! Large Missle test ASTM E 1996 +NOTE:ALL SIZES CALLED OUT ON ANY OF _ o Eo La One#4 bar near the third points in the wall story. P g g ° ' E N O ° p rY 18. All habitable rooms shall be provided with aggregate glazing area and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 THE FOLLOWING DRAWINGS WILL 4-8d BOX r °w __ ° o 0 SUPERCEDE THIS SCHEDULE. 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL c r o of not less 8 percent of the floor area of that room, and the minimum Garage door glazed opening protection for wind borne debris shall meet 3-Bd COMMON 8. Base design value for visually graded dimensional lumber: Joists, studs openable area to the outdoors shall be 4 percent of the floor area being ANSI/DASMA 115. Areas within hurricane prone regions: within 1 mile P g NOTE:USE(3)2x HEADERS AT ALL 2x6 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON F- $ N m Cr H g E 8.c o 0 Rafters anc , Framing lumber shall lumber= DOUG-Fir#2 i better, ventilated. Refer to IRC Residential Code section R303 of the coastal high water line were the ultimate design wind speed is EXTERIOR WALLS 22 PLATE(ROOF APPLICATICUS ALSO) 1od BOX 6"O.C.TOE NAIL E=1.6 X 10 , Min. Fb for dimensional lumber= 850 psi 130 miles per hour or greater. - 19. All window and door headers to be 2-2x10 unless noted otherwise. 23 BLOCKING TO JOIST 2-10d BOX EACH END Z ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 2-8d COMMON A. EXCEPTION: � (� _ a.) All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D 20. Vent dryers to exterior as per IRC Section M1502 Wood Structural panels with a minimum of thickness of 7/16 inch IRC TABLE R802.5.1 9 24 4-1sd BOX OR STAINLESS STEEL. STAINLESS STEEL SHALL ONLY BE USED P ( ) BLOCKING TO SILL OR TO'�' 4TE TOE NAIL W a. Vent range hoods as per IRC Section M1503 and a maximum span of 8 feet shall be perin'itted for opening RAFTER/CEILING JOIST HEEL CONNECTION 3-isd COMMON � f" � 'p WITH-IN ONE MILE OF THE WATER. Bathrooms/mechanical ventilation as per IRC Section M1507 protection. Panels shall be precut& predrilled to cover the glazed openings W V 5` b.) Use Copper flashing Only against ACQ Lumber Sill Plates 25 2" PLANKS PLANK&BEAM FLOOR&ROOF 3-16d COMMON AT EACH BEARING,FACE NAIL O W U) c. All Structural connectors i.e. sim son strop Tie or USP, etc with attachment hardware provided in the table below. RAFTER RAFTER GROUND SNOW:20 PSF ( ) 4-10d BOX J Z z ,__I �5 P 9- 21, Smoke Alarms: Shall be listed in accordance with UL 217, installed as per Label all panels and store in a clean dry area of the house. SLOPE SPACING 0 r shall be Hot-Dipped Galvanized or Stainless Steel. the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, Attachments shall be provided in accordance with the table ROOF SPAN 26 BAND OR RIM JOIST TO JO'ST 4-1od BOX PER JOIST W J Z Q � outside of each separate sleeping area in the immediate vicinity of the bedroom as follows: 3-16d COMMON W Q Q [- co V1 12 FT 20 FT 28 FT 36 FT - _ � W ENERGY NOTES and on each story of the dwelling, including basement and cellars and not less than 1od BOX 24" O.C.FACE NAIL TO OP&BOTTOM = V E -a 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be 27 BUILT-UP GIRDERS AND BAMS STAGGERED ON OPPOSITE SIDES V W F- = N 1. All design &construction in compliance and built accordingly to the interconnected and hard-wired to a commercial source. NUMBER OF 16D COMMON NAILS (f) Z U (D 2015 International Energy Conservation Construction Code and the WHENEVER an alteration, addition, or conversion is made to an Existing3: 12 16"O.C. 5 8 10 13 28 LEDGER STRIP SUPPORT14G JOISTS OR RAFTERS 4-16d BOX 3-16d COMMON EACH JOIST OR RAFTER,FACE NAIL W J 0- 2016 ECNYS supplement. The authority having jurisdiction shall be Residence, the smoke detection system of the ENTIRE residence must be c_, permitted to determine an energy efficiency program to exceed the brought up to code, hard-wired and interconnected. 4: 12 16"O.C. 4 6 8 10 29 BRIDGING TO JOIST 2-10d BOX EACH END, TOENAIL energy efficiency required by this code. 21. Carbon Monoxide Alarms: Shall comply with: IRC R315, IFC Section 915 as 5: 1z 16"O.C. 3 5 6 8 All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy amended by the NYS supplement. 7: 12 16"O.C. 3 4 5 6 SUBFIOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND efficiency, International mechanical code, international energy conservation code All CO alarms shall be connected to the lighting circuit with no intervening wall switch. PARTICLE BOARD WALL SHEATHING TO FRAMING and the 2015 ICC and 2016 NYS Supplement. Battery-powered alarms are not allowed. CO alarms are required within each 9: 12 16"O.C. 3 4 4 5 dwelling unit on each story containing sleeping area, within 15 feet of each and DESCRIPTION Of SPACING OF FASTENERS 1z : 12 16 O.C. 3 3 4 4 NUMBER AND TYP It shall be the responsibility of the General contractor or his consultant to submit every sleeping areas. BUILIDNG ELEMEWS INTERMEDIATE ROOF SHEATHING in detail the design, calculations, drawings, written statements of the mechanical, 1/2" Structural plywood OF FASTENER PANEL EDGES w p YW SUPPORTS GABLE END WALL FRAMING �- air conditioning, ventilation. heating systems ( new, existing or upgraded) 22. WALL BRACING: Buildings shall be braced in accordance with IRC section R602.10, or when Panel, Attached to THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE O BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS6d COMMON(SUBFLOOR,WALL) „ A tV 0 3/8" - 1/2" stamped by a professional engineer if required by the Owner or Building Dept. applicable, section R602.12. or section R602.10.4.2 Continuous sheathing methods. Frame in accordance LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 30 8d COMMON(ROOF) 6 12 6" cl Z with Table R301.2.1.2 CONNECTION SHALL BE INCREASED AS FOLLOWS: Cn 2. A permanent certificate shall be completed by the builder and posted on a wall 23. A continuous load path shall be provided to transmit the applicable uplift forces in 31 19/32"- 1" 8d COMMON 6" F12" A 6" W Q in the space where the furnace is located. Certificate shall comply with IRC N1101.14 section R80211.1 from the roof assembly to the foundation. International Residential m W LLI code of NYS H e / H r O rn � 3. Attic or crawls ace access shall be weatherstri ed and insulated to a level equivalent HEEL JOINT AJDUSTMENT FACTOR EXTERIOR WALL WOOD STRUCTURAL PANELS F- > Q P PP q 24. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of asphalt shingles TO RESIST WIND PRESSURES U W 0 to the insulation on the surrounding surfaces. shall be tested in accordance with ASTM D 7158 and classified as per Table R905.2.4.1 1 / 3 1.5 O W W of the IRC Residential Code. 1 /4 1.33 4. Installation-the components of the building thermal envelope shall be installed in accordance Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or WINDOW UNIT 1 / 5 1.25 MINIMUM NAII MIN WOOD WOOD WALL NAIL SPACING with the criteria listed in table 402.4.1.1 Where required by code official, an approved copper roofing nails, minimum 12 gage shank with a minimum 3/8" inch diameter head. 1 / 6 1.20 NAIL SIZE PENETRITION STRUCTURAL STRUCTURAL PANEL STUD third party and manual "J" submited with plans, Manual "S" &"D" submitted at CO. The fasteners shall penetrate through the roof sheathing and comply with ASTM F 1667. THICKNESS SPACING EDGES FIELD P 9 9 P Y PANEL SPAN RATING Minimum number of fasteners as per manufacturer but not less than 4 per strip. 5. Testing - Building or dwelling unit shall be tested and verified having less than or equal to 8d COMMON NAIL 3 ACH50 in CZ 4A, 5, 6A. testingshall be conducted b an approved third art & manual "J", (2.5"X 0131") 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" Y PP party 25. SWIMMING POOLS. Shall conform to IRC 2015 Section R326 and as amended Manual "S" &"D" submitted at CO. by the NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT PLYWOOD STORM PANEL dated March 2016. INTERIOR GYPSUM WALL BOARDy 6. Ducts-Supply and return ducts attics shall be insulated to a minimum of R-8 @ 3" or greater SHUTTER DETAIL ISI in diameter, and R-6 @ ducts less than 3" in diameter. Diagrammatic Duct locations drawings 26. SOLAR READY DWELLINGS: Shall conform to IRC 2015 Appendix U, International DECK LEDGER TO BAND JOIST CONNECTION IRC TABLE R5o7.2 GYPSUM BOARD FRAMING SPACING OF FASTENERS shall be provided b an approved third art & Manual "J", Manual "S" & "D" submitted at CO. Refer to General Notes for Panel GYPSUM BOARD P Y PP party Fire Code and as amended by the NYS 2016 uniform code supplement. APPLIC�'TION ORIENTATION TO MEMBERS SIZE OF NAILS fastener requirements. JOIST SPAN THICKNESS TO WOOD FRAMING CONNECTION FRAMING SPACING NAILS SCREWS � CIS 6a. Duct Sealing - Ducts, air handlers and filter boxes shall be sealed by an approved third party 27. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' AS'l"TO 14' 14'1"TO 16' 6'1"TO 18' (HERS Rater) & Manual "J" Manual, "S" &"D"submitted at CO. 1/2„ CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS -� a' .-.a 1/2" DIA. LAG SCREW „ " " " WALL EITHER DIRECTION 16"O.C. 8" 16" �j r/] .--+ TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES 30" 23' 16 15 13" 11 10 y p 6b. Duct testing - Ducts shall be pressure tested to determine air leakage by an approved third parry & 1/2 MAX. SHEATHING CEILING EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS �.T.� (HERS Rater)7 manual "J" Manual ,"S" &"D"submitted at CO. OF FOUNDATION MATERIALSa 5/8 WALL EITHER DIRECTION 16"O.C. 81' 16" o 1/2"DIA.THRU BOLT 36" 36" 34" 29" 24" 21" 19" '--' 7. Building cavities shall not be used as ducts or plenum. CLASS OF MATERIAL LOAD-BEARING PRESSURE & 1/2" MAX. SHEATHING TYPE"X AT H `n 1-7/8"LONG 6d COATED NAILS OR 9+ ., (pounds per square foot) 5/8+1 GARAGE CILING PERPENDICULAR 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. M 8. Mechanicals stem piping insulation carrying fluids > 105 F degrees or< 55F degrees shall Crystalline bedrock 12,000 LEDGERS SHALL BE FLASHED BENEA H SCREWS SHALL COMPLY WITH W r l TJ Y p P g ry g g g Sedimentary and foliated rock 4,000 LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) HABITABLEWOMS IRC SECTION R702.3.5.1 V 'd o ,� be insulated with R-3 Minimum. Sandy gravel and/or gravel (GW and GP) 3,000 A. ULTIMATE WIND SPEED: 140 MPH,JAILS FOR ATTACHING ROOF SHEATHING TO GABLE END WALL FRAMING SHALL BE SPACED 6"O.0 Sand,silty sand, clayey sand, silt ravel and clayey ravel FOR A MINIMUM 48"DISTANCE FROWHE RIDGES, EAVES AND GABLE END WALLS;AND 4"ON CENTER TO GABLE END WALL FRAMING O M 9. Mechanical ventilation -Shall meet the requirements of the IRC/ IMC. Manual J as supplied � Y y y g Y y g by and approved third party or approved HERS rater. (SW, SP, SM, SC, GM and GC) 2,000 / v) �,c Ix Clay, sandy clay, silty clay, clayey silt, silt and sandy silt is A CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 10. Equipment sizing - Per ACCA manual S, based on loads calculated per ACCA Manual J (CL, ML, MH and CH) 1,500b Rater and manaul "J" RSD A C O as provided by a third party or HERS , � ,hi�� a.When soil tests are required b Section R401.4, Q �Z n q Y WIND DESIGN � o the allowable bearing capacities of the soil shall be part of the recommendations, SUBJECT To DAMAGE FROM N 11. Lighting -A minimum of 75/o of permanently installed fixtures must have high-efficacy lamps GROUND WIND SIESMIC WINTER ICE SHIELD FLOOD AIR MEAN SNOW SPECIAL DESIGN UNDERLAYMENI HAZARD SPEED TOPOGRAPHIC BORNE DESIGN FROST FREEZING ANNUAL b. Where in-place soils with an allowable bearing capacity of less than 1,500 sf LOAD WIND WEATHERING LINE TERMITE INDEX TEMP 12. Minimum one Programmable thermostat shall be provided for each separate heating P g P p (MPH) EFFECTS REGION DEBRIS CATAGORY TEMP REQUIRED and cooling system in accordance with section N1103 Control Systems. are likely to be present at the site, the allowable bearing capacity shall be ZONE DEPTH S determined by a soils investigation. MODERATE X, 0190 t QQ, 20 LBS <140 NO NO NO B SEVERE T-0" TO HEAVY 15 YES _T­NO 1500 or less 52.2 yo�`C 13. Area-weighted U-factors and SHGC's- Refer to Plans & HERS submittal for information. °i, OF t4 M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER 14. Fire Places shall be in accordance with IECC Section R402.4.2. TOP OF PLATE Simpson – — - - — H2A Stud To Rafter Outside Elevation Connector Extent of header(two braced wall segments) Side Elevation tension strap on ALL TO WALL STRAPPING& __ _Extent of header(one braced wall segment) opposite side of O fasten king stud to header with Typical Metal Strapping 0 TOP PLATE STRAPPING TO SEE SEPARATE DETAILS HIS AGE FTER sheathing 6-16d sinker nails at Openings ¢ ° 0 0 0 ° N i Min.3"x 11-1/4"net header Header shall occur at top of wall ° ° ° ° ° Horizontally attached �- a 5/8"0 THREADED ROD @ HDU5 a o o ° ° ° 0 0 0 0 0 I ood sheathing WIND W HDR °° Header shall be ° P Yw 9 ° Top plate continuity is ° fasten top plate to header with shall have Solid Blocking ° fastened to the required per R602.3.2 ° two rows of 16d sinker nails @ 3"o.c. @ all Plywood Joints i king stud with CV ° 6-16d sinker nails Braced wall line ° r- WOOD I JOISTS @ 16"OC TOP OF SUBFLOOR continuously sheated ° @ i 6"OC Fasten sheathing to header with 8d common nails in 3 In.grid with 1/2"wood structural4. ° TOP OF PLATE 0 pattern as shown and 3 In.o.c.In all framing(studs and sills) anels ° 8d NAILS @ 12" 8d NAILS 6" ° 0 o p Minimum 50001b header-to-Jack-stud EDGE IN FIELD IN PLYWOOD " ° ° strap on bth side of opening opposite Minimum number of Jack ° t ° side of sheathing O.C.O.PLYWOOD ° �, Minimum 50001b header-to-jack-stud strap Panel splice edges shall occur over ° Studs as u WFCM table 3.22F. ° ° on bth side of opening opposite side of and be nailed to common blocking ° �"PLYWOOD SHEATHING EXTERIOR ** _ ° ° sheathing „ ° ° p g within the middle 24 of the portal- Full Height stud requirements for o o leg height. One row of 3"o.c.nailing ° FACE; 1"GYPSUM BOARD INTERIOR s o°° ° ° o° is required In each panel edge. ° headers and window sills as per ° 2 a, ° ° ° ° ° ° ° Min.Double 2x4 framing covered with minimum ° ° ° ° ° a� 1/2"thick wood strucral panel sheathing °°° ° WFCM table 3.23.0 and 3.23.D 2 X BLOCKING 2x4 OR 2X6 STUDS 16"o.c. (SAME SIZE AT STUD @ L with 8d common nails @ 3"o.c.in all framing ° ON FLAT AGAINST (studs,blocking,and sills)typical ° PLYWOOD.8d NAILS TRIPLE STUD MINIMUM1/2"min.thickness wood structural Holdowns in accordance with @ 4D"O.C.EACH PANEL !° 2'to 18' finished width anal ° ° p sheathing WFCM manual. Provide at all Min Double 2x4 King& ° ,j, Min.length based on 4:1 Jack stud a a Building corners, between garage iv ° ° J. heith-to-length ratio. Braced wall segment door openings andas per l ° as per R603.10.3.4 0 o W W j foundation plan. SIMPSON HDU8 HOLDOWN TOP OF FOUNDATION 0 ' 0 0 Nailing as per schedule. RIM JOIST ° �° Min.(2)2x4 typ. ° ° z >Ny TYP FOUNDATION/SILL CONST. i° No.of jack studs per Table R502.5(1&2) ° ° Anchor bolts per R403.1.6 Typ. W Q Sill Strapping See details on TYPICAL WALL TO 0 FOUNDATION STRAPPING \/ this page. SEE DETAILS THIS PAGE r^ W W Z Z TYPICAL BRACED WALL DETAIL (]� N.T.S. C) V d W TYPICAL ELEVATION W J J WALL TO HEADER STRAPPING w -J O 1 N.T.S. 2 3 METHOD CS - PF - INTERMITTENT PORTAL FRAME AT GARAGE DOOR OPENINGS 0 0 Not to scale 0 1-1/4" gals. x 20 gage U) coil strap with (5) 8d common SIMPSON H2A nails in each end at each rafter. CS Z o' at each Rafter. WithW N = E.`s 2"x4"CONTINUOUS (5) 8d x 1-1/2" nails in Rafter PROVIDE@STRUCTURAL RIDGES 2X6MCASILL a � 4 Ft Perimeter o E LATERAL BRACE AT 6'o.c. cO ° °1- TRUSS OR CEILING JOIST (2) 8d X 1-1/2" nails in plate Each Rafter on Each side (GROUND CONTACT) J LU U) 4" O.C. Zone Panel Field £ �w 0 E L M ° w GABLE END 5 8d x 1-1/2" nails in Stud of Ridge to have a d�' � Nails spacing Nailing-See See Nailin HDU5 HOEDOWNS o 6 ` m 2-10d NAILS ( ) g TYP CONC.FND.WALL LL o p g g g ALTERNATE W/ 5/8"ANCHOR BOLTS c z m ° = a Simpson LSU skewable hange . w W Z Schedule Dwg-1 LOCATION - g a 0 TYPICAL CORNER v- � OF HOLDOWN =" a �' _Z .5 CONSTRUCTION Z 2.° o 0 10-8d NAI w �' o w Y SEE DETAIL ABOVE m o- O "=' Y ° m 1° m „ ALTERNATE 2-16D NAILS @ 6"oc m L� o .120 1-1/4 x20 Gage Metal Coil TYP.ANCHOR BOLT _i mww w � ° 3 c c�'3 LOCATION 3-CORNER STUDS *6 ° o o °s w m a r Strap with (5)-8d common nails OF HOLDOWN CONNECTED TO c 0 cn cn T c N ai N w v°i rn TRANSFER SHEAR r._ 5d COOLER NAILS 0 o.c. °°° CORNER STUD LOAD •L i1 o c S m o a 3 in each end. catch jack studs Look Out Blocks 2"x4"BLOCK NAILED TO EACH � "' '-•- m ° E and window or door Header. CONNECTED TO Gable End Wall TYPICAL HOLDOWN PLAN E= E E�,0 �, BRACE WITH 4-10d NAILS u �° o a �"t ° c ca GYPSUM BOARD Typical each side and ALL TRANSFER SHEAR Less than r.=- � s- E ° a yp, 2016d COMMON NAILS u - `� s u, c U c 5d COOLER NAILS AT 7"o.c. 20 GAGE STRAP windows and doors. i @ 6"oc VERTICAL or Equal DETAIL t`C, GARAGE N.T.S. �y � �� ¢ to c � �r 2X STUDS @ 16"O.C. �� c a t= m o w 10-8d NAILS I 1, 12AX BLOCKING @ 24"O.C. t0 12 DOOR CORNERS F- 8 ,n M a' ca E LEO- o a END WALL STUDS RAFTER-TO-STUD CONNECTOR & BRACED WALL PANEL JACK STUDS TO HEADER TIE RAFTER TO RIDGE STRAP PER IRC FIGURE 602.10.7 TYPICAL HOLDOWN RAKE OVERHANG LIMITS - LOOKOUT BLOCKS 0) END WALL NTS CONTINUOUS SHEATHING SEE FOR MODEL NO. PLAN CEILING BRACE IN LIEU OF RIDGE STRAPS NTS WFCM FIRGURE 3.7aNTS PROVIDE MIN,2X4 COLLAR TIES @ EACH RAFTER v7, Z7V NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD PLAN-AT CORNER HOLDOWN Z J OF THE ATTIC SPACE AND ATTACHED � E: _ 4 5 2-1/2" LONG 6 TO THE RAFTERS WITH 4-8D NAILS 7 EACH END CEILING OR ALL THRESHOLD CAREFULLY 0 Q FLOOR JOIST FLASHED&CAULKED TO —J W DIRECTION PREVENT O I_ 0 ENDWALL— ENDWALL WATER INTRUSION I I OMPOSITE RAILING � CONTINUOUS FLASHING EXTENDED SYSTEM.VINYL RAILI NIG • I I TOP AND BOTTOM RAIIL LOOR AND CEILING JOISTS SIMPSON ABU POST PAST JOIST HANGER AND COLUMN COVER AND o• TO CONCRETE BRACKET CUT A ENSIONAL LUMBER OR ENGINEERED COLUMN CAP.MEET R;CNYS 4"OR 6"TREATED A (J60" STS-SEE PLANS I GALV.DECK HANGER i i FOR CODE POST LENGTH COMPOSITE OR 2-1/2"GALVINIZED „ SIMPSON LUS26 @ 2X6 PRESSURE TREATED (gl CARRIAGE BOLTS POST TO HEADER CONNECTOR 12 Min SIMPSON LUS28 @ 2X8 WOOD DECKIN 6X 6 TREATED POSTS GRADE BLOCKING I SIMPSON LUS28 @ 2X10 LAG BOLTED TO JOIST 1/2"x12"LONG STEEL SIMPSON BSC TYPICAL _ - ANCHOR BOLT 17-7 111 1 AS PER MANUFACTURES SPECIFICATIONS. Z COVERED FRONT PORCH FOOTING: CLEAR 2- 48" I — _ 2X P.T. LEDGER;ONE SIZE GREATER O 1/2' DIA.GALV BOLTS 101 24"x 24"x TO VIRGIN SOIL e- 2-BAYS IN iv� THAN JOIST AND NO GREATER � � p BLOCKING @ 48 INCHES ON CENTER THAN THE DEPTH OF BAND JOIST 2 x JOISTS I LOCK WASHERS. SIMPSON POST o S O H ATTACH TO BAND JOIST WITHO cM CONNECTOR ••o: N 1/2"DIA.LAG SCREWS PER IRC 2x RIM JOIST &ANCHOR BOLTO Z SECTION A - A v TABLE R507.2 DECK FOOTING 12"DIAMETER Use 1-1/4" Metal co tip of lag screw shall fully extend beyond Ay BEAR FOOTING ON VIRGIN SOIL Coil Strap 20 Gage with Q,' the inside face of the an joist. 36"MIN.BELOW GRADE i i p g 0 Q SIMPSON H2.5 AT SIDECOVERUJ W END WALL BLOCKING DETAIL �SIMPSON DTT1Z @ MIN OF EACH JOIST , y•r� 12" Min (5) 8d common nails 00 FOR FLOOR AND CEILING BRACING g 4 LOCATIONS,SPACED EQUALLY 2 MINIMUM n in EACH END at O : MIN THREAD WITH ONE WITHIN 24"OF EACH SIMPSON BC P.T. POST TO CONIC. PIER & FOOTING EACH Stud.TO Ui 0 R CONNECTOR WFCM 2015 FIGURE 3.7b NTS PENTRATION END OF THE LEDGER. POST GIRDER DECK POST TO COtJC. PIE FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH o •. CONNECTOR CONNECTION C7 COVERED PORCH NTS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL SIMPSON ABU Instated in accordance EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG SIMPSON ABU Installed in accordance with Simpson Specifications IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT W/MIN.3"PENETRATION SHALL BE JOIST SPAY/4 with Simpson Specifications A MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS TO CENTER OF TOP PLATE WALL TO WALL STRAP PER NAILING SCHEDULE. H WHEN ATTIC FLOOR, CEILING JOIST OR HIP ROOF IS USED TO BRACE ' 1 STUD,OR HEADER LEDGER BOARD ATTACHMENT TO BAND JOIST 12 DECK AND RAILING DETAIL 13 NTS 10 THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. NTS 14 15 NTS IF•,,.•,Il Holdowns are required at 1-1/4"x 20 gage G-185 ►moi each end of a perforated Hot Dipped iGalvanized Strap 3-Corner studs with (5)-8d cDmmon nails ENDWALL shear wall. When full height at each studl,wrap under sill CORNER STUD 4 stud corner 4Z cl� connected to 3-2X and nail to beck of each sill. 1-1/4" x 20 gage G-185 CONNECTED TO cc � 3-Corner studs shearwall segments meet at transfer shear g g TRANSFER SHEAR a a corner. A single holdown s � � Framing members Strap may b.,attached OVER Hot Dipped Galvanized Strap ^� connected to g load y 2-16d COMMON Simpson HDU5 A � shall be permitted to be the plywood OR direct) to with (5)-8d common nails NAILS 6"o.�. o transfer shear used to resist overturning ~� studs. with 14-Simpson w load 2-16d Nails TYP. HDU8 HOLDOWN at each stud, wrap under sill SDS 1/4"x2-1/2" forces in both directions ,� _ and nail to back of each sill. @ 6 o.c. w/ 20-SDS 1/4" x 2-1/2" Screws N Nail to back of each stud wood screws F•—1 �, „ when the walls are fastened Strap may be attached OVER ,� 2-16d Nails 6 - I�-� as-per detail this page. the plywood OR directly to @ 6 o.c. Simpson 7/8 threaded rod ;° ;r`;°° Studs. � :b t o :° 5/8" Threaded Rod '� `�' o TYP. HDU5 .`___,.coupler-nut and SSTB anchor -T=_--7__z7 o �J ;� cv =III=III HOLDOWN bolt thru-box and inbed into concrete foundation. Preservative-treated =IOL,' =•`` Typcial floor system and framing , 5/8" Simpson barrier required for FOUNDATION-SILL-STUD _ �`D API � O SSTB connectors in contact Preservative-treated co r Anchor Bolt with treated wood STRAPPING Wrap strap under Simpson HDU5 '� ' barrier required for - _ ,° ���. �`- • Applies to Garage Wall and ;iii-Iii C ° pp g ii,-ii sill and Nail to � with 14-Sim son � tea• connectors in contact Slab on Grade Construction - �i back of Sill- SDS 1/4"x2-1/2" per manuf. Specs iii ; - : < ' .... and NYS Code with treated wood wood screwsNOTE;ALL STRAPPING TYPICAL SIMPSON HDU5 CORNER HOLDOWN RAFTER FACE TYPICALSHALL BEAR MIN,.12"ON STUD OR s C! ON CONCRETE AND BETWEEN GARAGE OPENINGS SIMPSON HDU8 CORNER HOLDOWN FOUNDATION-SILL-STUD ��, ^ 01090 yd . BOX FRAMING TYPICAL HOLDOWN r�fa STRAPPING IN CONTACT WITH CONCRETE OR MASONRY STRAPPING 16 NTS 17 NTS 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 20 BETWEEN 1 ST & 2ND FLOOR OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. NTS I i 6*DIAMETER Rigid insulation Typ Roof Const. glued together Double Frame Attic and lay on plywood access opening 2 x CJ w/insulation ..:,ene•, ne LeetNe ne �� .ReFIlCTIV[WAIT! Typ Roof Const. attic hatch - R-value 2X ceiling joists as per drawings Typ Fascia/ x CJ w/insulation equal to the Ceiling see plan w/ Typ Fascia y Soffit see insulation requirement R-38 Batt Insul. Soffit see Const. Dwgs as per drawings Const. Dwgs Sealant or adhesive Typ. Exterior wall Sealant or Typ. Exterior wall See Const. Dwgs adhesive See Const. Dwgs N "I ' The con°tructlon type' STROKE asing 1/2" Gyp. Wall dealgnn"on ah.11 be 1x2 Stop Board lelndlcateth:on., tion elanNloatlon of the 1/2" plywoodud.r RAFTER ON PLATE attic hatch —ti.ero 2ft DESIGNATION FOR STRUCTURAL secelon[oz of the RCNYs COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION NTS (see plan for size) ATT'C HATCH DETAIL NTS NTS e epn F'o 1poue'," 'se�me na � '�; tno, rR" ROOF FRAMING O U'LDIFR FLOOR AND ROOF FRAMING STANDARDS AND COW itDi y -- CONTINUOUS BEAD OF ADHESIVE TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT W W OF SEALANT thin profile structural Tub CONTINUOUS BEAD OF ADHESIVE NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD sheathing as draftstop Typical CONTINUOUS BEAD () Applicant shall provide engineered wood placard 7 SUBFLOOR GLUED,CAULKED OR GASKETED behind tub exterior on or adjacent to electricall meter box for field inspection. Z TO RIM JOIST/RIM CLOSURE Wall W Q Continuous Bead Residential structures with Truss type construction, 0 RIM JOIST/RIM CLOSURE CAULKED of Sealant or Pre-Engineered Wood Construction And/or Timber Construction OR GASKETED TO SILL PLATE for new dwelling and/or any addition,alteration V J ` adhesive Sealant CONTINUOUS BEAD '�/^ W / OF SEALANT a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 LADDER&STEPS R310.2,3.1 45'-0" shall be affixed on or adjacent to any electric box attached to the exterior W SILL PLATE INSTALLED Adhesive of the structure for field Inspection W Z Z OVER GASKER SILL ` CONTINUOUS BEAD WINDOW WELLS WITH A VERTICAL �/ _ J OF SEALANT DEPTH GREATER THAN 44 INCHES 19'-7" 4'-11" 20'-611 (� Sealant INTERIOR GYPSUM WALL BD SHALL BE EQUIPPED WITH PERMANENTLY 1 Q AS AIR BARRIER AFFIXED LADDER OR STEPS USABLE D �✓ WITH THE WINDOW IN THE FULL OPEN 2 x 6 DECK JOISTS @ 16"oc TYP.DECK FOOTING W J J W AIR BARRIER AT FOUNDATION TO BAND JOISTS DRAFTSTOP & SEALANT AT POSITION, RUNGS SHALL HAVE AN 2-2 x 6 P.T.GIRDER—,, SEE DWG-2 MAINTAIN REQUIRED SEPARATION rr�� 2 INSIDE WIDTH OF AT LEAST 12 INCHES vJ ra...l O L NTS €XTERIOR WALL OF BATHTUB AIR BARRIER AT ALL BAND JOISTS SHALL PROJECT AT LEAST 3 INCHES DISTANCE FROM ALL HEAT NTS NTS FROM THE WALL AND SHALL BE SPACED E3* _ — _ — _-rt]1 COMBUSTIBLE MATERIAL AS PER PRODUCING EQUIPMENT TO eer 0 NOT MORE THAN 18 INCHES ON CENTER ,________________, MANUFACTURER'S SPECIFICATIONS VERTICALLY FOR THE FULL HEIGHT OF I I ANDLATEST MECHANICAL CODE. O p THE WINDOW WELL, ' ' I TYP.DECK LEDGER I ry Thin profile SEE DET._ON DWG 2 ' ' ' ' iv - n W I Fireplace enclosure ; ' p structural "' insulated to top sheathing ----------------------------- - --------- ---------------- L-----------------�,----------- ------------------------- --- In of second floor ; ; ' ' FURNACE , , ' o ceiling line heet Metal Firestop 1 ; ; ; ; ; M'N Seal joint with 1 1 I I 1 O to O rn support = Non- ombustable ; $ 13'-10'/" 1q31/2" 14'-5" ' '3Y 14'-9'/" U� - `o c o-6 sealant ; 1 l� „ " 1 1 d U,�•- O V C y V C blocking "4t"I ~ 11 II " o �� zo = °3�� � 11 UNFIN. BASEMENT , , 1 — a O o 1/4"structural sheathing ; ; 1 ' --, .BASEMENT SLAB-4" 1 I TYPICAL INT.FOOTING/COL ' .� .24 010 `o Sealant or - as enclosure liner sealed ' 'O ; ; CAST-IN-PLACE SLAB ' ' 30"x 30"x 12"THICK ; ; o•8 8- 0 - •--- eo ---- 1 WINDOW WELL R310.2.3 .---1-1- ' ' I I c o v y Ad >°7 adhesive at perimeter and seams. , 1 TYP ON 6 MIL VAPOR BARRIER 1 1 CAST-IN-PLACE CONCRETE � -ws c ' I I ' 1 1 n 1 1 N (/1 C O fd•- IS O C gam. OO 4 HORIZONTAL AREA SHALL BE 1 , , 1 ON MINIMUM 4"SAND-GRAVEL ,___,_,___, FOOTING&3 DIA STEEL t , a w fn 3 L c'c 3 0 Pre-Fab Fireplace ,_ _ELL ,0 MIN 9'-0"SQ FT.WITH A ; GROUP 1 SOILS. COLUMN o O ° c n to t Y I I I I I 1 I , .I-. Otw Refer to manufacturers c� I I 1 ,q , , >_ _ D 1 I x HORIZONTAL DIMENSION 1 , , 1 , , , , , , c N a�. m W.- " M ' ' ' ' OF MIN 3'-0"TO ALLOW FOR ; ; m � y C 4a 1 IC F.D LU I I=LIJ •-_-'-'---, " I C d O c j N� 3 U E p specs for installation �o = EMERGENCY ESCAPE AND 1 c'a o � L C o manual , ,� Q , , RESCUE. COVER PLACED i .___��___. n; O o= m CC) g OVER OPENING PER R310.4 i ; i n =.y 5 m `t U c I C Q O f0 O ) N 2x10 FLOOR JOISTS ; cu 0-0 7 11 Fes' FL- U ?N O' FL- N E O.C o a AIR SEAL DETAIL (7— PREFAP FIREPLACE - ' ' ' ' _ ----- ----- M" ti , 1 @ 16" oc � t v This detail Is for weatherstripping and draft sealing, NTS ' ' 1 It is not to be used as a guide for fireplace installation. ' ' o c' ' 0 Refer to Manufacturer for Installation manual. I I ; ; 00 Nr 1 ,4'-4" -- -'--- 7'-2" 7'-311 N o 1 i i> ' i , ; 2-FLOOR JOISTS i pp 2x10 FLOOR JOISTSco r I I 1 I 1 1 1 I J O , ' ' �..- I I 1> c') , , X 1 -- 1 2-FLOOR JOISTS ' ' M � - - - - - _ — _ ;— — _ ; ; 2x10 FLOOR JOISTS ; @ 16" oc 1 1 ROOF JL 411 VTR A 4„ VTR o 2-FLOOR JOISTS ; M N - 1I I , 1 �� Lo 1 1 00 ---- - N 1 1 i 211 I I I 1 1 " -----------�------------ ------------------------- 1 1 ' I I 1 I � 1 , II ^ 11 ______ r------------------------------------------------ ---- � , 3" W - �' S m 1 C? � � 1 �� �� I I °0 LU ,Y to CO 1 UNEXCAVATED i NO 1 1/2' 1 1/2" 1 1/2" ; ; o f 1 1 UP ; TYPICAL GARAGE SLAB ' ' C- L i i ' ' 4" CAST-IN-PLACE SLAB 2" 3" r�i i i E � i i i W/6X6 W4.0 X W4.0 WWM L j i i co � � 1 I ; ; PITCH SLAB-1/4"FT TO � � W Q OrrI 1 m (n ; 1 I GARAGE DOORS t 1 IJU 2NDFIL. 1 I 1 I I w 1 1 •- 1--------------------- ------- 1 I , 00 W p fq „ I1 1 1 C I I UU W Q I r- 9'-31 91_3,1 � i U 3 2 --------- ------------ 1 C0 i i i - TYP,DECK LEDGER i I , ; 311 ce) ; Q SEE DET. ON DWG 2: 1 L----------------------- •- 2 ; ; 2-2x8 P.T.GIRDER 211 211 L----------------------------------------------J L 211 1 00 ------- 1 -' I 1 I 1 � I 3" I I r I I 7 1 1/2" 3" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" H DW WA HER 2,1 211 21 1 Q I I 1 , 2 � 1 ST FL. B A ; ; I I 181-611 311 f\J 21 21 4" FAI 311 211 311 311 ----------------------------------------- 3" 3 - i H COCO ------------------------------------------------------------ ? M Ua ICO CO SIMPSON HOLDOWNS; b411 man14'-10" 10'-4" PROVIDE HDUS @ 2-STORY WALLS U 'b b�A „ 25'-2° 19'-10" BETWEEN OR ARAGE DOOR ONE STORY WALLS � t-�r � C.I.H.T. PROVIDE GALL CORNERS& Q o 'd CONNECT TO A NEW 4 SUFFOLK COUNTY DEPT. PLUMBING RISER DIAGRAM TYPICAL FOUNDATION 45'-0" OPEDWG 2 FOR REFERENCE EFCM& OF HEALTH APPROVED IN ACCORDANCE WITH IRC CHAPTER 4 TABLE R404.1.2(8): NOT TO SCALE SANITARY SYSTEM ,1 "rD A 8 CAST-IN-PLACE WALL WITH ;<1 HORIZONTAL REBAR PER IRC TABLE `9 flO ,�F TYPICAL ANCHOR BOLT R404.1.2(10) OR SEE DWG-1 FOR TABLE FOUNDATION PLAN MAXIMUM SPACING:5/8"@ 42"O.C. ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, EMBEDMENT OF 7"WITH 3"x 3"SQUARE 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE SCALE: 1/4" = 1'-0" WASHER.HOLD 12"OFF CORNERS AND �F HOLD 4"TO 12"OFF EACH END OF EACH SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND SILL PLATE.AS PER WFCM TABLES 3.2A,B,C, r TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP sA o1�0�° yob FOOTINGS 1V TO 2H . ��°�10 "'�� Pre-Fab/ Factory Built Fireplaces R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed In accordance with IRC code chapter draft openings (both vertical and horizontal) and to form an effective fire barrier 10, factory-built fireplace inserts shall between stories, and between a top story and the roof space. Fireblocking shall be UL listed and labeled and shall be be provided in wood-frame construction in the following locations. installed in accordance With the 1. In concealed spaces of stud walls and partitions, including furred spaces and conditions of the Misting. Factory-Built fireplaces shall be tested in accordance parallel rows of studs or staggered studs; as follows: with UL 127. Hearths shall be installed in 1.1. Vertically at the ceiling and floor levels. accordance with the listing of the 1.2. Horizontally at intervals not exceeding 10 feet. Fireplace & in accordance with IRC codefor Hearths & Hearth extension. 2. At all interconnections between concealed vertical and horizontal All Fireplace shall be equipped with an spaces such as occur at soffits, drop ceilings and cove ceilings, exterior air Supply. Exterior air ducts 3. In concealed spaces between stair stringers at the top and bottom of the run. shall be UL listed. Factory Built Chimneys Shall be In accordance with IRC Code Chapter Enclosed spaces under stairs shall comply with Section R302.7 10 Section R1005 Factory Built Chimneys. 4. At openings around vents, pipes, ducts, cables and wires at ceiling and 45'-011 floor level, with an approved material to resist the free passage of flame and products of combustion. 19'-7" 4'-11" 20'-6" TRIPLE STUD 5. For the fireblocking of chimneys and fireplaces, see Section R1003.19 7'-5" 9'-8+/" 2'-5Ys" 0, 2'-51/21' 5'-7" 9'-2" 3'-3'/z' ® FiOLDOWN W W �r�FLOOR TO FLOOR 6. Fireblocking of cornices of atwo-family dwelling is required at the line of /01 V dwelling unit separation. � TYP. HDU HOLDOWN FLOOR PLAN VIEW 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral Jit '!� SEE ADDITONAL DETAILS ON DWG 2-3 ZLL wood or glass fiber installed securely in place or 1/2"gypsum board. W W Q SIMPSON HOLDOWNS; 45'-0" -------------------- &OODRLANDING PR VIIDU HDUB@2-STOYWA,ALLS W W �" U -------------------- AILINGS AS ONEW Z Z ER CODE PROVIDE AT ALL CORNERS& LL -- ' BETWEEN GARAGE IDOOR L,,/� OPENINGS. REFER TO WFCM& Q _ TYPICAL a��1r�j DWG 2 FOR REFERENCE, Q W — — — — — — — — — — — — — — — — — — - �- — -Q — — — — — — — — — — — — — — — — " HDU5 = W � J - - - - - - - - - - - - - - - - - - - - - - - - - - - - -N = _ - M - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ HOEDOWN �`" 36x62 Op 36x62 N 36x62 36x62 U) J O I O � = O KNEE WALL KNEE WALL I 2-2x12 2-2x10 2-2x10 2-2x10 2-2x10 = I I 0 � I` OU _ = 1 UL LISTED W fD =N = I co � I WOOD BURNING � �-- � -7 M _ I PRE-FAB FIREPLACE _ _ _ 2�FLOORJOISTS - -� GLASS DOORS - - - - - - - - - - - - - - - - _I 2-FLOOR JOISTS U) - HEARTH EXTENSION KNEE WALL KNEE WALL I N N I AS PER RESIDENTAIL _ LINE OF CEILING SPLAY Q I di 1 VENT TO EXTERIOR m° m. _ , „ o L' ----------------------------------- ----- --------------------------------------�--- -------------------------------------- ----- 14-3 X 14'-511 15'-2" N �, 0 � ` a ° 20N •- w 14'-3" 14'-511 cx 15'-211 3+/" 3'/z, = 31/11 a ro`88 ` N g N o M , N wc, oscl=nMc #1 3/� N LIVINGLn �w 8 W 2- BEDROOM l o ROOM 8e0.9 ` N � ` I O -6 Cn Off— I NO O Oo �-0 ° ° cc N I 2 STORY = = '2 > Y below a _ °Y Cro 0 c o 0 `D ' 2x10 FLOOR JOISTS (D`� ` c ° f°'- ° = 3 u� r dU� CEILING 2x10 FLOOR JOISTS u, -�-• .,= N._ Cn U)to J rn r I p 0.- of L N21 � BEDROOM 2 c� � N �•Q3 = =�'3s � w o� 00 U) U)w BEDROOM #3 o= @1s"oo 3'-3" @16"oc '• N c °'��• _ °°�'� y� - IN \ Q Zg -'� (D Z�rO --- - oxo X :t a� c O ° a o O� W O1- N1 W w (D f0c m -WC ° 3 j` o W O _ (2)1-3/4"x11-7/8"LVL Z g o M I w Z O „ N th _ ° ° c t E v = o (D J J U' X J�G> (D O II f 2 = N'2 I('? N o� Q O GUARDRAIL O c w0 N NI zz° _ _ _ _ _ _ _ _ _ _ _ _ _ - B °'Z =V c x 1 r/)1 3-1/2"x 9-1/2 LVL FLUSH S 'N T, m P� ° d ° y _ a+ c aE m m� N N - N `° I "�a (� KITCHEN \ _2x10 FLOOR JOISTS co FL- L = P N .- x x U N C N N 4, W ¢ rnc = a+ 0 N C'7 '-6" 2'_(4" 2,_!}n = X = N (o S o BALCONY =" ~ x ° O 2x12 RIDGE N 4'-0" co O:M 0 M 1 co I - W Uj O M tV @ 16"OC M - - - - - - - - - - - - - - - - - - co - - --- - - - - - - - - - =----• O?}� d Z O cl �,� 2-F OORJOISTS o e ° 2'-6" 30°X22",RO o I M R O g Q = , ,1 in 00 c'� (� - - - - " -% — - ° o I rn ° ° min; 4t�ic 0 5'-0" I W O'W 3-0 ? N, M _ o - cc Ud`r ¢ ~ c bio = `----- +z' QZUIM rn - - - - - 2'-6" om I \ o 0 @- N I �� Ym 4r- In " 22x10 UN - -- " ir o W D �, = N I WALK-IN 1 FAN , J S = .�- T-91s l 5'-0" � O� ./ tW7 I \ ¢ O LL ~ „ co N I - (i O O 2-2x10% (- = FAN r -- - - W CLOSET Q _ _ _ Plumbing Note: z 0 Q c�o: 5-0 M in o - - - G N `7 o CD U .N I _ _ -_'o = , I 4'-0" co `° _ 5'-0" " J In co INSTALLED IN ACCORDANCE WITH _ ALL PLUMBING SYSTEMS SHALL BE l =N N _o It x / _" N , , ____ V v _" 4-0/ '� I 1 „ _2„ +/s" D 3+/" 3+/" \ a PART VII OF THE IRC I N M N, M eN- CV c� N \ ' 3�/s o 0 14-3 c� ° _ N 2 x 0 S c '3- 1-3/4"x 9 1/2"LVL F SH N M ' I J - - 3-1 3/4_x 9_1/4_'LVL FLUSH— - - — - 3+s" -- -- - - M co co Electrical Note: 2x4 COLLAR TIES 16"oc ' UIPMENT ' " _ , , L ALL @ / to I _______ /' 21-611 i II = 11 __ '_ , , AND WIRING ISHALL CAL OBE INSTALLED I - 71-411 ---_ _-_- THE IR ACCORDANCE WITH PART VIII OF BEARING Io , x F \ i BEARING l 2x10 FLOOR JOISTS = i i _______________ __ IN ACC o WALL �� 1 1 N -�I o , , C. A MINIMUM OF 75% i� o / 1 0o x I I'" FOYER ___ MUST HAVE HIGH-EFFICIENCY C ENC AMPS. WALL cD , �a �'� . 1 I x cli W I N @ 16"oc = c I I ZD' R5, INSULATED SOLID ' ' to I % 1 N M I 1 -1 N ABOVE OPEN O 1 1 i G N XII CORE STEEL DOOR J , 1 1 I 14-3 10-4 4-4 1 14'_7Y,' I DINING 1 y 141-311 101-411 41-41 �, I I W/SELF CLOSURE J � � _" � � 3,/„ _ ROOM o I I _ Mechanical systems 3 UP °O In THE MECHANICAL SYSTEMS SHALL + 11 + „ 1 I .I ti I 1 2-2x6 ' 13/" ' co In , , BE INSTALLED IN ACCORDANCE WITH CD 3 z' 3/z 3 + 1 I I = I I ' 11 m e 2-2 Cl) x , , o PART V&VI OF THE IRC, p W I I ' -- --- --- --- - , / I 1 I OS I � _2x10 FLOOR JOISTS w ALL MECHANICAL SIZING PER ACCA N F-- ' MANUAL"S"BASED ON LOADS O 24X48 I I / ; , •T I @ 16"oc -N CALCULATED PER ACCA MANUAL"J" O Z 2XIIO " c� �f l _ N , , DUCT COMPLIANCE WITH MANUAL"D" M / 2x6 CdILING JOISTS 16"oc L \ - R JOISTS i i 1 . J W TYPICAL 2x10 FLOG T (!1 - - - - --- - — - - - - - - - - - - - - ------------------------------_�/ 2x4C'OLLARITIES @16"oc II HDU5 2-2x12 M @16"oc ---1-1---� W Q \ /I I ; I HOLDOWN , , m W II .----------------- - LLI 1 , Q O U) — — — — — — -- - — — — — — — �- — — — — — — — -f 4'-4" 1 BEDROOM #4 Il 3-36x62 --- -- -- -- --------------- ----------------- .1 C F- LU U N T I I i oo XII - -- GARAGE v r� 1 -------- ----- II I /S I I J TION ; 0 1 (" co II „ N ACCORDANDWELLING-GACE WITH RGE C TABLE ( 6 PERMA-CAST W I COLUMN SEE DWG-1 FOR TABLE W 1 N N = I II Y � 11 a II 9 CD J �- 11 I 9'-53/" ' I 9'-33/411 1 IL 1 I I ( o i i i N B A 19'-1" , ' 5/2 MSI Ln l I " TYPICAL 2-2x8 i i 2-2x8 � 24x48 1 — — — — — — — HDU5 - - - t_ — — ._ — — — — — — — — � HOEDOWN 36X62 �r- llptt 7'-5" 71_51 1 36x62 = V 9'-11" 9'-11" c+� � o 14'-10" 10'-4" 5'-0"21� 9'-10" 5'_p" �°'� 14'-10" 10'-411 19'-10" F-IIIl [� 45'-0" 25'-211 �.' V 19'-10" > 2ND FLOOR PLAN 45'-011 M b oo ,� SCALE: 1l4" = 1'-0" WINDOWS & SLIDING DRS CIS O M AREA SCHEDULE Plans indicates SILVERLINE Series 2900 Single 9'-0" CEILING HEIGHT aI •� � oIx NAME AREA Hung Vinyl Window Model Numbers and shall be In accordance with IRC R609 AREA SCHEDULE 1ST FLOOR PLAN 2nd Floor Area 990 sq ft. ��,� NAME AREA SCALE: 1/4 = 1 -0 To be designed & installed as per manufacturers 1st Floor Area 1348 sq ft. specification for 140 ultimate design wind speed and IRC Table 301.2(2), 301.2(3) Garage Area 386 sq ft. O Smoke Detector Carbon Monoxide Detector : Glass Type: LoE2/Argon; U :5 .30, SHGC <_ .30 co Refer to DWG-1 General Notes �-' EGRESS: shall meet R 310 O � 0190 10 OQ WINDOW FALL PROTECTION: shall meet R312.2 In Compliance with R314, R315, IFC 915 OF NE.Ny, Substitutions made upon meeting Code. See page one, general notes for additional code requirements. 12 10 W W To f Plate U - - - - z W Top _f PlateVI , Q 0 _ for Y117 WLW >- U ry 9C)„ U „ U) ' Q W J J U) J Q 0CD — I— _ Top of S bfloor To f Subfloor � O W r U Top of Fou dation Top of Foundation 7 C N'0 ` 1 I I I I I I I mO1 any �? aCL I I I I I I I I ajr' I l �� € CL�1y NC L JI I , ILEFT ELEVATION I I o- c o � = y8 I REAR ELEVATION ' ' I ' 0 w'" — V-011" I I I l -06 M- c SCALE: 1 /4" = 1 '-0" l I I Ios 0 co Top of ooting To of Footing — — — — — — — — — — — — — — — — — — — — — — — I — — — I �, N - C - 1 - - - - - - 1 - - - - - - - - — — — - - - - - - - - - - - - - - - - Z - - - - - - - - - � [ - — - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - I - - - � ssc _ c w °1�:. 3SE ac� «-' Oo o _ a 0 g44) o x Cpp a. m N'O p U z i 1+ Uu1cpCT F— mEEL CL Chimneys shall extend at least 2 feet higher than any portion of a building within 10 feet, but shall not be less than 3 feet above the highest point where the chimney passes through the roof (Chapter 10 - Table R1001.1) 12 10 10'-0" N 12 12 12 2 )AA 10 To Plate 12 To of Plate , ?�� ca o LU N I— o Z W W 00 0 0 U) J ' °0 I— > Q 0 u CD N TA To Subfloor __Topjofpubfloor V1 To f Plate To of Plate to ® f ® — q o U1 U Li LA� To Subfloor To of SubfloorLU �..� O op of Foundation ` To of Foundation LIE] ® [loom .� M T LIE] F1UUMM �qU � �o I I FRONT ELEVATION I o RIGHT ELEVATION L J 1 I � I I �D �� • , SCALE: 1 /4" = 1 -011 I I SCALE: 1 /4" = 1 '-0" r\\ V A ,/ 0'� I fr To�ofFooting [I - - - II - - - - - - - - - - - - - - I �- - - - - - - - - _II- - - - - — �� - - - - - - - — I To of Footing I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II — I� � * u - - - - - - - - - - _ _ - - � - - - - [ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — — — — — � — 01901 yOQ. TF OF NE�� TYPICAL ROOF CONSTRUCTION Class A Asphalt Roof Shingles (30 yr) w/ ONTINUOUS RIDGE VENT fasteners per manufacturer's specification IDGE BOARD CONTINUOUS RIDGE VENT and IRC 2015 for 140 mph wind speed. RIDGE BOARD FOAM ATTIC VENTILATION Ice & Water barrier as per IRC section R905.1.2 CHANNELS.TYPICAL @ ALL (Note: Double underlayment is required INSULATED SLOPED RAFTERS for Roof slopes between 2 on 12 and 4 on 12) Framing As per plans with 1/2" exterior grade Top o Plate_ span rated structural plywood Sheathing, Nail to framing in accordance Fastener Schedules & Strapping per detail sheet(s). 2x4 CT @ 16" oc TYPICAL SOFFIT CONSTRUCTION. BEDROOM #4 0 12" overhangs-typical B0 6" Wood fascia & 6" Wood rake boards. I Trim in aluminum or use "azek" or equal metal drip edge, solid trim Top of late Fully Vented Vinyl Soffits TopTo o Plate TYPICAL EXTERIOR WALL nnn Qr n n nnr nnn nnn �r n > >nnn nnn � nnnnn nnnn n nr ® ® S " p - - — 2 x 4 and or 2x6 Doug-Fir Wood Studs @ 16 oc. Double top Plate and Single Sole Plate. BEDROOM #2 r = 1/2" exterior Grade - Span Rated W W Co co Continuous Structural plywood Sheathing. V Z0 ATTIC ® ® Fastened per Fastener schedule. Z a tyvec House Wrap or equal. W ❑ N 2 CAR GARAGE Vinyl Siding as per clients selection ❑ Top of Su floor installed per manuf specs and IRC. To of late uplift Strapping installed in accordance with W W >- V Top - - — WFCM 2015 manual and drawings. Z Z w TYPICAL FLOOR CONSTRUCTION ❑ U lush LVL Top of S bfloor ❑ 'W — — 3/4 Plywood Span Rated Subfloor, W J J Tv D.GARAGIE SLABTop of Fou_dation Glued and Nailed in (!) J Q KITCHEN PITCH TO DOORS DINING a accordance with the fastener schedule. Q = Floor joists and Bridging as per Code. ROOM ❑ V '• TYPICAL FOUNDATION CONSTRUCTION O Q W 0 8" 3000 psi Air Entrained cast-in-place concrete C U) BO wall on 16" x 8" cast-in-place Concrete Wall Footing. — - - — Top of S_u floo_r_ °': Concrete Horizontal and Vertical Reinforcement per IRC Chapter 4. E.o Top of Foun ation o,• o c 8 - — Exterior- Damproofing. 2- 2x6 approved �, o.E L—J '�i a ISI �.. �: Top of F otin� treated SIII Plates, SIII Seal And Termite Shield. � � L a t .: Anchor bolts per Foundation Plan and WFCM 20150 j U n o LI a 8 2 CO m -cc 22 ° '� �' o Uplift Strapping per WFCM 2015 manual z a UNFINISHED SECTION C and drawings. = y 0, 0 2 Y °0 INSULATION SCHEDULE _2 � ° = 3 c c 3 a� � .n - n � o o BASEMENT Insulation requirements shall comply with R402 g ° 3 = y y w N�, SCALE: 1 /4" = 1 �_��� a py � ° � ° building thermal envelope and Table N1102.1.2 M, �g'.E _ ` N .. TYP.BASEMENT 5 AB SEE DWG-2 FOR STRAPPING DETAILS � 2 .e� � . - Top of F ting AND DWG -1 FOR NAILING SCHEDULE Location R-value Thickness ue me t- moa — - Flat Clg* R-38 12" z ¢fn a m c nE m o-° 10 a 8w Flat Clg R-38c 10-1/4" � 8tocaa PccEa.. Vaulted Clg R-30c 8-1/4" ONTINUOUS RIDGE VENT Floor(unheated space) R-30c 8-1/4" SECTION B— Floor outside air IDLE BOARD Ice and Water Shield consisting of ( ) R-30c 8-1/4" 2-layers of underlayment cemented Exterior 2x6 walls R-21 5-1/2" together or of a self-adhering Exterior 2x4 walls R-15 3-1/2" + SCALE: 1 /4" = 1 -O�� polymer modified bitumen sheet, R-3 - 1/2" Exterior Foam Insulation shall extend from the eave's edge Above grade attic walls R-13 3-1/2" x4 CT @ 16' c to a point at least 24 inches inside All Glazing U = .30 SCGH: .30 the EXTERIOR wall line of the Building. Doors-less than 50% glazing U = .40 Door-more than 50% glazing U = .30 *If part or the entire attic will be decked over with plywood, the ceiling joists must be deep enough in order to fit the 66666N�� �V�MM �4LQO[Qdlmf IM Q� ( Top,of Plate batt insulation so that it is not compressed. If not then Clg Jsts will have to be built up or upgraded to the next size. Flush LVL INTERIOR WALL FINISH LVL BEAM ® ® Provide 1/2" Gypsum Wall Board on ceilings and walls except basement walls & clgs - unless c� FOAM ATTIC VENTILATION noted. Min 1/2" Moisture Resistant Wall Board on N w CHANNELS.TYPICAL @ ALL wBALC NY INSULATED SLOPED RAFTERS 00 Ceiling and all walls in Bathrooms (humid areas) p and 5/8" cement board on walls and ceilings in wet areas. M z U) Provide 5/8' Fire Rated gypsum wall Board on walls D' _ LU o a and ceiling located as per code, manufacturers w Top of Plate requirements and drawings. p > Q Top o late 0 w v VINYL SOFFIT ON O cn FURRING STRIPS FOYER Were the distance is LIVING between 9-1/4"to 15-1/4" 00 ROOM provide blocking -- IMPSON H2A � Top of S floor Solid blocking between at each Rafter. With I — - — rafters attached to top (5)8d x 1-1/2" nails in Rafter E—I a Top of Foun ation plate with 8d nails @ 6"o.c. (2)8d x 1-1/2" nails in plate rr ll along lenght of braced wall (5)8d x 1-1/2" nails in Stud V o panel. '� I °• BLOCKING BETWEEN RAFTERS @ BRACED WALL PANELS ENO HC'3ROOF PLAN UNFINISHED o IRC 602.10.8.2 NTS Iii ►� M BASEMENT bo U 'd c ;a SCALE: 1/8" - V-0" ✓ SOLAR READY ZONE: O M,: TYP.BASEMENT SLAB .: IN ACCORDANCE WITH IRC CODE APPENDIX U THE TOTAL SOLAR-READY ZONE AREA SHALL BE a; NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ACCESS OR SET BACK AREAS AS REQUIRED BY THE INTERNATIONAL FIRE CODE,IRC AND THE I NS SUPPLEMENT ROOF AREA ORIENTATION SHALL BE BETWEEN + 1 110-270 DEGREES OF TRUE NORTH. SECTION A PROVIDE FIRE BLOCKING IN 019fl.\0 ACCORDANCE WITH R302.11 �-J SCALE: 1 /4" — V-011 OF THE IRC RESIDENTAIL CODE, ' 0 �AE�