The URL can be used to link to this page

Home My WebLink About47212-Z ��o�OgUFFUL�cv Town of Southold 7/22/2023 Gyp P.O.Box 1179 W 53095 Main Rd t� �ti�j�� a4jw* Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44343 Date: 7/22/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 400 Diedricks Rd., Orient SCTM#: 473889 Sec/Block/Lot: 18.-3-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/12/2021 pursuant to which Building Permit No. 47212 dated 12/9/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,wrap around covered porch, screened porch and deck as applied for. The certificate is issued to Solution East LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0116 7/19/2023 ELECTRICAL CERTIFICATE NO. 47212 6/29/2023 PLUMBERS CERTIFICATION DATED 6/20/2023 11 Z&e's Kumbing&14ating i t r' a Signature gU�Fat/( TOWN OF SOUTHOLD BUILDING DEPARTMENT C* TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47212 Date: 12/9/2021 Permission is hereby granted to: Solution East LLC 110 East Side Ave Mattituck, NY 11952 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 400 Diedricks Rd., Orient SCTM # 473889 Sec/Block/Lot# 18.-3-11 Pursuant to application dated 10/12/2021 and approved by the Building Inspector. To expire on 6/10/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,341.60 CO-NEW DWELLING $50.00 Total: $3,391.60 Building Inspector pF SOUTyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlinCaD-town.southold.ny.us Southold,NY 11971-0959 Q �yCOUNT`I,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Solution East LLC Address: 400 Diedricks Rd city:Orient st: NY zip: 11957 Building Permit#: 47212 Section: 18 Block: 3 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Rays Electric License No: 5141 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 68 Ceiling Fixtures 25 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 24 Wall Fixtures 8 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 3$ CO2 Detectors Sub Panel 80A A/C Blower 2 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO 5 Transfer Switch UC Lights $' Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches g1 4'LED Exit Fixtures Sump Pump El Other Equipment: Fridge, Oven, Hood, Notes: New Two Story w/ Unfinished Basement Inspector Signature: ate: June 29, 2023 S.Devlin-Cert Electrical Compliance Form o��OF SO(/lyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(a-)-town.southold.ny.us Southold,NY 11971-0959 OUNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Solution East LLC Address: 400 Diedrickd Rd city:Orient st: NY zip: 11957 Building Permit#: 46827 Section: 18 Block: 3 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Raymond Electric License No: 5141 ME SITE DETAILS Office Use Only Residential X Indoor Basement Service X Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4'LED Exit Fixtures Pump Other Equipment: Notes: Temp Service Inspector Signature: Date: September 21, 2021 S.Devlin-Cert Electrical Compliance Form TOWN OF SOUTHOLD �o�SUFFo�q.G BUILDING DEPARTMENT H x TOWN CLERK'S OFFICE y • 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#: 46827 Date: 9/15/2021 Permission is hereby granted to: Solution East LLC 110 East Side Ave Mattituck, NY 11952 To: New Electric Service. Replaces BP# 43253 At premises located at: ` '� �0 , 400 Diedricks Rd., Orient V SCTM # 473889 Sec/Block/Lot# 18.-3-11 Pursuant to application dated 9/15/2021 and approved by the Building Inspector. To expire on 3/17/2023. Fees: PERMIT RENEWAL $42.50 Total: $42.50 Building Inspector ��g11FFOl,�-COGy TOWN OF SOUTHOLD BUILDING DEPARTMENT y 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#: 43253 Date: 11/28/2018 Permission is hereby granted to: Solution East LLC 110 East Side Ave Mattituck, NY 11952 To: New Electric Service At premises located at: 400 Diedricks Rd, Orient SCTM # 473889 Sec/Block/Lot# 18.-3-11 Pursuant to application dated 11/28/2018 ' and approved by the Building Inspector. To expire on 5/29/2020. Fees: ELECTRIC $85.00 Total: $85.00 Building Inspector tai so Town Hall Annex Telephone(631)765-1802 54375 Main Road 007 Fax(631)765-9502 W— P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT J U L 2 0 2023 TOWN OF SOUTHOLD BUILDING DEPT. T017-N FOTTTY1,7, CERTIFICATION Date: 1177 ',7 Building Permit No.— T I Owner: v-T ko 7- (Please print) Plumber: 2 C-C (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (PlumbersUnature) Sworn to before me this ;20 C- -2Y C)0 day of 20-23 Notary Public, SVAQ-4,k— County PETER J.ZWERLEIN Notary Public,State of New Yolk No.OJZW4634375 Qualified in Suffolk CoUrAY Commission Expires May 31.;A& SOOIyo� -- �1 * # TOWN OF SOUTHOLD BUILDING DEPT. °ycourm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRA�MINr STRo_ P�PIN.G I ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: loo- z ked el, DATEINSPECTORaw u, IF so(/,yO� 4 r7 2 I Z- q Ga c kr # # TOWN OF SOUTHOLD BUILDING DEPT. cou631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] "FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �'�`� � o� 4+•,f� DATE t011y IS- INSPECTOR + OF SOUty�l * # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPEC p ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ VOUNDATION 2ND [ ] INSULATION/CAULKING [ , FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENT MARKS: Ut� Sivm1 eV q "V1�� ' I v------ DATE law z INSPECTOR SOUTyO� -- - # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] POGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: oltu hA, wX -mmofl/�> �1� kt_x DATE It 14 Y INSPECTOR 50UTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 = - INSPECTION [%J/pe UNDATION 1 ST [ ] ROUGH PLBG. [7�FOUNDATION 2ND [- ]'INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION " [ ] ELECTRICAL (ROUGH) [ f ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ST- DATE �oo1a- INSPECTOR oF SOUryol# TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL ffb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: caw --- 6/4 9 AAkwt,,� 4L, ow 4L C m DATE y INSPECTOR SOUTy°6 L(7 4�/2, 1-00 * # TOWN OF SOUTHOLD BUIL NG DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) LECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR Ener ��es"t>ing gJ �� ,Ser iiiir � 1 April 28, 2023 Town of Southold Town Hall Annex Building 54375 Route 25, P.O. Box 1179 Southold, NY 11971 Re: 400 Diedricks Rd, Orient, NY 1195 As requested y the Town o Southold, Energy Testing Services was retained by Harken Construction to perform a wer Door to at the above address and found the leakage rate to be 1,524 CFM at 50Pa which is al 2.55 ACH 50Pa.This house meets compliance by leaking less than the maximum require ent of 3 AC 50Pa. If you have questions, pleased 4notesitate to contact us. Thank you. Michael Fauci (RTIN: 8619824) HERS Rater Energy Testing Services 1648 Locust Ave., Suite E, Bohemia,NY 11716 Office: (631) 244-2627/Cell: (631)405-9890 Load Short Form Job: Est#867 rr '\ Date: Apr 28,2023 Fy'_'r;..;">" System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Harken Construction 400 Diedricks Road, Orient, NY 11957 Phone:516-971-5871 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 70 75 Shielding/stories 3 (partial)/2 Design TD (°F) 52 7 Pressure/ACH/AVF 50 Pa/2.5/1379 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92TA1001521 MSA Cond RA1648AJl NA AHRI ref 201712985 Coil RCF4821STAMCA+R92TA1001521MSA AHRI ref 201494257 Efficiency 92 AFUE Efficiency 12.5 EER, 15 SEER Heating input 98000 Btuh Sensible cooling 30100 Btuh Heating output 90000 Btuh Latent cooling 12900 Btuh Temperature rise 57 °F Total cooling 43000 Btuh Actual air flow 1433 cfm Actual air flow 1433 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) B1 Bath 91 279 36 13 2 Bedroom 1 224 3773 4763 173 235 Dining Room 244 4419 4281 202 211 Foyer 199 5765 3934 264 194 Kitchen 242 1774 6306 81 311 Laundry 61 1532 980 70 48 Library 264 6473 3989 296 197 Living Room 571 6060 4246 277 209 Mudroom 44 0 0 0 0 Pantry 48 1245 518 57 26 Powder 29 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti wrightsofe- 2023-May-01 12:11:54 ��, .�, •, ... .. ,r ., Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 1 ACCX ...ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW System 1 2015 31320 29054 1433 1433 Other equip loads 0 0 Equip. @ 0.87 RSM 25335 Latent cooling 4713 TOTALS I 2015 I 31320 I 30048 I 1433 I 1433 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti WrigF>ttsoft- 2023-May-0112:11:54 �• . .. .� ,.a Right-Suite®Universal 202323.0.01 RSU30008 Paget ACG ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW Load Short Form Job: Est#867 ' Date: Apr 28,2023 Frvf_; System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Harken Construction 400 Diedricks Road, Orient, NY 11957 Phone: 516-971-5871 Design Information Htg Clg Infiltration Outside db(°F) 19 82 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD (°F) 52 7 Pressure/ACH/AVF 50 Pa/2.5/1379 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference (gr/Ib) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92TAl001521 MSA Cond RA1648AJl NA AHRI ref 201712985 Coil RCF4821 STAMCA+R92TA1001521 MSA AHRI ref 201494419 Efficiency 92 AFUE Efficiency 12.2 EER, 15 SEER Heating input 98000 Btuh Sensible cooling 29400 Btuh Heating output 90000 Btuh Latent cooling 12600 Btuh Temperature rise 58 °F Total cooling 42000 Btuh Actual air flow 1400 cfm Actual air flow 1400 cfm Air flow factor 0.064 cfm/Btuh Air flow factor 0.075 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.89 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) B2 Bath 67 801 391 52 29 B3 Bath 64 776 384 50 29 Bedroom 2 288 3891 4346 251 325 Bedroom 3 279 4067 4246 262 318 Gallery 284 2719 1645 175 123 M.WIC 89 171 128 11 10 Master Bath 135 2617 2063 169 154 Master Suite 434 6678 5512 430 412 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t —"—.1F1V Sm¢C'" 2023-May-01 12:11:54 ..,.., Right-Suite®Universa1202323.0.01 RSU30008 Page ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW System 2 1639 21719 18716 1400 1400 Other equip loads 0 0 Equip. @ 0.87 RSM 16321 Latent cooling 2251 TOTALS l 1639 l 21719 l 18572 l 1400 l 1400 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - ne ightscft- 2023-May-01 12:11:54 •, .. Right-Suite®Universal 202323.0.01 RSU30008 Page ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW Building Analysis Job: Est#867 Date: Apr 28,2023 System 1 s:•. .. By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project.Information For: Harken Construction 400 Diedricks Road, Orient, NY 11957 Phone: 516-971-5871 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 70 75 Elevation: 7 ft Design TD (°F) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 43.6 37.0 Dry bulb(°F) 19 82 Infiltration: Daily range (°F) - 12 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/2.5/1379 cfm Component Btuh/If Btuh % of load Walls 2.5 5781 18.5 MIS Glazing 15.5 9086 29.0 Doors 14.9 314 1.0 Has Ceilings 1.5 648 2.1 / Floors 0.0 29 0.1 Infiltration 2.2 5104 16.3 Ducts 10358 33.1 Piping 0 0 Humidification 0 0 aaang Ventilation 0 0 Adjustments 0 ip ralicn Total 31320 100.0 � lings Component Btuh/ft' Btuh %of load Walls 0.6 1280 4.4 VISIS Glazing 16.5 9716 33.4 Doors 6.6 138 0.5 Irb EiGirs Ceilings 0.8 359 1.2 / Floors 0.0 4 0.0 GaZing,, Infiltration 0.1 320 1.1 Ducts 7602 26.2 Ventilation 0 0 Internal gains 9635 33.2 , Blower 0 0 Adjustments 0 Qts Total 29054 100.0 DdS Latent Cooling Load =4713 Btuh Overall U-value=0.058 Btuh/ftz°F, Window/Floor Area =29.2% WARNING:window to floor area ratio=29.2%-more than 25%. l k wrightsoft- 2023-May-01 12:11:54 -•- - Right-Suite@ Universal 2023 23.0.01 RSU30008 Pagel fR. ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW Building Analysis Job: Est#867 :\ Y Date: Apr 28,2023 a. System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Harken Construction 400 Diedricks Road, Orient, NY 11957 Phone:516-971-5871 Desiqn Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 70 75 Elevation: 7 ft Design TD(°F) 52 7 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(gr/Ib) 43.6 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange (°F) - 12 ( L ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3(partial)/2 Wind speed (mph) 15.0 7.5 Pressure/ACH/AVF 50 Pa/2.5/1379 cfm Component Btuh/ftl Btuh %of load Walls 2.8 3597 16.6 WAIS Glazing 15.5 3915 18.0 Doors 0 0 0 Ceilings 1.1 1773 8.2 Floors 1.4 69 0.3 % Ducts Infiltration 2.2 2902 13.4 oaa Ducts 9463 43.6 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 ° li"g; Total 1 21719 100.0Irfiltraticn Component Btuh/ftl Btuh %of load Walls 0.6 796 4.3 VWIs Glazing 18.4 4670 24.9 IIkrrdGirs Othe Doors, 0 0 0 Ceilings 1.0 1587 8.5 C3a�r1 Floors 0.2 10 0.1 Infiltration 0.1 182 1.0 Ducts 6902 36.9 Ventilation 0 0 Internal gains 4570 24.4 Cili rgs Blower 0 0 Adjustments 0 DiJs Total 18716 100.0 Latent Cooling Load =2251 Btuh Overall U-value=0.057 Btuhffl°F, Window/Floor Area=15.5% Data entries checked. _ _rk wrightsc3oft- 2023-May-0112:11:54 �^- -•µ --- �• Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 2 iR. ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW k Pro �� Job: Est#867 ect Summar r'— Date: Apr 28,2023 System 1 By: Michael Fauci ` Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.cem License:8619824 Prowect Information For: Harken Construction 400 Diedricks Road, Orient, NY 11957 Phone: 516-971-5871 Notes: Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 of Outside db 82 °F Inside db 70 °F Inside db 75 °F Design TD 52 °F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 20962 Btuh Structure 21452 Btuh Ducts 10358 Btuh Ducts 7602 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31320 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 25335 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/2.5/1379 cfm Structure 2918 Btuh Ducts 1795 Btuh Central vent(0 cfm) 0 Btuh Heating cooling (none) Area(ft) 2015 2015 Equipment latent load 4713 Btuh Volume (ft3) 19315 19315 Air changes/hour 0.28 0.13 Equipment Total Load (Sen+Lat) 30048 Btuh Equiv.AVF (cfm) 90 40 Req.total capacity at 0.70 SHR 3.0 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92TA1001521 MSA Cond RA1648AJ 1 NA AHRI ref 201712985 Coil RCF4821 STAMCA+R92TA1 001521 MSA AHRI ref 201494257 Efficiency 92 AFUE Efficiency 12.5 EER, 15 SEER Heating input 98000 Btuh Sensible cooling 30100 Btuh Heating output 90000 Btuh Latent cooling 12900 Btuh Temperature rise 57 °F Total cooling 43000 Btuh Actual air flow 1433 cfm Actual air flow 1433 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFttsoft' 2023-May-01 12:11:54 r� Right-Suite(D Universal 2023 23.0.01 RSU30008 Page 1 ACCO ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW Project Summary Job: Est#867 Date: Apr 28,2023 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Pro*ect,Information. For: Harken Construction 400 Diedricks Road, Orient, NY 11957 Phone: 516-971-5871 Notes: Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 °F Outside db 82 °F Inside db 70 °F Inside db 75 °F Design TD 52 °F Design TD 7 °F Daily range L Relative humidity 50 % Moisture difference 37 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 12256 Btuh Structure 11814 Btuh Ducts 9463 Btuh Ducts 6902 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 21719 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 16321 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/ACH/AVF 50 Pa/2.5/1379 cfm Structure 579 Btuh Ducts 1673 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1639 1639 Equipment latent load 2251 Btuh Volume (ft') 13112 13112 Air changes/hour 0.23 0.11 Equipment Total Load(Sen+Lat) 18572 Btuh Equiv.AVF (cfm) 51 23 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R92TA1001521 MSA Cond RA1648AJ1 NA AHRI ref 201712985 Coil RCF4821 STAMCA+R92TA1001521 MSA AHRI ref 201494419 Efficiency 92 AFUE Efficiency 12.2 EER, 15 SEER Heating input 98000 Btuh Sensible cooling 29400 Btuh Heating output 90000 Btuh Latent cooling 12600 Btuh Temperature rise 58 °F Total cooling 42000 Btuh Actual air flow 1400 cfm Actual air flow 1400 cfm Air flow factor 0.064 cfm/Btuh Air flow factor 0.075 cfm/Btuh .Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.89 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr➢ htsoft' 2023-May-0112:11:54 - ••g—•--•�- Right-Suite®Universal 202323.0.01 RSU30008 Paget ACCX ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW -_� Duct System Summary Job: Est#867 Date: Apr 28,2023 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information ! For: Harken Construction 400 Diedricks Road, Orient, NY 11957 Phone:516-971-5871 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.179/0.071 in H2O 0.179/0.071 in H2O Lowest friction rate 0.045 in/100ft 0.045 in/100ft Actual air flow 1433 cfm 1433 cfm Total effective length (TEL) 559 ft Supply, Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln (ft) Ln (ft) Trunk B1 Bath-A h 279 13 2 0.060 4.0 Ox 0 ShMt 52.3 245.0 st3 Bedroom 1 c 4763 173 235 0.054 10.0 Ox 0 ShMt 64.5 265.0 st3 Dining Room c 2141 101 106 0.064 7.0 Ox 0 ShMt 20.5 260.0 st3 Dining Room-A c 2141 101 106 0.061 7.0 Ox 0 ShMt 33.8 260.0 st3 Foyer h 5765 264 194 0.062 10.0 Ox 0 ShMt 41.5 250.0 st3 Kitchen c 6306 81 311 0.063 10.0 Ox 0 ShMt 25.3 260.0 st3 Laundry h 1532 70 48 0.066 6.0 Ox 0 ShMt 11.3 260.0 st3 Library h 3237 148 98 0.045 8.0 Ox 0 ShMt 85.8 315.0 st3 Library-A h 3237 148 98 0.046 8.0 Ox 0 ShMt 86.3 305.0 st3 Living Room h 3030 139 105 0.073 8.0 Ox 0 ShMt 57.3 190.0 st3 Living Room-A h 3030 139 105 0.062 8.0 Ox 0 ShMt 61.5 230.0 st3 Pantry h 1245 57 26 0.091 5.0 Ox 0 ShMt 17.0 180.0 st1 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3 Peak AVF 1376 1407 0.045 715 19.0 0 x 0 ShtMetl st1 st1 Peak AVF 1433 1433 0.045 728 19.0 0 x 0 ShtMetl Bold/italic values have been manually overridden ti ti Wd IgIIlY90ft 2023-May-01 12:11:54 �. ..• ....._.,..,.., Right-SuiteO Universal 2023 23.0.01 RSU30008 Pagel Za ...ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW Return Branch Detail • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb10 Ox 0 586 686 151.3 0.047 642 14.0 Ox 0 ShMt rt1 rb4 Ox 0 847 747 158.0 0.045 607 16.0 Ox 0 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1433 1433 0.045 657 20.0 0 x 0 ShtMetl - - wrightsoft- 2023-May-01 12:11:54 �� .rid., ......_,,..t..., Right-Suite@ Universal 2023 23.0.01 RSU30008 Page 2 A+CK ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW Duct System Summary Job: Est#867 Date: Apr 28,2023 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Harken Construction 400 Diedricks Road,Orient, NY 11957 Phone: 516-971-5871 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.157/0.093 in H2O 0.157/0.093 in H2O Lowest friction rate 0.049 in/100ft 0.049 in/100ft Actual air flow 1400 cfm 1400 cfm Total effective length (TEL) 515 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk B2 Bath h 801 52 29 0.059 6.0 Ox 0 ShMt 22.3 245.0 st5 B3 Bath h 776 50 29 0.059 5.0 Ox 0 ShMt 20.5 245.0 st5 Bedroom 2 C 4346 251 325 0.056 12.0 Ox 0 ShMt 26.3 255.0 st5 Bedroom 3 c 4246 262 318 0.054 12.0 Ox 0 ShMt 25.8 265.0 st5 Gallery h 906 58 41 0.050 6.0 Ox 0 ShMt 24.0 290.0 st6 Gallery-A h 906 58 41 0.049 6.0 Ox 0 ShMt 32.8 290.0 st6 Gallery-B h 906 58 41 0.051 6.0 Ox 0 ShMt 17.0 290.0 st6 M.wlc h 171 11 10 0.051 4.0 Ox 0 ShMt 28.3 280.0 st6 Master Bath h 2617 169 154 0.051 9.0 Oxo ShMt 41.0 265.0 st6 Master suite h 1669 108 103 0.050 7.0 Ox 0 ShMt 41.5 275.0 st6 Master suite-A h 1669 108 103 0.051 7.0 Ox 0 ShMt 52.0 255.0 st6 Master Suite-B h 1669 108 103 0.054 7.0 Ox 0 ShMt 46.3 245.0 st6 Master suite-C h 1669 108 103 0.053 7.0 Ox 0 ShMt 48.3 245.0 st6 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 615 701 0.054 573 13.7 8 x 22 ShtMetl st2 st6 Peak AVF 785 699 0.049 589 14.5 8 x 24 ShtMetl st2 st2 Peak AVF 1400 1400 0.049 630 18.1 8 x 40 ShtMetl Bold/italic values have been manually overridden ti -PkW6�g19YS01�" 2023-May-01 12:11:54 Right-Suite®Universal 2023 23.0.01 RSU30008 Page 3 +� ...ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb6 16x 11 381 350 192.3 0.049 485 12.0 Ox 0 ShMt rt2 rb2 Ox 0 177 154 181.8 0.051 401 9.0 Ox 0 ShMt rt2 rb1 Ox 0 352 383 150.8 0.062 488 12.0 Ox 0 ShMt rt2 rb8 16x 15 489 513 143.8 0.065 653 12.0 Ox 0 ShMt rt2 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt2 Peak AVF 1400 1400 0.049 630 18.1 8 x 40 ShtMetl 4 wrlghtsoft" 2023-May-0112:11:54 �e Right-SuiteOUniversal 202323.0.01 RSU30008 Page 4 ...ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: Est#867 Date: Apr 28,2023 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project, • • For: Harken Construction 400 Diedricks Road, Orient, NY 11957 Phone: 516-971-5871 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 29054 Btuh Entering coil DB: 76.7°F Outdoor design WB: 72.0°F Latent gain: 4713 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 33766 Btuh Indoor RH: 50% Estimated airflow: 1433 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RAI 648AJ1NA+RCF4821STAMCA+R92TA1001521MSA Actual airflow: 1433 cfm Sensible capacity: 30100 Btuh 104%of load Latent capacity: 12900 Btuh 274%of load Total capacity: 43000 Btuh 127%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 31320 Btuh Entering coil DB: 68.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92TA1001521 MSA Actual airflow: 1433 cfm Output capacity: 90000 Btuh 287%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. 4 —Pk werightsmft- 2023-May-01 12:11:54 Right-Suite@)Universal 2023 23.0.01 RSU30008 Pagel ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: Est#867 Date: Apr 28,2023 System 2 i Ser: ., y By: Michael Fauci _= Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Harken Construction 400 Diedricks Road, Orient, NY 11957 Phone:516-971-5871 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 18716 Btuh Entering coil DB: 76.6°F Outdoor design WB: 72.0°F Latent gain: 2251 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 20968 Btuh Indoor RH: 50% Estimated airflow: 1400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1648AJ1 NA+RCF4821 STAMCA+R92TA1001521 MSA Actual airflow: 1400 cfm Sensible capacity: 29400 Btuh 157%of load Latent capacity: 12600 Btuh 560%of load Total capacity: 42000 Btuh 200%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 21719 Btuh Entering coil DB: 68.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Rheem Model: R92TA1001521 MSA Actual airflow: 1400 cfm Output capacity: 90000 Btuh 414%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. lwrightsm€t" 2023-May-01 12:11:54 ....W.. Right-Suite@ Universal 2023 23.0.01 RSU30008 Page t ...ruction-400 Diedricks Rd,Orient,NY 11957.rup Calc=MA Front Door faces:SW Residential— — Form ACCK~~ System RPER 1 a for HVAC Design� I(Loads, Equipment, 15 Mar 09 ArCMburngQraa"clAzuta Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 400 Diedricks Road, System 1 HVAC LOADCALCULATION ,0 Design Conditions Building Constr_ucfionlnfor_mation Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces Southwest Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 31320 Btuh Number of bedrooms: 1 Conditioned floor area: 2015 f? Summer Design Conditions Number of occupants: 5 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Root Grains difference: 37 gr/Ib @50% RH Eave overhang depth: 1.0 ft _ Sensible heat gain: 33318 Btuh Internal shade: blinds 'eve Latent heat gain: 5405 Btuh Blinds,drapes,etc. Depth 4Vlwow Total heat gain: 38723 Btuh Number of skylights: 0 EQUIPMENTHVAC • ,0 Neating_Eq.uipmentData Cooling_Equipment_Data Blowier-Data Equipment type: Prop furnace Equipment type: Split AC Heating cfm: 1433 urnace,Healpump,Boiler,etc. it Conditioner,Heat pump,etc. Cooling cfm: 1433 Model: Rheem Model: Rheem Static pressure: 0.60 in H2O R92TA1001521 MSA RA1648AJ 1 NA Fan's rated external static pressure for design airflow Heating output capacity: 0000Btuh Total cooling capacity: 0 Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN ( •1 Design airflow: 1433 cfm Longest supply duct: 401 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 158 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 559 ft Available static pressure(ASP): 0.25 in H2O Friction rate: Friction R ate=ASP-ITEC x 0, 5 in/100ft Branch duct: Sheet metal I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will-be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist -h-wrightsvft- Right-Suite®Universal 2023 23.0.01 RSU30008 r-, Form Residential _ _ Review Form ACC�� • — — • • . • Equipment, RIPER 1 15 Mar 09 Aran c:Qcat sdrrmta Header Information Contractor: Energy Testing Services, REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual A Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 400 Dledrlcks Road, System 2 HVAC LOAD CALCULATION ,0 Design Conditions Building Constr_uctLonlnfo.rmation Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces Southwest Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 21719 Btuh Number of bedrooms: 3 Conditioned floor area: 1639 ftz Summer Design Conditions Number of occupants: 0 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Root Grains difference: 37 gr/Ib @50% RH Eave overhang depth: 1,0 ft Sensible heat gain: 21464 Btuh Internal shade: blinds Blinds,drapes,etc. Eave Latent heat gain: 2582 Btuh Deplh �Mnd05v Total heat gain: 24045 Btuh Number of skylights: 0 HVAC EQUIPMENT • 41 Heating_Equipment-Data Co9Jing_Equipment_Data Blowe.rJData Equipment type: Prop furnace Equipment type: Split AC Heating cfm: 1400 urnace,Healpump,Boiler,etc. v conditio er,Heat pump,etc. Cooling cfm: 1400 Model: Rheem Model: Rheem Static pressure: 0.60 in H2O R92TA1001521 MSA RA1648AJ1 NA Fan's rated external static pressure for design airflow Heating output capacity: 0000 .Btuh Total cooling capacity: p Btuh Heat pumps-capacity at winter design out oor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION .1 Design airflow: 1400 cfm Longest supply duct: 323 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 192 ft Trunk duct: Sheet metal Total device pressure losses: -0,3 in H2O Total effective length(TEL): 515 ft Available static pressure(ASP): 0,25 in H2O Friction rate: 0,(149 in/100ft Branch duct: Sheet metal Friction R ate=ASP+(TEL x itltl) I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrigl�#soft' -- Right-Suite@)Universal 202323.0.01 RSU30008 1 Level 1 e" s' 4 1s" Basement 7„ 7„ I� 8 �* - - - - - -y— — — — — — — — - - - - - - - 14 \20 8' 6" 4„ 101, 5„ 10" Job#: Est#867 Energy Testing Services Scale: 1 : 113 Performed by Michael Fauci for: Page 1 Harken Construction 1648 Locust Ave,Unit E RightSuite®Universal 2023 400 Diedricks Road Bohemia,NY 11716 23.0.01 RSU30008 Orient,NY 11957 Phone:631-244-2627 License:8619824 Phone:516-971-5871 2023-May-01 12:49:03 wvwv.energytestingservices.com mfauci@energytestingservice: ...edricks Rd,Orient,NY 11957.rup 1 Level 2 ®-148 cfm ® Library 1448 cfm 847 cfm ®-106 cfm 106 cfm 139 cfm Dining Room Living Room Mudroom 139 cfm 666 cfm Powder Stairs Laundry B1 Bath Kitchen H--70 cfm Bedroom 1 Pantry 13 cfm Foyer 57 cfm o-235 cfm H-311 cfm 264 cfm Job#: Est#867 Energy Testing Services Scale: 1 : 113 Performed by Michael Fauci for: Page 2 Harken Construction 1648 Locust Ave,Unit E RightSuite®Universal 2023 400 Diedricks Road Bohemia,NY 11716 23.0.01 RSU30008 Orient,NY 11957 Phone:631-244-2627 License:8619824 Phone:516-971-5871 2023-May-01 12:49:03 www.energytestingservices.com mfauci@energytestingservice: ...edricks Rd,Orient,NY 11957.rup 1 1 Level 3 108 cfm 108 cfm 58 cfm 58 cfm 318 cfm 381 cfm 177 cfm 513 cfm Bedroom 3 12" 108 cfm 7 Master Suite I 6 Gallery 6 12" 191. 4Ox8 B3 Bath I` 40x8 7 f 12"� I 24x8 I 50 dm J I I 5 4411 6' 22x8 B2 Bath 6" 7" M.WIC I 52 cfm cfm 1 12" 911 58 cfm 1 " 108 cfm Stairs 2 Bedroom 2 2 383 cfm Master Bath 169 cfm OTB 325 cfmi Job#: Est#867 Energy Testing Services Scale: 1 : 113 Performed by Michael Fauci for: Page 3 Harken Construction 1648 Locust Ave,Unit E RightSuite@Universal 2023 400 Diedricks Road Bohemia,NY 11716 23.0.01 RSU30008 Orient,NY 11957 Phone:631-244-2627 License:8619824 Phone:516-971-5871 2023-May-01 12:49:03 www.enerdytestingservices.com mfauci@energytestingservice ...edricks Rd,Orient,NY 11957.rup �co -DCEV2tC.K permit no.47212 SOL-v i ca`N y' 4VI 9 h J ,t - „�, ��. �� •��, - � �. ( 777 :� >9y �r � r Irr n r yy r iR ate':'.-� i�"'="•-` .�a�' ;-, r.%'�:�"�' . •- ;y. •, a w^Lt _ ,. :h+ ..t.rrr• w ��/ d,=W&SAO hr 3 R rh, �.. PINi �'Y" 1 i t , r; �, 1 , ,1 , �.. �j,L* �:+ � � .,. ;` ,, r b ��` ; 1, � ' .� ' �s _ i+ _ ' •� � l _------ ... .i }� R ��. ��„�,�V Vit":; t4 � � „f, ` ��1�:1� .t'� '.l •. .. yy� p IC * S • •a0. 4T"'•''4 j *.4t r �• �'r� � �F i Yf_Il 7: ��p•.• r t r 46 r J � 1 y .J T �l ✓ r I LnnI. v „ lit - � 00 r _ .�.F_ �`� � �• � �� ll,� �+ � � err i f � Of jr i jr. w 4 ,a 14, it .fig! �.14 . i ! 4 - M s - 4 � _ r AIL. , T tet► lb Ir ,r '` •: Y J. r�:-" �. .............. _..._ _.R._.may � -... w ID - ,APS - a #h • i1 __.. awe. �.,� 1 : � .��; .� . , , �� ,� , �� .. � �- . y �, - ';, -- , ' � A. � F. - , , .. �, , � � � � � r �. d ` � �. a � � �� a � ,: r � ' T � }fie '^�' �.. :4 �. � � .. �fi j' `�� R �� r 3 ;LI 'j�, �� `'-'� ��. ` � ��. �� ', ti. t �;: �' �r ! ��s ' � r L :,� . t� o � P � 7 � ,/1 � � � �. Ij �� l , �� \� l ., <� ,, r �;�� 40 WE ME MEMO l Tz JC Y� # t � t ..t t t, i ;s t0 r uy{&f r f 1 e • a � , i �, 7 r �r » w r r , r i r: a;u elk Ilk lk it r d ' .l j , a . t; ,ry s. z f �t !#I. io. �,4 �Ir• Al `' at _ a • 1� tai - 4 `S.. } r r .. ' � ! � •♦ �y ♦.r. •�, to `'j a^ � � •• - �` .F4• ,. ~ '$- tiil ••.. . .y. «air al t�• 46 L Ob Nw IF � k �. • + • i�� •�� " ``a a'..�711ci."`+�r�+1:.4 ia it yl _• .. � f 7 r w �:i� .. +!. '4 t . - -_j � • till. 4 .�•ry �_ -' * I - • al a 7E 1. e 'ti s - � ,A9 ■ . - . & \ . I /\ g Jk . . , A, : A . � ,o4 . - r , y N •^ yN a #_�,sy a•� �—.ate i'�a��a — � !^, — � a • . aa// •� fff • r ..,, f ► � s a � iI• � r L• � � a _ �, IN tI • �. .. ��{� e: rr .�j . y�, �` tee, ' � a.�_ �'^ i / • r4,"�_ s J .V. 'a,_.1 Ali ar 40 O a y t � r i r ,t ♦ .. r a. yv,. . r _ �, s ` •' ' i 16. JL IL st IL it 400.4 ,.. ti 4 { ti t -P 40 m� - y k • • �f �r `d s OPPY 16 r - X441'-,sib,i; f r • `rt' • •1 �. T � ' 'R � � y . x M- Ilk {. +. ' -�.� ' ► gyp~ . • I y � .f R 4f 4 a 41 7-1404 fib 44 j Y � fit• �a � ! 77 4 '�• �,� j � t. ar � 1r - • ,Y y _ k 4 k A x ' • ,�, » xr * a , s ' • � R m � , r..ti Id a F � I x a � y � 1 9 S1 f s • Y ` } , n ' � P P t y , .. a t � •a 1 � �a w 1` 4' y ; r `� Lam'_ �•ti� i� f�7 �„r. '..f. F ._.�G.. �... a .. .. _.-....,.. .. —, a. .,j.� v..(............."�1e.r•-s a -z. - .-' ,a'r�-'°,.ar�nai..._,..�..,.nwaT•..�..,..�w ---.:-�.....-s.,.,.<.«_._._ -_,: i J e�f A a J s�� 'p, A +"r. ,z N' *+ T # - ■ .Il • i .. ±awe ~� a� y * � iie�•.� '4 ;J►" "� � i., `.. i ti f V1� w✓ s ,r .. ., t ti a. ., f► �* ..� +; � a x r v .Ir ��w+ ��`.�. •��'Y t'Zl��l: , F ' ..r� "—Tri'#� � �. e' '1 • i � Y 1 ` A , 4'' st i s i dp F � � its • 9 '1/ �? f . �a Op a , rjo I ♦ ��„ .�• - . . 7'•Alf Ado a t I X Ir 1 •y LW �' • "'•fir f f w oA 16 t - • •. :.•t- - m •-'. t.. lb „r -�4 ft�. ft IN Jl t • � � .,Ire ��t7'r♦ ' � + r Y 4 I ' a` Apt AWL lei It lb , 1�_ r i, + .r 1, '` � , �F '• . ''+'' a '' x . +�� '•�;,�` s 1. +%k 0 141k ' 1► + s ''• IN r � may. •' w IL- ! t - .' . ;t' f •� j�; �• � •111 v � '•T•FY;�.• _ ♦ � -*ii' Mt_ � •�•f i�� 'r'��.► j �(�, f. _ . .rte` � ► { '�` �� o =• .. r ,• , _ t ,fir 04 Ao dp lb »i< �*�,+ ��" �►V �, � ',l "�` - may_,jy � I �� ' ��, ., ( .. ., � � o +9 i. 1 r 7 t JrW 26 40 Li tt i w 1 i Aw .w + �►' t 'moi' +_: '" ;�, � ��' � ` i� ' rr rIYXI. , ` J t �••�� N �J I i" i J " �4L PJ• 400 �: r:�'.�' � •s r� � Jl .�� ''• ��_ � '�'•.= _ t 14 _ _ u _ � r .ice•' I c 3 � i d : j J rk r i E e do i • -i ..iis•4. _ f + -w 7, .W... Via a ow ir ftr �+'i'. }�".a+_. �. ±• '� f arrr 4r .wo;. . `M �' �"' .�+!"�+ - •a. .!?er.. �'• � ' J jr� '"�7 ~• � f rte. • � �a � ° r ,4L ,,',��1'y��. �r,� f ..� O'er + r 4f 14 Aft 4rrf _ r� f `� J1+,. !' I '� -�X,'� saw _w i _.��1�s' r �! -+� # E" .:• r+�1A y r• y �l• � f4 ` _ M'+,t •+ �� . -,r a ••��!!'' fit! � � .f •� JorLqp �' ] ; 6 • �,. . • y f[_�• iii i � � �..• r - lb "' i. r ' , • fI' • `y .,J• A (,:44 T ap ti 1 ,4 r a 4 1 At,: � ;. .. Ad JL �+ ` Al oe arL. Woo _ a r- AOL dr _ r r a i� pr 40 frrr � n x tis♦ '.l s� �' .. � r i�.. ,1. ,�,.4 , �.r r,, +" � ,fir '� ,� � ry 7+i�� p� r - ' - '` _;*"gl'�r'"..>r, e =i�a. ld t"�.r ► ,+ r ., �'•�y .r;.•." Lr� ' '�iq.�h� .,, r . +ti ` °i+:rC" �'r�_s�,` r. •-" .. a #+ •, �. �' y� �`' � � '\!. , :* .:�' i y 3 ilw _ M__ y. Ar AWAP io jol Ir ld J i �• L r a •` r- �� •' �,�t� r +� � �, '� ,r � !� t, ! ,b; ! N it ,4 * y j* p MIT",e • d ' e e l FOUNDATION.(IST)' --------------- 1 • 1 �� ►� W�iM ,ate/ ORA •UGH 1G. � I "IA PLU : o STATE ENERGY 01 © Rfes.. ®o e "+�1 • et11 • 11 • ® 9 � — mi�M o� GIVE 'I �o�S�FFO(KCO TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o�y Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.>;ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only ® EC E H E PERMIT NO. Building Inspector: OCT 1 2 2021 DD Applications and1orms must'be filled.out in their entirety. Incomplete UILDING DEPT TOWN OF SOUTHOLD applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization forma(Page 2)shall be completed. Date: OWNERS) OF PROPERTY: Name:SOLUTION EAST LLC SCTM# 1000-18-3-11 Project Address:400 DIEDRICK RD. ORIENT, NY Phone#:917-584-4977 Email:ANNEMARIN04409GMAIL.COM Mailing Address:P.O. BOX 283, New Suffolk, NY 11956 CONTACT PERSON: Name:CHUCK KITZ Mailing Address:110 EASTSIDE AVE., MATTITUCK, NY 11952 Phone#:516-971-5871 Email:HARKENCONSTRUCTION@GMAIL.CO DESIGN PROFESSIONAL INFORMATION: Name:EILEEN SANTORA Mailing Address:650 VANSTON ST., CUTCHOGUE NY 11935 Phone#:631-7(34-2794 Email:EILEENDRAWBLU@OPTONLINE.NET51 CONTRACTOR INFORMATION:,, Name:HARKEN CONSTRUCTION LLC Mailing Address:110 EASTSIDE AVE., MATTITUCK, NY 11952 Phone#:516-971-5871 Email:HARKENCONSTRUCTION @GMAIL.COi`1 DESCRIPTION OF.PROPOSED CONSTRUCTION ©New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $900,000 Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTYI,N FORMATION Existing use of property:VACANT Intended use of property:SINGLE RESIDENCE Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? []Yes No IF YES, PROVIDE A COPY. 8 Check Boic.After Reading:, The owner/contractor/design professional'is responsible for all drainageand storm water Issues as provided by Chapter236 of the Town Code;APPLICATION IS,HEREBY MADE.to the,Building Department for the issuance of'a Building Permit pursuant to the Buildinglone Ordinance of the Town of Southold,Suffolk,County ;New York and other applicable Laws,Ordinances or,kegulations,for the construction of buildings, additions,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 bullding(s)for necessary,Inspections.,False,statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. CHARLES M. KITZ Application Submitted By i ame): ❑Authorized Agent BOwner Signature of Applicant: Date: 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, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this V) Jal day of . 20 Notary Publ" TRA Y L. DWYER NOTARY PUBLIC,STATE OF NEW YORK NO.PROPERTY OWNER AUTHORIZATION IED IN SUFFOLK QUALIFIED IN SUFFOLK COUNTY (Where the applicant is not the owner) COMMISSION EXPIRES JUNE 30,2_. residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 so�T�o Town Hall Annex Telephone(631)765-1802 54375 Main Road N (631)765 5�2 P.O.Box 1179 G @ roger.richertCa own.sout90 d.nv us Southold,NY 11971-0959 '�Qly�► �� n COU01 11 ® � P II tU/ I BUILDING DEPARTMENT AUG 0 3 2022 TOWN OF SOUTHOLD BUILDING DEPT TOWN OF S011THOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: �� Company Name: �� , l Name: e License No.: Address: Phone No.: – 2/� L,C mr JOBSITE INFORMATION: (*Indicates. required information) *Name: *Address: W) AP *Cross Street: �j e *Phone No.: Permit No.. �� , / � �7&2/ ,' Tax Map District: 1000 Section: Block:__ _— Lot: * RFEF-DESCRIPTION OF WORK (Please Print Clearly) 'Rfe se Circe 2I That Apply lC � Is job-ready for inspection: YES Rough In Final *Do you need a Temp Certificate: YE / NO Temp Information (If needed). *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: r� PAYMENT DUE WITH APPLICATION 7odZ/ ao 82-Request for Inspection Form �C- ��Lf�� V �'� Gid- `L Ch6 `,ter. O0FF04co 1 BUILDING DEPARTMENT-Electrical Inspector y o TOWN OF SOUTHOLD _ Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �j01 �a0� Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # I D&,C- Date S 2021 Customer Name Electrician Name �,,�a � 2 Address q0,1 k.l CXS' D GrZl -r— Phone / �.�y� S7 3,e�_ e-mail e-mail �a o�de�QG ��Go ,ca Phone License# Size CIC) A Phase�_ Overhead Underground_ #of Meters / Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service-equipment. This verification is vali or 90 days from th ate above. Authorized by �o��g�FFO(K�oGy _ .� BUILDING DEPARTMENT Electrical Inspector TOWN OF SOUTHOLD Gy • �AV Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 �4( � Telephone(631) 765-1802-FAX(631) 765-9502 Temporary Certificate # �!2 Date /4V 7F 2018 Customer Named�u!tt otf� C-A 7_ Electrician Name fcp)Ym Ott n 614--C, Gi2 Address 4ao Y>tr:.jg tG S 0� �j(1jE Phone e-mail e-mail (�A pt(U�I�CL�Gi�(C'r¢L �I�'wofrL, G�bGY Phone License# S-/y(— jvj y Size 00 A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole iTl P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This veri ' ation is val' or 9 ays tro ate above. Authorized by SSE �� BUILDING DEPARTMENT- Electrical Inspector o�o� � 18 TOWN OF SOUTHOLD y OV 2 8 20 Town Hall Annex - 54375 Main Road - PO Box 1179 �4,, oe� Southold, New York 11971-0959 5MDT1j4CDEFT'° elephone (631) 765-1802 - FAX (631) 765-9502 TOWN OFSO�® roger.richert .town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: X� z e--51 Date: 41141 Company Name: /`� �✓�, ,� ��i �� .¢-�- r '- Name: ��•• mac-. License No.: .Sr/�//-,�,�- email: Address: /Y 0 e.e,1,tj.7;4 oa-oma/-y //7.9,4 Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: 297 wl? rw Cl1�1el-1- 0/27er-44-11-1 Cross Street: / '::;_1 r_ Phone No.: 5-le __9 2/--11"T F 7 Bldg.Permit#: email: O "7 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF RK(Please Print Clearly) '- 4o 1} — - 5P_53�1 .= Ad� te� Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: NO Issued On /v2 /� Temp Information: (All information required) Se ice Si e 3 Ph Size: ;00 A # Meters �_ Old Meter# New Serv' ire Reconnect- Flood Reconnect- Service Reconnected(- Underground- Overhead #Underground Laterals 1 2 H Fram Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspectlon Form.xis � d � JJJ L ' NOW OR FORMERLY MARTIN o' O I Vie' dwelling/well = ma TEST HOLE - LOT 3 8'-0" o o a dt N 48'29'00"E 3 436.58' ¢ ,E o FROM IAINOR SUBDIVISION MAP OF SEE PRECAST STRUCTURE NOTES FOR MONI I �`�es/grovel i (24.5) o a REINFORCING REQUIREMENTS. 303 a LINDA GORWITZ AND JUDITH BARNETT (23.3) hey/ PROP WELL MON Z m o \ ( o�ir1/ I 0' / Pole I I I TOPSOIL & LOAM / INSTALL DUMMY RINGS AND/OR DOME AS I 3' NECESSARY TO BRING PROPOSED PROP WATER UNE STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND SLOTTED COVER CAMBELL FOUNDRY Z o I CO bombo N & LOAM RAVEL ' \� MIN.2 BRICK PATTERN No.1383 OR SOLID MANHOLE° 13' I COURSES COVER PATTERN No.1012A-TYPE C OR AN APPROVED EQUAL. {' T I �\ 6"0 ROOF DRAIN PIPE(TYP) SAND & GRAVEL ' CONCRETE COLLAR CONCRETE COVER o j o I ' 1 I �- 380' not to scole 14' \ AS NECESSARY FINISHED GRADE IN GRASS AREAS Z Z I „ N FD o I D I m I j (25.1 ) MON \ n O g oa i( I I I z c, 375 _ / les. \ / i=-- 1'MIANv. o= A F I ^� 29.5 edge of bombo 24" 2'MAX. N ll rt7 •*r O St to N / \ 3 Z w I p I I O p N A A-1 TO A-2 ' ^ 8'TRAFFIC I ' Ip 4 a. m 8'0 X 8'DEEP DRYWELLS SEE PRECAST STRUCTURE r i \ BEARING SLAB a o 'c I o ` a o m�^ g (SEE DETAIL) NOTES FOR REINFORCING PLAN VIEW m I I m rn REQUIREMENTS C. -` U I m` I 8.5 s cn o SR :��REBp o B tree 2,3 OR 4 FOOT SECTIONS •-"-�` z ,'. I I(waonut)I (25.0) _ - - of w DRAINAGE CALCULATIONS. AS NECESSARY OQ _1sa' 54.0 W (zs.o) W o _ WRAP WITH 6 OZ.(MIN.)NONWOVEN ~, " ",, ` ., (q w pole I -- _ _ o w 3 GEOTEXTILE(FILTER FABRIC)AND AT C' R z L- ' _ &1 c THE PROPOSE)ONSITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2" TOP OF COLLAR BY MIRAFI OR AN _ proposed gross ¢ pebble d,,,.(, 22 8'0 X 2'DEEP DRYWELL o o •� RAINFALL. STORAGE TO BE PROVIDED IN 8'DIAMETER DRYWELLS PROVIDING APPROVED EQUAL. C7 a Z �1 _ I _ r prop. a 42.24 CF PER%ERTICAL FOOT OF STORAGE. THE DESIGN IS BASED ON THE PRECAST DRAINAGE Z cn g ', - 9or. (SEE DETAIL) 03 °'t �' FOLLOWING RUNOFF COEFFICIENTS:ROOF 1.0 RINGS _ FD \ \ 25 µrypE RIGHT.OF WAY M Z SHEET PILING AS REQUIRED _ U ¢ w PIPE / O) Z W (z2.2) I / / N �6"0 ROOF DRAIN PIPE(TYP.) ¢ = Q \ \ LU Fc F-C w PFD o e:tea) A-MAIN BUILDNG ROOF EXCAVATE AND BACKFILL 3 FEET AROUND - J a Z \iss pt%t r°%l e ' s o.2'w STORAGE REQUIRED: w \Fc o°:s w"�/SEr LEACHING RINGS WITH SUITABLE POROUS to M S 54'05' 2.3•s ROOF AREA: 4,030 SF X 1.00 X 2.0"112=671.7 CF Mo 20 W\\\\ "1ON MATERIAL AS APPROVED BY THE ENGINEER. U w / N 28.25.40'W o-t•s x.--•` " w \ N / FC 314.98' -� O`W "s 671.7 CF/42.24 CFNF=15.9 VERTICAL FEET REQUIRED 12"MIN. 13.so' SHED w 12 MIN. w ^ RsET w STORAGE PROVIDED: U- ' o / SHED (28.1) o ^ USE 2-8'0 DRYWELLS-8 VF EACH=16 VF>15.9 VF - w a :. / U REAR M (V Lu a o NOW OR FOR °j S 65. 0 Fc- to B-GARAGE ROOF m p LYNDO MYLES FORMERLY I ^ w O 10'x, o.2's _ ••` - -- t-< . o & ROBERT GUERRA l a _ ROOF AREA: 374 SF X 1.00 X 2.0712-62.3 CF o ; dwelling well ' / NOW OR x 12100. MON "`-'• 0 m A o m JAMES gr FORMERLY o NOW OR 62.3 CF 142.24 CFNF=1.5 VERTICAL FEET REQUIRED Y �..d DEBORAH MICHTA v C£RrRUD FORUERCY V`a A dwellinglwell U ane//irl E ktfHA a 3 9/we/l STORAGE PROVIDED: EXCAVATE A MINIMUM OF 5 INTO USE 1-8'0 DP,YWELL-2 VF EACH=2 VF>1.5 VF VIRGIN STRATA OF SAND AND > GRAVEL OR TO BOTTOM OF DRYWELL / ELEVATION VIEW A WHICHEVER IS DEEPER. .ell v / NOTE: CESSPOOLS, SEPTIC TANKS & WELL DRYWELL DETAIL ° a / LOCATIONS BY OTHERS. / 3 � NOT TO SCALE /(jq//V R0gO ° A SITE PLAN DOWNSPOUT SCALE: 1"=60' (SEE ARCHITECTURAL PLANS) m T DOWNSPOUT ADAPTER(ADS 3> OR APPROVED EQUAL) o (SEE CHART FOR PART NUMBER) m c 0 0 z _cam G7 PROPOSED GRADE U \\\\\\\ BUILT UP BERM 450 BEND(MAX) 10'MIN. NOTE: W FADS PIPE(LENGTH VARIES) 0 U 1. A CONCRETE WASH IT SHALL BE INSTALLED SNAP CONNECTION z c ON THE PROPERTY FOR EXCESS CONCRETE AND TO CLEAN CONCRETE EQUIPMENT AND t" 450 BEND(MAX) z TOOLS. GENERAL NOTES PART# PIPE SIZEA B C n 0364AA 3' 2.50' 3.25" 4.75' o 0464AA 4' 23Y 3.25' 4.75' Z 2. THE PIT SHOULD BE SURROUNDED WITH A 24' 0465AA 4' 3.25' 4.50" 5.00' 0466AA 4' D Z HIGH SOIL BERM. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN OF SOUTHOLD,THE SUFFOLK COUNTY 2.56' 2.56' 4.63' 6'ROOF DRAIN LATERAL z DEPARTMENT OF HEALTH SERVICES AND THE NEW YORK STATE DEPARTMEIIT OF TRANSPORTATION AS REQUIRED. 0664AA 6' 3.62' 5.63" 6.43' WITH WYE(TYP.) 0 3. THE PIT TO BE LINED WITH HAY BALES M64A 6' 3.62. 5.63• 6.43- 2. TOPOGRAPHIC AND BOUNDARY INFORMATION FROM SURVEY BY HAROLDF.TRANCHON JR.P.C.DATED 11-16-2021. •Part 0664-AC is PVC NOTE: TADS PIPE MAYBE DISTANCE VARIES 4. PROVIDE A 24"X 24'WOOD SIGN LABELED USED WHEN A DOWNSPOUT IS (SEE GRADING AND HAY BALE "CONCRETE WASHOUT PIT'. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. THE CONTRACTOR IS ADVISED ALL CONNECTED DIRECTLY TO THE DRAINAGE PLAN) SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. DRAINAGE STRUCTURES. - ---•- 5. THE PIT SHOULD BE EMPTIED WHEN 75% CAPACITY IS REACHED AND AFTER THE EXCESS 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(13)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN WATER LINES, STORM DRAINAGE AND/OR IF NEj'\ CONCRETE CURES. SANITARY LINES OR STRUCTURES. Cl) ��SE C 1 R OF DRAIN ADAPTER DETAIL 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. o; 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR G PLAN SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. r_ ` Ij Gi 0- 1 10'MIN. HAY BALE 7. ALL ROOF DRAIN LEADERS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ONSITE DRAINAGE SYSTEM. ADDITIONAL ROOF DRAIN LATERAL PIPE AND FITTINGS TO BE Zj C Plans are prepared by Condon Engineering,P.C.Itis a vidation dMe New PROVIDED AS NECESSARY TO CONNECT ALL ROOF DRAIN LEADERS. A/ C 0 7 12 Yak State Education Law,Arfide 145,Section 7209,for any person unless acting under the direction d a licensed Professional Engineer,Architect,a k T UP BERM 8. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE,TRANSPORT,AND TO ALLOW THE STRUCTURE TO mar` s a1QQ a � Land Surveyor,to 9erany kern in anyway.Man itembeaiN the sealdan alt r 'L'� ?•� 21 WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. _ Engineer,Architect,ur Land Surveyor is the item altering Engineer, EX.GRADE Arm a Land Surveyor shaA affix to the item his/her seal and the notation 2 MIN 'Altered by'fdbvred by hisrtra signature and the date d such akerations,and 9. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28DAY STRENGTH CONCRETE. SCTM: 1000-18-3-11 a specific description of the aRerabon. SECTION 10. ALL DRAINAGE PIPING MATERIAL TO BE SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE AS MANUFACTURED BY ADS OR AN APPROVED EQUAL. INTERCONNECTING MORIN 0 RESIDENCE DRYWELL PIPE SHALL BE MINIMUM 15"DIAMETER AND ROOF DRAIN PIPE SHALL BE 6'OR AS NOTED ON PLANS. ALL PIPING TO HAVE MINIMUM 7 OF COVER. Scale:AS SHOWN Condon Engineering, P.C. CONCRETE WASH-OUT AREA DETAIL g 400 DIEDRICK ROAD 11. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURESTO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFFSITE AREAS, 1755 Si sbee Road PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE DfeM1 by JJC ORIENT, NY Mat6tuck,New York 11952 NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". Date:11/2412021 (631)298-1986(631)298-2651 fax www.condonengineering.com DRAINAGE PLAN 9:32 < .,Back, 24.21 Col -•Town of S... `P • .._ ...immealately at -. - )"144--1_-Y13 3 or rift reply to this email and notify the sen( Thank you. HAIMCON-01 CERTIFICATE OF LIABILITY INSURANCE �iony2o2 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTENO OR ALTER THE COVERAGE APPORD90 BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING iNSURER(S),AUTHORIZED REPRESEN7Am OR PRODUCER,AND THE CERTiPiCATE HOLDER. ......_-------._.._.__......___...__...._.__.._........_......__...._................._......_.....___.._._,..,..._........................._........................___,.._,......_......................................................_..__._...._._.._..__.................. IMPORTANT; Ir Iho ra"1 1,140 hsisal is In ADDITIONa1L INSURED,the polky(ias)muat have ADDITIONAL INSURED provisions or be endorsed, i II SUBROGATION IS WAIVED,sub)oct to the I..and wmlhbns of the policy,certain poticles may requito an andot"mont A statement on thts eettHicato sees not collar hts to the eerlifieate hotdor in Bon stanch ondot"mont s PROWeEA :tegTAer The ClausRoute 2 Agency,hu, 333 Rohe SSA,Suite 160 3(�w ,eai:.(831),74A-1393 ......................... Rocky Point,NY 11778 s aA wssc..............................................................................,............._.., !_.,__.. ... INFueER(17 xrsoRatxo eaysaAos,,.�,„„,,,,�„�,,,„�••_•.__.xntce_�,. .... .. ...._..._...... ..... ..._ ....................... ....,............................3MOROIAUtIcaF.irstInsurance Company........._........:15320 Rlavaco is Un se; Harkon Construction LLC j tNsuaLRc: ... .... I 110 East Side Avems, __.............. .. .. ............_......_..........._.................... t. MaDituek,NY 11952 ' .. ..�. l IN=v ... .... ......... ._....,.,,.,...... '.....,.,,.... W9un F: . REVISIONCOVERAGES THIS IS TO CERTIFY THAT THE POtiCIFS QF INSURANCE(ISTFTI OEI.OW HAVE BEEN ISSUED TOTHE INSURED NAMED ABOVE FOR THE.POLICY PERIOD - INDICATED. NOTWITHSTANMO ANY RE 11121 fT,TERM OR CONDITION OF MY WN.OR OTHER DOCUMENT VWN RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSttEO GR Mitt P^eHTAtN,iii£INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUO,ECT TO ALL THE TERMS, E7iL'LUStUNS ANO CDNDIt7UKB OF SUCH Pw'3 IES,LIMITS SHOWN MAY HAVE BEEN REDUCED BY PALO CI-VAS 8R� AbbLBVaa. YOUGY�OYf PaUGV EYP� . • TY%WWSURANCa :Y/dH...1TYi7...m........,...,,,Ppl1aVNU510aq.....................:.fBLdatD[ 'Y71..iMt!'a�YXYY),.....,,..,.,.�.,......,,,..,,...,...,.,,�,�..,,,,,,,........,,,.,,,...,,,.,,...,.,.., A .........................m,.....,.«........,...,..... ,..«.,«.«..�X r coNNlstcw artaaRAl Lusksr97urr = I 1,000,OtlO , i, CLAnns-uarT X�000Vn j( ARTS10335704 .712612021 712Si2022 - .... ................. ... ................_; j 1 ,. s t. ;_.._........ ... QgO 17 .. ..._... r „FegsrruL s.AC+lxlum.,_:s,, tl 1A00,Ot19 . Arn(' r IaRTA RM.R: i ! i ;reNLnAt A3,nAELYTE, _.8..,...,µ^2,OS0,00i1 ,X POU�I£.GT LCC ) >t'fteG,LjFia;<M77�dTSY-f„Aee.'.. , iAUT"asneuma.nY ( j 4�� +3l.ELin�o eNCitiLW:t . LArcAmD irk , Anr�onLv nOrollao i �,bcWaY w.nAiv;e!er oany3 i.... ... t y'R_p3 r ” ,.p al er.rt tueuce t t-_0.Ltri5S OlitY .___N'Iod5 t'Y.p.v t � i.l�rr tct lf.......... .. t.8 .......................... I U78aAELLALun' amus ' i (,CE r t(At 3 BXCE98 ttAB j CLat+L3AJDE. i . ... . , ........ DED7_ if_ ,i .... .. .... �RFNT3DNE r i wOman CO4P6xSAnM7 �g LJ 1eumRs Mn1 r , � ;9L.wseA'ik-.2A GePLOYl&.S_...... , I 'r.LMease-wxrt;v uurr 3.3. I sasetuPrwx of oaEaATroamtuwmxmsavarnCLea incnRa tm.Aeeatmul nneuneses.em..mlxa.anffiaaeumem gneaawgnwa} � , SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Tavm0/90aUtoitl-$UOditlgDOparfmont 'THE EXPIRATMHDATE THE THERELICY OV PROVISIONS. NOTICE WILL BE DELIVERED IN Town Hall Annex SoBd'mg 54375 Routs 25 -- --.--------------- ---- - PO Box 1179 earrtmAraEa REPRCstaTA1WE Sc ft*Id,NY 11971 ACORD 25(2016103) 191988-2015ACORD CORPORATION.A9righfateserved. The ACORD name ami logo am registered marks of ACORD ...........................{{j............................... ..................._........................................................................ ............................_.... ...... ......... ............,............................................. Generated by REScheck-Web Software Compliance Certificate Project Morino Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,859 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Diedricks Road John Condon Sr Orient, NY 11957 Condon Engineering 1755 SIGSBEE RD MATTITUCK, NY 11952-3361 6312981986 condoneng@optonline.net Compliance: Passes using ,UA trade-off Compliance: 2.3%Better Than Code Maximum UA: 528 Your UA: 516 Maximum SHGC: 0.40 Your SHGC: 0.32 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,063 49.0 0.0 0.026 0.026 54 54 Wall 1:Wood Frame, 16"o.c. 670 20.0 0.0 0.059 0.060 29 30 Door 1:Glass Door(over 50%glazing) 26 0.310 0.320 8 8 SHGC: 0.32 Window 1:Wood Frame 18 0.310 0.320 6 6 SHGC: 0.32 Window 2: Wood Frame 18 0.310 0.320 6 6 SHGC: 0.32 Window 3:Wood Frame 18 0.310 0.320 6 6 SHGC: 0.32 Window 4:Wood Frame 18 0.310 0.320 6 6 SHGC: 0.32 Window 5:Wood Frame 18 0.310 0.320 6 6 SHGC: 0.32 Window 6:Wood Frame 11 0.310 0.320 3 4 SHGC: 0.32 Window 7:Wood Frame 11 0.310 0.320 3 4 SHGC: 0.32 Project Title: Morino Residence Report date: 09/26/21 Data filename: Page 1 of 3 z ti Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value LI-Factor U-Factor UA UA Perimeter Window 8:Wood Frame 11 0.310 0.320 3 4 SHGC: 0.32 Window 9:Wood Frame 11 0.310 0.320 3 4 SHGC: 0.32 Window 42:Wood Frame 14 0.310 0.320 4 4 SHGC: 0.32 Wall 2:Wood Frame, 16" ox. 500 20.0 0.0 0.059 0.060 22 22 Door 2:Glass Door(over 50%glazing) 24 0.310 0.320 7 8 SHGC: 0.32 Door 3:Glass Door(over 50%glazing) 43 0.310 0.320 13 14 SHGC: 0.32 Door 4:Glass Door(over 50%glazing) 48 0.310 0.320 15 15 SHGC: 0.32 Window 10:Wood Frame 11 0.310 0.320 3 4 SHGC: 0.32 Wall 3:Wood Frame, 16"ox. 670 20.0 0.0 0.059 0.060 27 28 Door 25:Glass Door(over 50%glazing) 48 0.310 0.320 15 15 SHGC: 0.32 Door 26:Glass Door(over 50%glazing) 48 0.310 0.320 15 15 SHGC:0.32 Window 11:Wood Frame 18 0.310 0.320 6 6 SHGC: 0.32 Window 12:Wood Frame 45 0.310 0.320 14 14 SHGC: 0.32 Window 13:Wood Frame 18 0.310 0.320 6 6 SHGC: 0.32 Window 14:Wood Frame 33 0.310 0.320 10 it SHGC: 0.32 Wall 4:Wood Frame, 16"ox. 500 20.0 0.0 0.059 0.060 24 24 Door 27:Glass Door(over 50%glazing) 48 0.310 0.320 15 15 SHGC: 0.32 Window 15:Wood Frame 2 0.310 0.320 1 1 SHGC: 0.32 Window 16:Wood Frame 2 0.310 0.320 1 1 SHGC: 0.32 Window 17:Wood Frame 2 0.310 0.320 1 1 SHGC: 0.32 Window 18:Wood Frame 6 0.310 0.320 2 2 SHGC: 0.32 Window 19:Wood Frame 6 0.310 0.320 2 2 SHGC: 0.32 Window 20:Wood Frame 14 0.310 0.320 4 4 SHGC:0.32 Window 21:Wood Frame 18 0.310 0.320 6 6 SHGC:0.32 Wall 5:Wood Frame, 16" ox. 510 20.0 0.0 0.059 0.060 23 24 Window 22:Wood Frame 14 0.310 0.320 4 4 SHGC: 0.32 Window 23:Wood Frame 14 0.310 0.320 4 4 SHGC:0.32 Window 24:Wood Frame 15 0.310 0.320 5 5 SHGC: 0.32 Window 25:Wood Frame 15 0.310 0.320 5 5 SHGC: 0.32 Window 26:Wood Frame 15 0.310 0.320 5 5 SHGC:0.32 Project Title: Morino Residence Report date: 09/26/21 Data filename: Page 2 of 3 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Window 27:Wood Frame 14 0.310 0.320 4 4 SHGC: 0.32 Window 28:Wood Frame 14 0.310 0.320 4 4 SHGC: 0.32 Window 29:Wood Frame 14 0.310 0.320 4 4 SHGC: 0.32 Wall 6: Wood Frame, 16" o.c. 289 20.0 0.0 0.059 0.060 16 16 Window 30:Wood Frame 4 0.310 0.320 1 1 SHGC: 0.32 Window 31:Wood Frame 4 0.310 0.320 1 1 SHGC: 0.32 Window 32:Wood Frame 4 0.310 0.320 1 1 SHGC: 0.32 Window 33:Wood Frame 4 0.310 0.320 1 1 SHGC: 0.32 Wall 7:Wood Frame, 16"o.c. 510 20.0 0.0 0.059 0.060 22 22 Door 28:Glass Door(over 50%glazing) 21 0.310 0.320 7 7 SHGC: 0.32 Window 34:Wood Frame 15 0.310 0.320 5 5 SHGC:0.32 Window 35:Wood Frame 15 0.310 0.320 5 5 SHGC: 0.32 Window 36:Wood Frame 15 0.310 0.320 5 5 SHGC: 0.32 Window 37:Wood Frame 15 0.310 0.320 5 5 SHGC: 0.32 Window 38:Wood Frame 15 0.310 0.320 5 5 SHGC: 0.32 Window 39:Wood Frame 15 0.310 0.320 5 5 SHGC: 0.32 Window 40:Wood Frame 15 0.310 0.320 5 5 SHGC: 0.32 Window 41:Wood Frame 15 0.310 0.320 5 5 SHGC: 0.32 Wall 8:Wood Frame, 16"o.c. 289 20.0 0.0 0.059 0.060 15 16 Window 42:Wood Frame 14 0.310 0.320 4 4 SHGC: 0.32 Window 43:Wood Frame 14 0.310 0.320 4 4 SHGC: 0.32 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 building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the andatory requirements listed in the REScheck Inspection Checklist. Name-Title J Date Project Title: Morino Residence Report date: 09/26/21 Data filename: Page 3 of 3 LOT AREA = 105,028 SQ. FT. = PROPOSED 2 STY FR DWELL W/4 BEDROOMS 17-73 2.41 acres well FIRST FLOOR AREA = 1,650 SQ. FT. 21-225 SECOND FLOOR AREA = 1,350 SQ. FT. m TOTAL AREA = 3,000 SQ. FT. A ,� > Ip dwel g o GARAGE FLOOR AREA = 340 SQ. ! �I r- o m r- o C PROPOSED SANITARY SYSTEM = 'q m x r- I "L' _ 1 - 1,250 GAL. SEPTIC TANK DEC 9 2021 N N O m I NOW R FORMERLY MARTIN � g o_ m s 1- LEACHING POOL 8' DIA. X 12' E _ - 3 P DATUM N.A.V.D. 1988 BUILDING DEPT I pole dwelling/well v m el N 48'29'0 "E 3 436.58' � �q e E � (24.5) = ELEVATION TOWN OF SOUTHOLD ® C „I 1 w,�/9ei (24.5) o nS v g GAR. ELEV. = 25.0 r_ PIa FFL. ELEV. 27.0 iT7 'a (23.3) PROP WELL FD O C Jef�e�/ MON 2 c rH z IO/ I I t t CID pole m mI I I /PROP WATER LINEO�iA1� �. �0 &� 1 0 ,''- r' 3 I I I � SINGLE F E:� T = I�1 2 I I I propoea Co baml» N .No. Lo—I9/0I( i Co 0 leachIng p la O C CA C7 Z I I I 380' not to eoofe %0D m 00 z o n C o p I I I 1 I Q- (25.0) (25.0) MON v a 37.5 iB5' C FOR She 1 Yj I � t 3` 0 to m c yz A >H I �I I �' 28.5 A �edge of bamboiS „ b p� 'a I at I: N f`IRE :i9 a I I o I 1 IP 4 11-16-2021 ADDED PROPOSED WATER LINE 4 oN 10-10-2021 REVISED PROPOSE HOUSE and GARAGE i i I I I a 3-14-2018 ADDED HEALTH DEPT. INFO and DWELLING c g °• �trlenetI (25.0) ,5.w wa ) 540• 194' E (25.0) a Iii DATUM N.A.V.D. 1988 ttt�� a pole 1 _ __ _ o O m THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE 3 PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT a INTENDED TO GUIDE THE ERECTION OF FENCES, REIAININO WALLS, POOLS, PATIOS, 7=. = Pr OPO=ed/drivewa -P2P• O a: 3 PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. ro 3 v UNAUTHORIZED ALTERATION OR A130MON TO THIS SURVEY IS A VIOLATION OF SECTION r- PIPE I \\\ 'wroE RHJHf OF WAY — — gen i°o "'gapoo1 Z Z 7209 OF THE NEW YORK STATE EDUCATION LAW. (22.2) I \ FO y GUARANTEES INDICATED HERON SHALL RUN ONLY 10 THE PERSON FOR WHOM THE \ — _ SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TILE COMPANY, GOVERNMENTAL X185 aPUt rog fon �FC T•eS P1\ //p2 y AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE p8N ` / 3 54'05'20'W\ \ 23'8 861v ysOflp LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS MON \ I , FT; OR SUBSEQUENT OWNERS. N 28'25 40'W �o.T's N f 314.98' 13.80'-� 04W sHED w TEST HOLE — LOT 3 COPIES OF THIS SURVEY MAP NOT BEARING THE LAID SURVEYOR'S INKED SEAL,OR \ ^ 3 SET O EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. C I a / d°Qr r �o^, FROM MINOR SUBDIVISION MAP OF I ae 1 FR SHED (ze.t) �p b, N LINDA GORWITZ AND JUDITH BARNETT 1 / v Rk73M M JOB No. 16-246 FILE No. 992 F g NOW OR FORME RIy I °� u FC °M' w S 6&00,10"W soo,l p• ' 0.0 � p ti 0' SURVEYED FOR � � o LYN00 MriES & ROBERT GU � � � m � TOPSOIL & LOAM m W o A dwelling/wen ERRA 1 0 1Z� ARM 8 ' m / JAMES W OR FORMERLY 40 NOµ,0 00. 3 j .� I & OEBORAH MICHTA 00 R c�pD ''VFRLY Q 1 dwelltrtg�w®n 3 awep;�%e&HN SAND,LOAM RAVEL SITUATED AT ORIENT 13,Lj TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. %'j ►u / 14' SAND & GRAVEL SCALE 1" = 60' DATE 10-20-2016 ' FILED MAP No. DATE CERTIFIED ONLY TO,:f,�0 ��"� 1,A P. / / /`> � �1<t �b, Y,a TAX MAP No. 1000-18-3-11 DISK 2016 well HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR NOTE: CESSPOOLS, SEPTIC TANKS & WELL I , ' 11f� o I LOCATIONS BY OTHERS. i r�,i. . I; P.O. BOX 616 r;n - " t'�� h'OAD , ,� .�` 1 : ,� 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 HAROLD F. TRANCNO'N; t _"a '- -sN:Y �L11 N . 048992 631-929-4695 JR,-IDPENNe LIC. No. 2115-E LOT AREA = 105,028 SQ. FT. = 17-73 2.41 acres 21-225 22-41 I NOW OR FORMERLY MARTIN g 1 ` dtveW°y N 48'29'00"E _436.58' dako � v►I :06,61, 0V6 ourbtn9 blk• 3 z 1 041S, I eleoblc WELL �� • box W pole I' I II 1 z ro I c w 3-10-2022 LOCATED FOUNDATION AND WELL 12-16-2021 STAKED PROPOSE BUILDING W/ 20 OFFSETS z o c ' 1ffl I I I 10.0 I�ooN LOCATED NEIGHBORS DRIVEWAY TO THE NORTH T29010.0' Tes' and NEW ELECTIC METER M II �I I I Q A I`I I , 11-30-2021 REVISED PROPOSED GARAGE m TSB' 11-16-2021 ADDED PROPOSED WATER LINE m 119 10-10-2021 REVISED PROPOSE HOUSE and GARAGE j i 1 i i 4 3=14-2018 ADDED HEALTH DEPT. INFO and DWELLING DATUM N.A.V.D. 1988 pole I I L N g �y THE OFFSETS (OR NS PROPERTY LINES ARE FOR ASPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT t •w $ INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLAITING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. PIP1 ` 3 UNAUTHORRED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION E \ \\ 2°'tWOE 4101W OF WAY , / M 2 2 7208 OF THE NEW YORK STATE EDUCATION LAW. 1 Cn X GUARANTEES INDICATED HERON SHALL RUN ONLY-TO THE PERSON FOR WHOM THE \ \`-'179vx FO 0•+ d� a SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL \� � 'A1 m4 Nney�� -_.t.6's PI 0.2'W \ 1 AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE 0.@'N M01 S 54'0$20"W \ Li's O'0 MOON LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS / N 28'25,4FG's urs OR SUBSEQUENT OWNERS. � 0"W �at \ CO 314,98 13.80a41V SHED COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR \ AN / $ T&flR pµ . EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. bi Ayme M 1 a FR SHED M N 1 °d JOB No. 16-246 FILE No. 992 F o NOW OR FORMERLY 1 3 65'0 N LIDO ro ' SURVEYED FOR � m °"10 oz's o k ROBERT GUERRA� 0 121.0 AZ 1 NOW OR FORMERLY .1° ° N m / JAMES k DEBORAH MICHTA - O OR SRM / L / �1QF ku�Lr SITUATED AT ORIENT TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. / g� 3 SCALE 1" = 60' DATE 10-20-2016 `` — FILED MAP No. DATE CERTIFIED' bNLY:�TO: _ TAX MAP No. l000-18-3-11 DISK 2016 HAROLD F. TRANCHON JR. P.C. ° LAND SURVEYOR / f N P.O. BOX 616 Roo 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 �< -ate No. 048992 HARP LD F. TRANCHONfJR? " PENN. LIC. No. 2115-E 631-929-4695 LOT AREA = 105,028 SQ. FT. = PROPOSED 2 STY FR DWELL W/4 BEDROOMS 17-73 2.41 acres well FIRST FLOOR AREA = 1,650 SQ. FT. 21-225 SECOND FLOOR AREA = 1,350 SQ. FT. ►p et dwel g . TOTAL AREA = 3,000 SQ. FT. GARAGE FLOOR AREA = 340 SQ. FT. PROPOSED SANITARY SYSTEM = 1 — 1,250 GAL. SEPTIC TANK Now R FORMERLY MARTIN o_ a a 1— LEACHING POOL 8' DIA. X 12' DEEP pole dwelling/well o B c r i'1 � a m� o, E DATUM N.A.V.D. 1988 I I iro drN°ei, N 48'29'0 "E $ 436.58' R ° (24.5) = ELEVATION 25.0 MON '/9 "°i (24.5) ° v FFL ELEV.� = 27.0 (23.3) / PROP WELL z ELECTRIC SERVICE FROM OVERHEAD WIRES pole l i i NO GAS SERVICE I N 00 bambo N propose -� - i I 1 � I I\ ( O leaching pools O 380' �p not to scale 8 z I+ I I $ (25,0) MON o Q 29.5 A (25.0) 185' Y I I I edge of bambo at ao I � I I I Ip 4 +� 8 — 10 10-2021 REVISED PROPOSE HOUSE and GARAGE 3-14-2018 ADDED HEALTH DEPT. INFO and DWELLING o I I(t ack 3 5' E .. walnut) , 94, (25.0) 54,0' (25•o) DATUM N.A.V.D. 1988 pole I __ Ca b g o m THE OFF'SET'S (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT _ a INTENDED TO GUIDE THE ERECTION OF FENCES, REfAININO WALLS, POOLS, PATIOS, _ Proposed driveway 1 22' c PLANTING AREAS,ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. ` I •-� i -.� `6 pro p FID 23'WIDE RfoNi pp NAY ` gan leashing pool 3 'b ti UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION PIPE \\ / M Z Z 7209 OF THE NEW YORK STATE EDUCATION LAW. (22'2) I \ \ F0 / FV a to GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON FOR WHOM THE FC x T.es a N� MIR �08 SURVEY IS PREPARED,AND ON HIS BEHALF To THE TITLE COMPANY, GOVERNMENTAL roll Nnao� / w AGENCY AND LENDING INSTITUTION USIID HEREON, AND TO THE ASSIGNEES of THE S 54'05'20"{(1 \\\ 238 ser MON LENDING INSTITUTION. OUAWUQIEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS N 28'25'40�O.tFQ's t.�s OR SUBSEQUENT OWNl3T3, \ ^ / 314.98' 13.80 a4�' SHED ul TEST HOLE — LOT 3 CO x SETJIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR's INKED SEAL OR \ �y1 Rm4R d a , EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. 4 o/ FR sHEo �nro (28.1) �y 2 ^ FROM MINOR SUBDIVISION MAP OF L NOW OR FORMERLY I I r°j r S E5,00, �_ RPM m N LINDA GORWITZ AND JUDITH BARNETT JOB No. 16-246 FILE No. 992 F lix_ c 10 o YNDO MYLES & ROBERT GUERRA� / 00.20 0' SURVEYED FOR g a dweffing/well I NOW OR FORMERLY NOW 121.00' i�" TOPSOIL & LOAM io 3' r J ' JAMES dt DEBOR4H MICHTA ° GE OR�R dwelling/wep °' SND M�zY SAND, GRAVEL SITUATED AT ORIENT 3 tlwegln�eUHN & LOAM TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y.SCALE 1 60 D o � / / 3 13SAND & GRAVEL " = ' — / 14-11 ATE 10—20 2016 FILED MAP No. DATE CERTIFIED 0 N LY�T_"0 �E� �p� TAX MAP No. 1000-18-3-11 DISK 2016 well / �,�RAIU0 10 r°. HAROLD F. TRANCHON JR. P.C. NOTE: CESSPOOLS, SEPTIC TANKS & WELL LAND SURVEYOR 1�1 READ / c LOCATIONS BY OTHERS. j l y;>° P.O. BOX 616 �l l� A). 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 HAROLD F. TRAO�d(J,RPENNLLICNNo�218159 E 631-929-4695 LOT AREA = 105,028 SQ. FT. 17-73 2.41 acres 21-225 22-41 22-49 22-219 I � s NOW OR FORMERLY►MWnN / dM*v N 4829'00'E 438,58' NOTE: CESSPOOL, SEPTIC TANK, WELL and / DRYWELL LOCATIONS BY OTHERS. ./I I — POW� I I 6-19-2023 REVISED l a l I I 5-23-2023 FINAL SURVEY 10-13-2022 UPDATED, LOCATED GARAGE 3-10-2022 LOCATED FOUNDATION AND WELL y a CJ w 12-16-2021 STAKED PROPOSE BUILDING W/ 20' OFFSETS LOCATED NEIGHBORS DRIVEWAY TO THE NORTH .e law I� and NEW ELECTIC METER 11-30-2021 REVISED PROPOSED GARAGE 11-16-2021 ADDED PROPOSED WATER UNE a a'.Ie 10-10-2021 REVISED PROPOSE HOUSE and GARAGE 3-14-2018 ADDED HEALTH DEPT. INFO and DWELLING �' L -- \ �IJJ a s DATUM N.A.V.D. 1988 D_ Tot WWS(04 MuDAWM%toWN KaYEDN FAaY WE WW"J E1 Ta TKE FRORIRIY IMM ME HOR A Sienna R11 M AND USE AND THEW01T ARE NOT \ p O12 /y6gwY �1 - MUOM To a=THE MtMTlM OF FV4=Rr AKNG,IAU5 POOL%PAWS. PLAMW AVAX A0W41/TO BLIT t0!OR ANY DIM CONSYnCTION roc \ �c RVR aWAr / PoaT.awn L%Ajn =ALTTIW=OR ADW4N TO TMS SURVEY 13 A VV-WN OF S19=XN N u• Y \ ' \ O TROD OF TME NEW TSG WATE EX"M LAW. ` \ Ap o rn PLO"IS FP(dPAREar MM ON WWFTKiN6WE n � 11 \I',I k" —" ,�+yD�� AGDWV AND LDIDNO WS17nMON UVED NpKW4 ma TO THE A4 CKM CF THE S 34'O$'20'W`\\ IIJ! Err LOOM stmnnroN.WAROMM AAE Wr TRA WERAME M ILVaONAL vrsnnmVLS \ N 2C28'401Y aLb .� / OAW mPm OF TIa3 SIAM MM NOT�F.AF.NO SNC LANA SUM410K3 RKEA SGL 0.4 cr ` ^ DABOSSM SGL MOLL NOT K L'ONS#1KD TD eE A VALID TRR UE CC . NOR FORMERLY I `� ac,/ / $ FR ow *c. pe— FR A uF a JOB No. 16-2.46 FILE No. 992 F LYNDO MttFs RoeEra WERRA r I ! ` BS'OO�o1V rn SURVEYED FOR Fy No OR FORMERLY 'low 1.0 0 � 1 l °" A aE �tr SITUATED AT ORIENT TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. SCALE 1" - 60' DATE 10-20-2016 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES FILED MAP No. DATE APPROVAL OF CONSTRUCTED WORKS FOR CERTIFIED ONLY r o¢ IiEcv yTAX MAP No.loon—t8-3-11 DISK 2016 ASINGLE FAMILY RESIDENCE y"` 4.5(IAlaCAr Date__ R, a� HAROLD F. TRANCHON JR. P.C. ntsrzoza_ H S.Ref.No B,o-te-ons LAND SURVEYOR 1 The sundae dior cert and vy In De0aitme It:z r of ers lgences Fare beer (J F.O. BOX 616 / iis,zcted antlror certi`ietl by this Deoarlmenl of other agences and fourd to besahrsfactoryFORAMAXIMUNIOF 'r BEDROOMS ROAD6 4 1866 WADING RIVER—MANOR RD.WADING RIVER, �a ossa` �° NEW YORK, 11792 CRAIG KNEPPER.RE,CHIEF PC'Y IC. No.048992 631-929-4695 09,ce of waste.•ra;er Marracement HAROLD F.TRA L b iw:0 N.LIC.No.2114—E JUL 2 0 2023 9 i. PLUMBER CERTIFICATION APP OVED AS NOT DV�� ON LEAD CONTENT BEFOR.- DATE. � g p # CERTIFICATE OFOCCUPAM., SOLDER-USED IN WA TER FEE: Y: SUPPLY SYSTEM CANNC_. NOTIFY BUILDING DEPARTMENT AT EXCEED 2/10 OF I% LEA,`.), 765-1802: 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1..FOUNDATION - TWO REQUIRED FOR POURED CONCRETE' 2. ROUGH; FRAMING & PLUMBING 3. INSULATION ELECTRICAL 4. FINAL - CONSTRUCTION MUST INSPECTION REQUIRED BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF DO NOT`PROQEED-;W..ITR.. NEW YORK STATE & TOWN CODES FRAMING UNTIL SURVEt AS REQUIRED AND CONDITIONS OF .,..QF,FOUNDATION LOCATION, HAS BEEN APPROVED: `SAIL H01 D TOWN 7RA BOARD RUIHOOZOWUMSTEES Must provide Manuals N Y c n� D,J and S as per NYS Energy Code ,)CCUP-ANCY OR Blower door JSE IS UNLAWFUL and ductwork testing required. WITHOUT CERTIFICA_ OF OCCUPANCY All exterior lighting installed,replaced or RETAIN STORM WATER RUNOFF repaired shall conform PURSUANT TO CHAPTER 236 to Chapter 172 OF THE TOWN CODE. of the Town Code 1 + Rx Rli.; =`,`,' ,PUUN1BItVG IIVAS'f E YIA7ER:�.INES NEED TLfN4`BEFORE COVERING OCT 12 2021 TO13UILDING DEPT. N OF SOUTHOID ' CONSTRUCTION DETAILS do WIND LOAD PATH CONNECTION DETAILSMIND RESISTANT CONSTRUCTION CONNECTORS ; O�tN TIQN A:►`fON: PART NUM RtDCE--TO- RAFTERS LSTA24 APPLY TCSACH UA R,_ RAFTERS .�" Go RAFTER--TO--WALL RT20 APPLY TO EADH RAFTER. N .. NOTCHED RAFTER RAFTEO--TO=-PLATE RT15 APPLY TO EACH RAS'T'ER � t)SE SPTM4 CORNE TUR RAFTER "` P — O-1A! SPTH4 AP Y O ` A� 1 .2 A WALL !MQ ROM2ND. ' .tK �i�fALL -T+D--1ST. FLOOR t� Kt.FTA OR MSTA36 APPLY TO EAQj_MV As MD � HE ATO--JACK. STUD LSTA12 APPLY TQ EACH jAqK STUD... CRIPP` STUD«-T-3--HEADER RT3 OR R W APPLY TO E60 CRtPPt t SHEAR WALL HOLDadil�° ANCHOR At3S5 APPLY .TO 1ST. FLOOR-SUNDER—S-LI PLATE MSTA36 OR RStB—R WRAP 0 1ER DOMt1. i lAIE USE roTH 37 S RLLSEw tatFan *arm RAFTER PRI DE fir 'IM -- • TWEEN THE END ST'11O „ 4m: AND THE 2 OTWR STUM , T. « RAFTER FOR t "� ER:�TUh eras TOP PLATE • � u rea4 To Islow ', " FA�TEl�!i61nT'H 1�d Woe) TOP PLA'T'E ...._p • COMMI NAILS a er O.C. � Axa 2 VIOVIM froc :, WALL STUD SwWWWAMMVALL € •. 1 -� u., +•.a.. At i FL06A WALL SM 2Nb.FLOOR PLATE VVOODJOW iSM-FLOOR CMME Lu RN eomm BLOCKM1 '000 JOIST . iST':`FLOOR TO PLATO t3R1"�.�#ill�! R ' WOOD , V DOD.QST In FLOOR WAU q 0000 9 ST.Fl.M WAM SM IST.,FLt�OR.P#,AT"E SUMOOR •- MLWIETT BOrMM PLATE 807TON PLATE 1 BATHTtX3 SM FLOOR - DUKE JOCST' �E JOF3'T D E SILL PLATE ' 1 , OM.OLL FLAM , FST 1Rkt. -1 ,•,,- __..........._.....-_... _ _.-..- . ' 1 • i 1 t t n, ,�" de m � - P(' �_ .P ^ya i� f 11W RESISTANT CONSTRUCTION CONNECTORS__ _____.__ D PATH CONNECTION DETAILS NNECTI L CATION PART NUMBER T S DECK & PORCH CONSTRUCTION DETAILS 8c WIND LOA � IA. T P TO F001ING ANCHOR P wl MIN, 1/2" 1?j. x Z* ABHOR LT _ �? 4 4 TI TO 91RDER.&EADER44 P 44 44 JSE ONE TYPE H POST x6 POSTI TO QtRDER MEAD—ER BS66 P13SE66 KC66 JSE ONE TYPE FOR EACH POST �. RAFTE ER CLONNEC11ONTMQ26.0R M AtON—EACH STRINGERRAFTER/JOIST TO HEAQER T)M0 RT15 IMF FOR EACH RAFTER #'V ''� AFTER Tp LEDGER BOARD TMU26 OR MPA1��SE ON EACH RAFTER. MPA1 USE ONLY IAC �. RE IMU26 CAN NOTBE USED R A F TE D G E R USE THE FOLLOWNG OR APPROVED USP METAL. CONNECTORS FOR PROPER WND RESISTANT CONSTRUCTION.. LE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE HEADERi .cn Tmbio 3.1 Gbm�aq SONe&h Mood Rwrad Cane udw MmmW 205,P 10vt 1q R AFTE tfurmmbals>raf of Joie Comtermon f BMW& Nd tnft ROOF RomerbTop Phft(fol•mrr" 3.8d 3.-ed ps msl j Cavi V jdAb Tap Plmbe(fa 3-8d 3-od PorIf TYPICALRIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNFrTION ALTERNATIVE RAFTER TO HEA ER CONFECTION ! C4eV bPOWRAwfam 6-,� 6-W asch bp Ceilbm�dol9mt ieptFennPmmft (pm 5.164 $-led ae®dt� Cd>Ib 7b 1b (food 240d 2-10 p t* mx"blion(Too nom 2-8d 2.1E aims STAIR TREA fftBoeadb 2-14d 3-1 a .ar FRMM GIRDER HEADE "`"'" / RIM - BOAR Top Pbbto Tap Plmb(Food-mmm" 2.1i�f(1) 2.IM(1) pv r POST ; TOP Fkft a*Iimnec�aMm f"4who 4-10d 6-j6d - PQST/COLUM oD , bsmcl(F�o.. 2-1� 2.1 "o.� STRIN GE 1MMbff aft(Fp-ne led tc� 1r04 RIM/DECK JOI ` ° ; ; Top itXBollommm Pble b 8hmd t�frD� 3-led 2-fid � STRINGER TO DECK/PORCH CONNECTION '7' CTI ON 8otla�mm Pbfeb f400rJamiot,9mmd Joief.F�md Jaiet ar ( # 2.1 (t,2) 2.144(1A pl�W etaki FLOOR SAM PAST TO D �'_QR� CONN TidN i Jofm flofmTopPbbararder(Too 4=8d 4-10d prr b JOW(roo�m*hM 2-Ib 2-10d ! 8loddmy b Jaaid(To*4*5!!d) 2-8d 2-10d tech at i Obd ft b 85 or Top Pimmbe(rowidso 3-led 4.1ed i + UdW 91mIp b%m fT�O 3-8d 3-16d mac Jaieton L dbetb 8ea:m R GIRDER/HEADER-- a \` I Barad J41tItb jmp d�nmllmd) 3-to 4-10d per) Bend JIM Sip orTap Pleie(Tam 2-14d(t) 3�1 (1). pufac 1 GIRDER/HEADEROOF OMTHM POST/COLUMNJOIST-- -- u�i�e(Sot M�e4,5a t8) lod �a �1rll PPemineler6dpo zo me W 10d POST/C OLU M Ibis farad RmmWva up VPuka Omhn � 1°� � GIRDER/HEADER-- w / I iK+liboald 5d 5d orae T ate!110`fd ': WALL MTim02 ` SUV*M i'umb(SN dobe 1,Z,sand 3) ad 1od r f 12'fpmLu GIRD R HEAD R T. PO5T fl MN CONN CTION GIRpER/HEApER TSP S�Q_T&OLUMN CQWECTION ITT IR RHA R NN TIO 5d 5da T" t1�' WdbLmmrd FLOOR SiFARM Maw Pmenek Porins 3d 1cod m�all2p §d (1)Nmft�=bemed on waf daft be meat whams wd aFiem!@* INMV Y mdmmaed. For ,fwd eh rat b nmtd 31 t �Attie p b h�finer>m�mea av9dfiee,nal v for*m>cJ�mt mIU be�or d be m> 0 b m id load pmh. GIRDER (2)FwVd dtwrq wfm 4 feet of hs am he fom�foot Wp a o M Ips to ami. • ' POST M T 12 k"oa~m>�,epecihp rtmmbmmmtmee tmef In dJd w i uA '. . • (4) Farmootsi�nft wlhkt 4 fodof tw pemknft ad m dto noel,WAig 4 f on ekecdto tamp , 4 WOOD JOI I per6mmedalrlrmrme aaltment�mmltallbaXmm . • (I5)Tebuleemmd 12 h*aa,nd apadmp momll fD I mmtl l : Fier ; >r fwm nmmit �bo mmmitm�d b d inaac. GIRDER/HEAD I �at mom( CONCRETE PIE - 12%12"x12" CONCRETE FOOT , A,� WOOD J O I ST------- - , Fa filar am W dfnp. rami W brat fv&mm be b tato br . nom. , v "• PAST To FooT�NG CONNECTION { DECK AND COVERED PORCH NOTES: JOIST FRAMING FL H WITH GI� R HEADERiLwwn,m,.�Iws�,e�naaabm,� ae . GIRDER TO CONCRETE PIER CONNECTION i a '�aa` bwe « a° o� r , I ► an aaneyri�phs MoM b�naldarwm�t per w CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA r>baa,uw,�►.�a�ura�xrm� e�r�► .�aa� " 4 Po* �alarrt Md b d b a ir'nt?5R�Eft Gmanmd&row Wmd SewriC Frost lhto Tonr:Sae "WirAw fir Flood Fps un*mr mm yr ftxrf�wdarm�m VA NW a ia►alax~ba LOW spm > Dee* � m>.a 11 m�mow Qrad..Omacmrlr rrifi taolk std m,.e.�ee.au►oenme s mgr+ ,. . T � ' �}t�cmcpatti bt+aarr urvrm�,p at afR aw. • 26 pat m mph g 8evmmmm+a 36 In. b Heavlt b 15T Yes �.A NllnimuR►of to leach�Vm�b�htaam�bit �aaaa�1 trOpalrbb111111 ObbMbpreihVraLb�r a►rdit • 0.i° '6•ya �$ytc.$ i t':. q' n.Ab oft b b aylporm�am vft b oM and �JMa aabo tsb QlAfadm'mNAlfldmsanlnmidalRd*MOW baraIalA�a3aCPana ,a r,,,, i •� rh.. r,y "` " �'aFESSW ............... .............................. ------- ....................... ................................ ................... ....... ....................- ............... .......... .. .......... .............. ................ tV PLAN CONTENTS: o. WIND FRAMING NOTES _L-SCUPANCY CLASSIFICIATION RESIDENTIAL ENE L AL NOT11j.E RIDGE-T04WTER ASSEMBLY. - BUILDING USE.1 AA_ 1-1W x 20 gauge sWiIpi shall be attached to each pair of raftim In accordance to table 3A, LDIN -8 Vl G HEIGHj Z When a collar tie Is used In lou of a rIdp strap,the number of 10d owncin nails required 10T,�L SO. FT.__Or�CONSITR�IETION CONSTRUCTION NOTES: in each and of the collar Be need not exceed the tabulated number of 8d nails in the strap. : , - CL _'1Z PRESCRIPTIVE AS PER 2020 UNIFORM CODES SUPPLIMENT AND V 1).The Inliorrmflon within this W of construclilm documerb Is n9dod to be*design 2) RAFTER-TOVALL ASSEMBLY-. DESIGN CRITERIA 2020 ICC � WOOD FRAME CONSTRUCTION MANUAL C 0 Intent and franing details.They am Intended as a construction aid,not a*Aistflule Lateral frerning aind sheetwell coirtnections for rafter,ceiling or truss to top plate shall be In i E: 00 FRAMING ELEMICN S for generally accePted good building pracilce and compliance with current New York accordance to table U.When a rafter or truss do not fall In line with studs below,rafters -'AS PER FLOOP.,PLANS, CROSS-SECTION AND GENERAL NOTES EXT. BALCONIES 4- State budding codes.The General Conitractor Is responsible for providing standard or truseea shall be atached to the wall top plate and the wall top Oats shag be attached to W (7� 40 construction details and procsdures to ensure a prolessimally finished,Wuftraffy the to the wad stud with uplift conrmftns.Roots ov&twVhg Me rake side of the building DECKS sound and a weatherproof completed product shall be connected with upfift connections in accordance with table 3.3c. ATTICS w/o STORA4( GE I 2).The General Contractor is responsible for ensuring that aN work and cond%petion 3).WALL-TO-WALL ASSEMBLY; ATTICS w jSTORAGE 10 meets current federal,state,county and local codes,ordInarices Wall studs above and ewds below a floor level shell be attached with lid comections in DESIGN LOAD CALCULATIONS 2 LU and regulations,etc. ROOF (GROUND SNOW LOAD) 25 C These codes am to be considered as part of the speciftelliDn3 for this buUng and accordance with table 3.3b.When well studs above do not fail In Im With:eNds below,the (LIVE LOADS PSF) 0 i 1,J' SLEEPING" 0 should be adhered to even If In variance with the Plan. studs shell be attached to a common member In this floor assembly with uOR connectors in ROOM-, (OTHER THA' 40 %0 ROOMS (SLEEPING) 30 accordance with 609 3.3. 3) Diimensiona shall take precedent over scaled dmwtw. STAIRS 40 0 W (DO NOT SCALE DRAWINGS), �4).WALL ASSEMBLY TO FOLINDATOt GUARDRAILS (ANY �IRECIION) 200 First wall studs SINN to connected to this fourldallon,A pists.or bottom plato with upM 4).The anginsair has not been engaged for construction supervision and assumes no i connectors.Steel straps shell have a minimum embedment of 7 Inches In concrete EXPOSURE C A T A G O R Y responsibility for oondruc0on coomftiting with those plans,nor responsibility for foundation and slabovorade,IS Inches In numonry block foundations,or lopped under Ams,or procedures,or for sdaly to plate and naiad In accordance with table 3.3b.V4w steel straps are lapped under the SEE C10NSTRUCTION AND WIND PATH CONNECTION owatrucam means,methods,Wchrilques,sequar LOAD PAT OUNDAT ON DETAIL PAGE & GENERAL NOTE PAG precautions and programs In connection with the work.Them am no warranties for a bottom plate,3 arch Square washes shell be used with the anchor bolts.Anchor bolt (ROOF - F LO specific use expressed or implied In the use of these plans. sMdng Is to be spaced and sized In accordance to table 3.2a.In addition to spacing, NAILING SCHEDULEI : SEE GENERAL NOTE PAGE L0 anchor bob are to be spaced between 6-12 inchas from the aid of a sill plata and a 5).Refer lo the Window and Door schedule for exterior openings. COMM, EGRESS SEE FLOOR PLAIIS AND WINDOW S,- A OW SCHEDULE A_ SCHEDULE M, FIRE PROTECTiON" Y 6).The General Contractor is to ensure that masonry or prefablraIcted Fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNEC11ONS: SEE FLOOR PLANS or exceeds menufactuWa speclifications and applicable CD606. Type I ffiftft shaSirwalls V&h a minimurn of 7/16 Inch wood structural panel on the axkft, attached with ad comimon nails at 6*oc.at the panel edges and Ir in o.c.' the W,and TRUSS DeSIGN NZA STANDARD STIC�, FRAME CONSTRUCTIOt,) 7).The General Contractor Is to consult with the owner for d built-in Items 1/2 inch umurn ward on the kftw attached with 3d wow nails at r ol at parmi ENERGY f-,ALCULATI OINS RESCHECK 46.3 such as book%sas,shelving,pantry.closets,trims,etc- edges and 10'a.&in the field stag be In accordance with the length raquiremenIs specified 1 In table 3.15". 8).YAM load requirements;shell be taken Into account during constiucUm. IS).TYPE It EXTERIOR SHEARWALL CONNECTIONS, Table 3.1 Nailing gichedulel(Wood Framed tonstiruction Manual 2015,Pages 149 and 193) FOUNDATION NOTES: Type 11 exterlordumwalls shall roost the requirements of table 3.15%-b times the appropriate iii-ei-b length adjustment factors In table 3.16. t4 Number I).The General Coritractor and Mason to review plans,elevations,details and Number of o' determine intended heights of finished floor(s)above typical grade. to In INTERIOR SHEARWALL CONNECTIONS: Common Nails BOX NailssSpa [Aillow" klowall hvft provided in table 3.14 shat be to be lincreased when Nail --Jng 2).All tatings to rest on undisturbed(virgin)sail.Assumed bow"30OW interior shearwalls are used.Sheathing and connections shall be In accordance with ROOF NAILING 3).Provide 1l2"expansion joint material between coronetsslabs and abutting 2.4.42 and 2.2.4 respectively. Rafter to Top Plate(Too-nailed) 3-8d ___i-_6d -per-raf'-w- concrete or masonry wads occuring In exterior or unheated Interior arm 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Ceiling Joist to Top Mabe(Toe-nailo 3-8d 3.8d perjoist • 0 4).Any row concrete web being attad%d to existing concrete structure than Header andfor girder connections shad be altachied with uplift connectims in accordance 4- : X JdW to Parallel RAw(Face 4W4 5-16d 5-16d I each lap with table 3,6.Window alit plates shall be have steel comriectxs In accordance with table Ceiling be Installed with#4 re4w,181 long at 120 o.c..Use approved epoxy for Installatlarl. 3.5. Ceiling Joist Laps Over (Face-nailed) 5-16d 5.16d I each lap per 5).!irises otherwise noted,all slabs on grade to be 25M p.sJ..Concrete b be CATHEDRAL CELM ASSEMBLY: Collar Tie to Rafter(T66064 2.10d 2-10d tie poured on 4 Inch thick sand or gravel 111 with W wire mall!reinforcing.Interior slabs Where a ridge is to be used as a structural beam,theraftm"I eitherhig noted avid Blocking lio Rafter(roe naik4 2-8d 2-10d each end to be minimum 3-1/2 Inch thIdL anchored on top of the beam or slope connectors shall be of echod to each raftr4o-" Rim Board to Ram(End kalled) I 2.16d 1 3-16d each end slang the open ceiling pot of the building.Connections to ft ricigo And wall shag be be attached with 6�Crawl spaces to be pt willed with a minimum 18'440 access opening.Install one the above requirements. WALL FRAMING 8xIS cast iron foundation vent for every 150 sq.ft.of area Top Plato to Face-nded) 2-16d(1) DECK AND COVERED PORCH NOTES: TOP Plate 2--16d(1) per foot 7).Dampprooll'exterior of foundation with bituminous casting as per sedan R406 of Top Plates at Irltersoctions!(Face-naffed) 4-16d 5-16d JoIsft-each sl N.Y.&Residential CovAruction Code.A 6-mill potyettIylerre film shall be applied over 1 Unless otherwise Wed,ofi framing matt ftl to be#1 ACO pressure treated lumber. ft below grade portion of exwW waft prior to backP Stud to Stud(Face-nailed 0% All fasteners,Kwqm and anchors to be gaMnized or stainless steel. 2-16d 2-1P,,J 24"o.c. I Header to Header(Face-n 2).Girders for deck joists to be boW to each post with wa0ers and nuts. 8).DMInage as per section 8406 of RY.S.ResldenU C"hictton Code, 0114 16d 16d 16"o.c.along edges Girders on concrete piers shall be anchored with proper steel contwelom enctmred . I I FRAMING NOTES Into concrete with a minitmm 117 dia x 7*"anchor bott with washers and nuts. Top or Bottom Plate to Stud(End Nailed) 3-16d 2-Qd per std 0 1).All taming techniques and methods as prescriptive design ofd 2D20 41ft 3).Posts Supporting~shale be anchored to a 12'xIZ*x12'thIck corcmtRioting,oting, EdItIon Wood FramIN Construction Manual. Use a minimum Itr dia x r wq anchor boll with Washers arid nuts.Fod*W Shaft be 3 ft below grade.Cwa piers to be used with at polmlw4deft with rocife or pergolas.2).Unless;otherwise noted,all framing and structural wr,=1 material to be#2+BTR. Douglas Fir. 14).Deck joists to have blocking at 8V o.c.. Bottom Plate to Floor Joist.....B; and Joist,End joist or Blocking(Face-NaDedL) -16d(1,2) 2-16d(1,2) per foot ........ 3).Floors,waft,ceilings and ratters to be spaced at 16 Indries ti-t unless noted FLOUR FRAMING 5}A mhknum of 10 inch ffashIng strait be installedi otherwise. between the building and lodger, --- Ledger to be WWW to building with 11/2-dia.bolts with washers and nuts Joist to SRI,Top Plate or Glider(Too-nailed) 4-8d Where rlia(Kled. 4-10d per joist 4).Union otherwise noted,an bearing wall headers;to be(2)2xI0 02+BM Doug.Fir. Bridging to Joist(Twalled) 2-8d 2-10d each end Bearing vAll headers to have(2)lack studs 0-4(2)full length studs on each sidle of all 6).Concrete piers Ad be a minimum fr above grade, Bloddrg to Joist(Toe-nalled openft&LVL headers to have(3)Jw*studs and(2)full 6-0 duds on each side of 2-8d 2-10d each end openings.Bearing wall wkxbw sills shall also have(2)wilrKlow sell plates for 2M wall Blocking to SRI or Top Plate(Too-nallod) UU 4 AN joists to be supported with 3-16d 4-16d each block hangers and anchors.Each Joist shag also be anchored i openings between 4'1 and VO and 24 wall openings between 611 and n.Provide ft and blocking where applicable. to girder(s). Ledger ft to Beam(Fac fed) 3-16d 4-16d each joist Joist on Ledger to Boom(Toe-nailed) 3-8d 3-10d 8).Covered Roofs shag be assembled and anchored the same manner as a��building. per joist 5).All flush bewW*86em to be Installed with he"duty galkhrized hangers and hor$wherewhereapplicable to all connecting joists Band Joist to Joist(End-nailed) 3-16d 4-16d per joist anci PLUMBING NOTES Band Joist to$III or Top Plata(Toen6lled) 2-16d(1) 3-164 (1) per foot 6).Double up floor joists under walls that run parallel to the floorjoist and under bathtubs. I All water supply,drainage and venting to be installed as per N.Y.S.ResidedW ROOF SHEATHING noons to Neve ceramic tie Installed shag be verified for proper load capacIty unless noted Construction Code. on plans. StrucWral Panels(See Not4.4,5 and:6) 2).verify septic system,with the Engineer for Suffolk Gounty Health Department emovel. 7).Provide blodding1brIdging In floorjokft at et oro..Use wild blm�In floor joists Interior Zone 10d 6'edge f 12"field 8d fieldunder eff bearing walls. 3).9 well studs,plates or joists we cut out during Installation for any plumbing related work, Perimeter Edoe Zone 8d 10d 6'edge 16 provide Wiloquale bracing and piates to protect mid secure the structure.verity with ft Gable End Rake with UP.to 11 Rake Overhang 8d 10d 6`edge 161 field 8}.Provide insulatiori baffles at am verb between rafters.Instal draft blocking as state code and rnam6clure's recommendation for maximum hale size and spacing permitted. needed. HVAC SYSTEM NOTES CEILING SHEATHING 9).Unless otherwise noted,d rook and walls to have a minimum 10 thick,4-ply Fir ................ 5d cc CDX oftrior sheathing grade plywood.PVAu)d to cover over plates and headers. 1�Mechanical subcontractor is responsible far adhea*to all apo6i�6��, GypsumWallbwrd : edge/10-field requirements. 1 WALL SHEATHING 10).Unless otwwlse noted use 314"#ft T&G PTS Fir or Adv~plywood subflow adherW with PL400 adhesive and screwod to floor loft.Finished fox to be Inotaffed 4 HVAC Suboontaclor Is to fully coordinate all system data and requirements with the Strudmi Panels(Soe No*1,2,and 3) 8d 10d Vedge 17 field I over subflow as per ma nuilladurals instructions. equipment supplier. 14 All bathroom wage to have V?thick molsture-resisteM shaeovelL Garage walls and 4 HVAC subca"traclOr to provide Ina,system layout drawing and submit ft to the General 5d coolers 5d co*m 7"edge 101 field cefflnp and over furnace to have 6V brick Wwx sheetrwk At other parts of Contrardor arid owner for Final review and approval. buiading, Gypsurn Wellbmrd to tum regular IZ sheatrocILAII wells to be taped and finished. ELECTRICAL NO FLOOR SHEATHING 12).All roof with a pitch Im tw 4:12 shall be installed with an Ice&Water barrier or I).All electrical to be Installed as per N.Y.S.Residential Contrudon Code. Structural Parlets. approved eqial.Flat mots sW be applied with a Fibarglas base sheat with an EPDM Wch down type material over. 2).An eiactrkw wait eta be approved by a qualified Undenwper. IN or less Od 110d 6*0* 12'field 13).All sill Oates and wood In contact with concrete to be pressure treated.$01 plates to 3).Instal Smoke detectors and Carbon Monoxide detectors throughout as per seclion R317 1 (1)Nailing requirements arelbasid--on-w-all sheathing nailed 6"ori-center at the panel edge. Alternate nailing schedules shall be bstWW with a loam all gasket and cop telmh shield or approved aqua, of N.Y.S.Residential Cavoruftn Code. be used where wall eaheahrO nalling Is reduced. For example,if wall she*Ing is nailed 3 inches on-center at the panel edge a to obtain hWw shear cWV801ties,nailing requirements for shftnl members shall be doubled,Or aftemate Connoclors shall be used to'maintain bad CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2)For wall sheathing withi 1 4 feet of the cornem,the four foot edge zone attachment requirements shall be used. (3)Tabulated 12 ft o.c.nail spactrig'assumes wall sheafft attached to Stud framing members with 0.42<G<0.49. I Winter Ice Barrier !Flood Hazard (4) For roof sheathing WfthI6 4 feet of the petirrieter edge of the f,Including 4 feet on of the 4 foot Ground Snow Wind Seismic Weatherl[N: Frost Line Termite, y roo rig each side roof peak ff* Load Speed Depth Design Underlayment I perimeter zone attachment*uIremerits shall be used. Temp. Renuired (5)Tabulated 12 Inch o.c.niii spacing`assumes roof sheathing attached to rafter I truss framing members With G>0A9.For 41 25 psf140 mph B Severe 36 in. SI' to 15°F Yes Moderate framing members with<0.4 <G<0.49,to nail spacishall be reduced to e Inches a.c. to Her ng vy Moderate (6)Forvft speeds greater i than 130 mph,Noddng Is required which transfers shear bad to two additional rafters(3 rafters in total). 1684 (7)For exterior panel siding,lgalvanized box nails Shall be permilted to be substituted far common nails, SSIG 1 1 memo 1 ION FOR OP Nii� GSI''i1�C�-BCyF�i`�L�. DEBRIS Pi�OT' � FOR NALL OPENI N6 PROTECTION OF 120 MPH 5-5ECOND V4I ND &U5T� ( MAXI MUM MEAN ROOF IFI&HT: 551 24,mom CME Of Rocir t i MET. I3Rlf 2" TOP LAP > Arm 4• TOP LAP SHUTTER AS S E B LY t � . �� ,��7 �,. - I . ch ` WW�OODJ FOR PANEL SPANS: O < 4'0 WIDE SPAN I *'' .,�, i i .: 23/32" (3/49 APA SPAN-RATED 48/24 SHEATHIN& &R-AVE PLYWOOD 1 �' �: �/�• NARtt 5) (OVERLAP AROUND OPENINGS 411) METAL) � A5°�EMBLYt "AIL- t l' ATTAOHIN& STRJGTURAL PANEL: FASTEN TO BUILDING w/ 3TA t Jt 97WP olOx3" (w/ INASHERS) 6ALVINIZED OR STAINLESS STEEL ( { c�eGc��a o+` 10`1000 SCREW 0 18" O.G. � S�i4NGl�1�11I�Rt�f) ALTERNATIVE FASTENER FOR SHUTTER TO BUILDINISt lO TEE NUTS A7TAGNlrf� TO 3L1�6. wNt l #10x1-1/2 ( hV 45HER5} 5ia� rRs cou++�st WfTli FULL 5MP MACHINE BOLT ® 12" O.G. �,'. 1 START THIRD CCVK5E START ScoNa tTRW 5TH12MtNl PiRST i 5tR fl14U51T� r t PASTSNM '.RML, 138 UK 22 GAUG13 S1�ANW GA3.YA2� NA" 1r/ int. 9/8' MA. MAP vt TYPICAL MPHALT ROOF SlUNGLE RETAIL J 1 * 4- 11 � 4) t t 1 LTIPLE SECTION ASSEMBLY: ! •� V ' 1 t 1/4" THICK BOLTS ® .2` OG . 11 It a � i t1 tt t q €`► � : t lot 4- Ole -1 it UJI 1 I l t t t Y VOUSLt: ROOF VHMT RING 1 +r 'K ''f GOMidOu 'fOp PLATS 14IULW PM CQGE-Tti 1 I I I I t l irAFTE� DOMEDOMETVP !'LP.T SHUTTER �e►SS B L>.Y 1 1 I I I I a it=rub e&9APT� .... .�,..... FOR PANEL. 5PAN5:4` OR WIDER SPAN 23/32" APA SPAN-RATED 48/24 5HEATHIN6 6RADE PLYW0017 (OVERLAP AROUND OPENIN65 4") a fit t I AWtHOR V 2x4 STRONtS-BA(:,Ks e 2411 OG .� •' 9141 AIZ WALL U SLOCKM 824FA 04 11 li ASSEMBLY: ! IsTum COUTNUOU4 1). PREASSEMBLE PLY 04000 TO 2x4`9; 4 l©x3" (w/ WAA��HER9) 6ALVINIZED Ott TO 50Le 10LATL STAINLESS STEEL WOOD SCREW a 12" O.G. 2}. ATTACHING STRUGTU!'tAL PANEL; FASTEN TO BUILDIN6 wt [lit: :A1lt W1AEii41lJ1t l+6 ceib a : r- rig#l3CKt�t6 0#'i�.1t�'t�. " t2APT"M 4 4 10 itJ•oQ DIA!'u�A6I4 1 6 5 PIOx5" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL 24 114la ®u+ ea .0,G.PIROVIM WOOL? SCREW +�► 18" O.G. VALE 5€d�AT1d€�€o ' ALTERNATIVE FASTENER FOR 5F l3TTL`lR TO 3U1L.D1N6: i �r��+�€ X AND PAA&G Frit? tox o•ttl.ttA1�E 14A€LL-D r�It COOL" 010 TEE NUTS ATTACHED :TO MDG. w/ *1Ox1-I/2 40. u�a . MACHINE BOLT 0 12" O.G. is WINDOWSa� uAustu4 AAS HIGH WIND RAKE t,L1t �T tEV we t.DottoUr4 `"'LAZpwl) OPENING SALL004 FRA14e PROTECTION 15 REQUIRED FOR ALL &LAZED AREAS. IN ACGORDANGE WITH LAR6E MISSILE TEST OF ASTM E Iclgb AND OF ASTM 1866. CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOWS. PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED. FASTENERS TO TO ALIGN WITH WINDOW JACK POSTS t SILL PLATE. 4 PANELS TO BE MAINTAINED ON SHE � LABEL LOCATIONS ON EACH PANEL. ..... t3� 16,94 A��FESS10Ik ON. 'Do 0) 4- ............ 49 ----------- z z In .................... fj IP 40 7 ! ! ------------- I r .......... LQ ........... AA VA 20�4L-*rr �l I!Oft 14, L LLi L:.1 FE Sl _�__,_.,..._.__�.-�...�............_......._..,.._ .._..,�..,..._.._.,,.............,..._,..._.�.,,.�•...�.—�.r,....._,..,.�.....,.�..._....,........A ._..._ .._..,.rw...,......,�..._..._.._......_..��.._-____._-,..�..,.......:...,�,....,......_....,. ...,..M._._.,__....._,.,,,.;.�....�,,,,_«...,:...�.,.,�..,,...�,.�.�:.._.,,•_r.�,.,..........,��..�....__...,..r...r..�_,..,..,,.�......r,..�....v,�,..�.,,._,.v,._...�.....�,.._.............�.�_._.�_„_._._.rr...,...�...o,_..._�.....�._. __�r...a....w.....,.....-�...,_�._.....�.�.....�._.... ...._.....Y..r. F� r L 1 f - 40 } i e..-....�...�.�..�,.....,_.....,.,.W ,.,m.....-,»......._..-..-. ..,..-...�,,.'.....,.. ..,.,.. ..._eea,a _.. ,,,..�r:,._...wti,a.. Td.n+.. .:w.•<r......,..,. <�i.. .nz,,.{,A,.s ....u:>.....,.........x->..,a..w.�.�,•,.:.x„h.,..,.,a.,....,.,. �. �, � i ; � - Eil cr QON .�., W .w , RAW ' � r...,.w_...-..-r+r.rr«�....-.-_.....1..a....rte__,,._.-..,.............. _..r. _. ��f • e ti-: 17 .�.�J..�I «... ...r.� ' w _.wwrT L ,a_ �-�.. � *rrr .� T aM.� { � f .��i Jr .. ..... ♦�. _��'R� • 's .....�...__._.__....._-_.__ �� % 1st+' � 20�•�? z .................. .......... . .. ........ 411 A- 71 LY L Vs, ]A 14"x T-0 v-4 .............. --- ------ z T2, Ali fZ X 0 IM JIM ww qfo 4!e, V) 777- 140 AP IV 6 TO -F ro t ii 2XS Loll �ov tR ._ -P-�u po finPIT a7 Pa lqi�7 A'a C4 N, 4 im 1%P4 X 31N yija 5( lit AR.-t '0 0 41� lei fE 0 Of . AL." -4 ?L4 T 141 Ys 5. ILI ti Lr Mi' Lip VIZA4 WtV6L Tw 2-404& 5T" 9 ICY , 7-Q 1w ff TW zf�sf. 0 49 416 -7o J, ............... ......... Z ............. 7. tam • lz'x--� 0 '; 'Cst TIP El r—T ui 4t.......... ...... 74p 0 7 Z4, . All kN111 I WDbW 15 ro E�F Hukt,�A 0 0!o t4r,-.i r,4 PT ....................... .......... 34r F1111 S1 • Ag 4 W : C ~ , t E i .of/ 1 � � .410" r • ... TW.04-1 2_1�76 T14 2104 LO 40 C rl 44 k N x 4 T F } w i ;�S ,f/° ' �t Y �{��j� � �.y � 1 � � � [��/'y+y ..�xy i �.• + y�{ �I ! �. V� J � �. t. J�(j,�h'�/F L i �±�+� 1 .�" tl�'lhf/�e� JW �� .2� is t i _ .Y F v.,I `.� ;�i+- N to V �) i. /� R V ' 40 op 0 n 411 �- � j LI 4> 51*xrzgp� ISS Cdr- PV1 3 } - tv- _ 3 TO Vw ti 41 t ; 4 zf'o 41W Ti44(o ' r-: ! to: TW 4 0 , to a 9_ � �-v,x.,t.,m+r..e»„+-_r.•e.,..m>^�-^mT�-s.r+n-,wwv.�,. w+vrmv..>"ae�...�..,•vr..war+.krauwa.m4vv�.n._.MYW,w..r. ..., Y'.. . A.,F,.tr^`�+.».Mnr:�..�e..w:Aw...s+.--+y.,k'!r.nw..^n...+r._..1.xv.-...,.__.,.w-_..w„n...-».o.,....v,..x,w>,.a-w..."..-....:•n.e.w.✓x.wr.rw..•......�..en.�w.........,w..._r_...r.�.,.....+,.n...w.n•....aw....aw.:.v+..rn"-...._..-.._......,....._....__. nam ` �._„ G :;+4 �.4 �... •. .FMt �� JJJ , 71 i" r�FLSS�� 4. _ ........_..,.:...... . .•. .._ :x....:,,::.. _ w_._.._._. .__..,.._ w ......._..._._.._.:..... ..__._._........................ ..............._...... ..... .. . .. � -....._.............. _ ......,-._. _----------_ .......: .....-..._...,.,-.:..r..,.,............,.,.,. ,.....,.,. _ r ..... �� _ w . . _ . �. � .� . �,. �..r.,,,...,..._„ .., ....M ...... ....._.._. ,__.,...__. .,._.�__�.._.,..� __.. . .�.,..w .. ��._,_,�., ........ _� .. .w..___�,�.y .__,�.._ ..._�.._ _ ..,.....,.. ..,_.,... ...-....,........ _ ..._ ,.. � _� 7Cr, t-L7 r t 441 is, 17 2•�J'• /� O �, n-- P7' — ................... T- t _ - - --- isc Ao CfL em 4 1 t n. �. .. -. !O-DC _.• �• / {I '_t` i :,.r A (moi dt } { 1 ase wl -2� � l» t '! . il ,• � is . ` 02—Pr TJ 12otD till `' Ski Cps : AO f�t i i t I b �. � � — '` +'-� �f "' - � �� •� tai �ZX i e7 - . 1011ei.1v#c'_ � � � i 9 + � t• .� CO tn t t , - . - � 2 X �.v� _ _ �. __W.ti... �. �._._._w_v_...__. ......_ at y 2�C$f r P—) �. is t 'TCA,45 RMA I •.� t .... ..,. R .ter i 3-• 175 X 4,5 LVL_ F [ Oic 5 Pr Pi ON f/'+1 >x� " i I'�'r `\ "''w � f ems••••.•----- ..... .. . { r to 1 j�tt i �;' it _ rt 1, , 11 �� 1� tt 1' fit �. D CP i I t s t PSI' F `- fes{ I I .. ..... ....... •.. ,.....-..........,..,. .w� �•-� + a' j��+ •- L_..." .�.L \. ..�.,....-...�,._.......r.a.. �_.. .•�,`J *�• _ .�i._ ...i.__...._•..__. .. ..- .,._.. ..._..•.«...`Y.._ .. `. - E 1 ! U -•a � �' t„j �7•L 1J SI { C +mom powrzo 00 W7JC.Ei"��L+ # �~ �7li l• i�IA�` i �. { I Ar ! s Y j \ �a ; !-- �, �L.�1 ,!",+•/+ SF e1�''�E^�', `tey #�!d_j 1►`s �. Yi Y .w.wawa.�r • 1` it N X lb tl 1 l ecs� /! "Ti tl 7ji n (; �CP' �:ti' tt ��/�tt .. n„ O. r•. 'a _ 0. f /� .. .. FOUIQ DWI D W PIALI _dT. X:; !14 t M E � L,j 1 �t 1�c�th1 SGH>✓t�U L1 I�1��o� CL.F...AF�"4PJ�1 iCa �LA�.A�1= �ft✓1`!1`Aiz�A �U-- �1�.I�O.hI ..: - - A T-9510 7.:-58 137 7.0 I P� TWW-410 5,44 C),7 .47 14 ,21 " r G rW 2 4-w �5 . 1 15.07 1 zo AY V3 f x114�50(02- 7. 93 14,CP t Zo,OF� , � 1= P . .. �--- ,02 ---- 3 -5/4"X14 P'��..•" . 1..1171-1 1�t bar I�ST' P't� � M111 � �� 1,�1�� ,� RA 4 cva so 4CM 2'7,,49- 4o.-71 4-7.Z t 1 UC.s vl✓l�T' v -, 12, 0 mfg " GDX T�YWCCr> SPEs,T» tN1 <A � C:3 2- 1 rZ)L•'f,� >E L`r J Ak2S1 I . 2 t. "?, 1G L7'Ct 169r5-L D r(-)55 24"R SOP R0�P t`4,V5 L T14 X10 x, 17 t► , 1-7 �120 m AN221 6. - TN 21 C1 C? 1 1 o f4 5. 1 nS,Q7 ZED . C) FLAH 31 Cott 1 (0.'72 \1 f5i.r. 0 HAN C4 40 ` N dry ;A r_.L Wr abnW-S ro t5P- AN'DPM-E�eK 40o 5Mte��> 1 g - 4°! ! NSULAT-1a�,l { 2 6YP:5U M 50&R D TAP ' C k- i(I AL L _ • 0% 1/7" Cbx PLYWc7ci> � �51DING ' '� ( F L. [ ►D1'�/X 117 . P rY e4 1/?—" 44f P'6U M e 12 --�:..... �f�-4 1 M15UL4F10 kl- 61 LL 6S&I . 17"� I �L t, ) IOU VENTED + 1 rJ ! 230 117f' ,"�� ' Q.` x.21 ►id' i C 1 O + ,` iINd1 �t i► ; 5� ANCHOR L1-S 2-5 O,G. IW a FT 1-WD 2"O�1~� -� ► fi GKl1►.tu Z9 D. G , 11J I WTERI aR ZoU E .2- x 11 '1 �. L. L -- T l r l f l to .ra. QY 1© C�`1<.� l Eo"aC- �'I PDU R�D C014 C R i �L 1 1.-la'i S1";z�p't.4 2"13, 'kl t��' ,�t � , - r• I + •- $ ,IX 1'-d'`PG F=OQr-1 W U W 1TN I 1W( ) 'J�Mk Ill G •� � 1 2.34) 1i7i� �� gray+t�,v . T 1ltoF� -3oltsutAiQ�4 -- �°Gtr P13 A !2" 1 u" 1 � I FDA,-� A, 4P fr, 7zQ No FI, 4101 + JK f 111 .... .. ;,Y4 � �\ JJ,.....'`p«««p000,, '.,Qac pqp C R..;}}r .r-<.¢i •! //ii �r_ ti 1684 570 : ..4 pRQFE �N�S. w...o :. .w.,,..,h,n ...,...w.........,...-......•.�w..--.n.....�..........................«......,•,.�......_......_.....,........,..w..,:-...d:..»...an.,�».........,•,«:- ._..,.s..-.+......-..+.....,.,...A......«•...» �_.->.,.,._._,.......-,....-...-.,.�.-...i..:.«.-.....,....,...,....-.,.... - _-_...._w-.......,.....,..-,.._.....».,..,_._...,.. ..36.�....._........-......_....-._.._.._....._...._.,._.............,__..-.......,..........,.,..................,..,,....,...,.......................,_.........-,....r.V..:.......-.._.-........_. ., .,....,._...,..,....._..._»-..........,......-..,....,..........-..,_..-...................,....�.�.._.......»..........�...,... °.. . .....__..w.._�.....�....-. . ' VST "I"4ea1 rw�- x'11 �1►�G�"�'S�'�. ..gmt-.. , I. i LosOyu ! �� tftt VL l l !! n ttI f CD (ILI k �� tt fs � � � 5'�I� • � i 1 s SAM=PLU f-1 , 3 I t A far srz Ito F I F7 a T" MDT 1� ,1 -'' A �1Li I7 3t�.i (` SJ , f�P.C. 4 CD �! � � ; " t � R { l lb fN . . . ZL .. tt� #�r1. S..VI.. 2- ,fa2 5'tW -5p iNsoL&TioNL . 3 ty'�- -----.----- 0 'y Own: ly 77 .�a.�.,,x.. kF A i� 0 SA rJ ' . .... FESS© r7olr- f 3 • i