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49003-Z
hoy��oF SOUTyo�o Town of Southold * * P.O. Box 1179 io 53095 Main Rd coumvt Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45760 Date: 11/19/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Properly: 1335 Green Hill Ln Greenport, NY 11944 . Sec/Block/Lot: 33.-2-26 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/31/2022 Pursuant to which Building Permit No. 49003 and dated: 03/09/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement (no bedrooms in basement), covered entry, rear deck and rear stoop as applied for. The certificate is issued to: Georgia Pantelides ,Louis Deleo Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1538 10/28/2024 ELECTRICAL CERTIFICATE: 49003 09/19/2024 PLUMBERS CERTIFICATION: Muley Inc 11/15/2024 A th riz d Signature ��o�SufFQj1r TOWN OF SOUTHOLD BUILDING DEPARTMENT y x 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#: 49003 Date: 3/9/2023 Permission is hereby granted to: Levendis, Lillian 35-03 28th Ave Astoria, NY 11103 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 1335 Green Hill Ln, Greenport SCTM # 473889 Sec/Block/Lot# 33.-2-26 Pursuant to application dated 10/31/2022 and approved by the Building Inspector. To expire on 917/2024. Fees: G SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $884.80 CO-NEW DWELLING $50.00 Total: $934.80 Building Inspector Town Hall Annex 54375 Main Road Telephone(631)765-1802 P.O.Box 1179 Southold,NY 11971-0959 co W- C E W L E . NOV 1 5 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /-S'-/ Building Permit No.—4q 0 0,; Owner: -114LL- 6-c' (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Sworn to before me this day of-A(Dy P -24 -7 dfflb�C, 20 ;9:�/ Notary Public, 4 County Danielle L.Carter Notary Pubk,,st8te of Now York 011CA618%79 Qualified In Suffolk County Commission ExPlres APrII 21,202$ �o�uFFoc, � Town Hall Annex ��O �y�►`� Telephone (631) 765-1802 54375 Main Road ..c , P. O. Box 1179 coo Southold, NY 11971-0959 D LS " n BUILDING DEPARTMENT , V • TOWN OF SOUTHOLD AUG 2 9 2024 BUILDING DF T. CERTIFICATION TONvN OF SOUTRL}I::-� '- Dp4V JT —rat �7f ate: Building Permit No. Z�j C?O Owner: L�U (Please print) I Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. J (Plumbers Signature) Sworn to before me this c71 �✓ l day of 14(A 20_�T l�1 f " ' NNIE D.Notary Public,State of New NCH No.0 1 BU6185Qua050 York rr commission Expied in Suffolk County res ires April14, 2 Notary Public, County 1 \\pf SO!/T�ol 0 Town Hall Annex Telephone(631)765-1802 54375.Main Road P.O.Box 1179 G Southold,NY 11971-0959 .c`OI�C sean.devlinCc�town.Southold.ny.us AUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Georgia Pantelides Address: 1335 Green Hill Ln city:Greenport st: NY zip: 11944 Building Permit#: 49003 Section: 33 Block: 2 Lot: 26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: REP Electric License No: 46288ME SITE DETAILS Office Use Only Residential X Indoor X Crawl X Service X Commerical Outdoor X 1 st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 27 Ceiling Fixtures 2 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 5 Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 46 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Pq Emergency Strobe Heat Detectors Disconnect Switches 26 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, DW, Oven, Hood, Micro, 200A Metermain Panel 8 Circuit/ 0 Used, 200A Panel 40 Circuit/28 Used (16) 115Arc (3)120Combo (1)120GF1 Breakers Notes: Two Story w/ Crawl Space Inspector Signature: Date: September 19, 2024 S.Devlin-Cert Electrical Compliance Form Copy OP SOUTyOIo 4 q co :3� 1. P, Ce-ev? Ad TOWN OF SOUTHOLD BUILDING DEPT., 10ou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ` [ ]` FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANTRENETRATION. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: rjetil--1 _- DATE ��S' INSPECTOR OE SOUIh°� f # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 �Vv�, INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] p UNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: PAIV ra Ctmg l� dy,7> ((Y- 5 0y- DATE INSPECTO OF SOUI,�°lo # # TOWN OF SO.UTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] NSULATION/CAULKING [ ] FRAMING /STRAPPING [V FINAL ND [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: @flOv►q✓ n �C L Ir�'v S vv - v6 - S f DATEg INSPECTOR r S U t1 C Dntl 1, ter- -fl AAAAA , 0SOGTyO� qq 00 3 l e3 V 5 # TOWN OF SOUTHOLD BUILDING DEPT. o �a� 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . [ ] INSULATION/CAULKING- [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) f1(] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ko g Ser(>L 6-e, Ae to( ICJ 2 �`.r oil AA/lc-t, t4(APIAVY o�c,���}s nP. CS 6'GL pto le-c f x neeJ ocf)P. ai rr,V-- fog- was hem� ��'GI rafec-�i Coti�i vki cro reel C ftofechqot-i x Fr F T, ►'`o �G ✓ KJC-�" (i k'%5 flee6t A FCj00 ro vGfrn� - 04-5k - neeA5 A re,u: 4-ec4iov-L veta 3-FT aee,& W P, p c,,-.ti-e.+ r-v oase DATE INSPECTOR A 44V o�agfso yO �{,cow �33 Grzev�►%ti��C �N - # TOWN .OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECT[ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ]. INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION �' >] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS:6" !sf Fj 40 WAIA�" 10*4 bfA ki _ Pia,-�. ar►�l F! s G �-Df2C-�r ate, � . WaMac mc—uo A 6AA Alp rawC �.c-� •��eo� �F �fecf`©� DATE 9.71 A INSPECTOR OFSOUTyO� �j 003 -1 335 Grezr,v(A L( I-OJ * # TOWN OF SOUTHOLD BUILDING DEPT. Coulm, 631-765-1802 INSPECTION - I FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL j ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: AuAdtu o -o+5 need &jrl pde o^ WcLes6r' vWtd AV- o wA6 nteA5 GFT. Fd�ec Q IOw�i vI ci �s ✓L� S �1jo��i,� . nveA bi ol� ; DATE INSPECTOR OF SOUTyO� 00 # # TOWN OF SOUTHOLD BUILDING DEPT. coul, 631-765-1802 INSPECTION ] FOUNDATION 1 ST/ REBAR [ ] 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: 0 �✓ C//c DATE 9 q INSPECTOR oe so h� o # # _ TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL�P/.0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ldc/i 6- A 4�pz, c_) K�n DATE l°� INSPECTO q� 0()� DAVID TURNER ARCHITECT, P. C . 3-29-24 Southold Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, New York 11971 Re: 1335 Green Hill Lane, Greenport CERTIFICATION LETTER The Plumbing roughing for the residence has been completed and complies with 2020 Residential Building Code. Si ftED AFDC David Turner RA 16162 Q�GPy�o H T x•.: T4 N0. 1616`L TE 4 N 0 V - 8 2024 - i ft.. 366 WEST 30TH STREET, FIRST FLOOR • NEW' YORK, N.Y. • 10001 PHONE: (212) 594-0840 DAVID TURNER ARCHITECT, P. C . 5-7-23 Southold Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, New York 11971 Re: 1235 Island View, Greenport, NY CERTIFICATION LETTER The Spray-on Foam Insulation is now completed and complies with the approved & permitted plans & 2020 Residential Building Code. �ncer y, avid Turner RA 16162 366 WEST 30TH STREET, FIRST FLOOR NEW YORK, N.Y. 10001 PHONE: (212) 594-0840 DAVID 'TURNER ARCHITECT, P. C . 4-18-23 ' Southold'Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, New York 11971 Re: 1335 Green Hill Lane, Grcenport CER'1'1FICATI0N LET TER The foundation and waterproofing for the residence has been completed and complies with 2020 Residential Building Codc. 4inc David Turner ILA 16162 366 WEST 30'1*11 STREET, FIRST FLOOR • NEW YORK, N.T. • 10001 PHONE: (212) 594-0840 *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating& cooling load calculations(Manual-J), equipment selection (Manual-S), and duct design (Manual-D)supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house,quality of insulation,quality of duct sealing, &air infiltration. Please do not exceed more than 15%of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure(ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 u B,uil`d!i`ng Envelop p:ort. . 20184IECC as;"amens ed`by,the 202OiNew'York`StateiSyppl_ement,secfions:R402.41'.i{andA403 3 4 Address of Test I335�Green HdhL`n,GreenportNY`11944':� 'Pest Date 9/0/2024 Building Permit# ,Corripliance'Pathway Performance ! , 1 , I Test Complete Chr d.by istopher Silv a{ , R ESiIET Rater ID# 4150294; Home.Energy Solutions;, NAtTE ID'# J. 187 EastfMam Street ICC ID.# ' < Hunhngton,�NY-�11�743 BPI'# 63,'1 673`--:0664 „ Building Envel`one--Tiglitness im ;Volume,Calculations:: + Check if Floor Area- Volume :°{ ❑�condiiionedabasement Basement ❑Co Miiione&Crawl'Space in 19601. -8640"� fRsealedk. Attic `*The,,,condliipqeoj1,f1oor area of-.dwelling:.(is calculated'im 3`d 'accordance with ANSI,Z765,.except that.conditioned floor, , : ' Attic. 6720 !r ncludes are s where the;ceiling height is lessrthan'S,, Total Volume `15360F ft , CFM'@5,0°'pa i 751 ; Air changes/hr@50 2:93; Code Compliance Pass Duct T shtness: Post Constemctfd + ,est-Totals Duct Leakage,,. ''Duct Location F FloorAiea Leakage.' CFMa@ 25pa '„ CFM/100 Ift CFA'`, Code Compliance System Z Duct'Location Floor Area 1 Leakage: CFIVIr.:@ 25pa ti CFM'l�100 0 CFA r Code'.Compliance s System 3 i •Ductiocation Leakage CFM @ 25pa ; CF*1'OO ft?CFA Code,Compliance 1 ? r , 0, g ., , AIl`building,envelo eti htness Fias+been venfiedf ind conducted;inraccordance with48NMICC'.380 ASTMeE779:or ASTM E1827;aSI "`' re ui're'&b 20 •IECC�'as•amended�b xthe 2020�Neoa York State Su lement-�'section'''R402 412 The-buildiri duct:and` lenum� q Yt Y pP, g s stem has been,verifietl a5 re aired b the 2018,IECG as amended b 2020 New�York State Su Iement-SectlonA403:3 4 Y Q Y� _ Y' pp p ' Sf nature r ate g , 9/,9/2024, Christophe Siivia,�Honie Ener s r gyr'Soluhon ' j 1 ' 1-I @ M E E N E RO Y Load Short Form Job: 1335 Green Hill Lane SOLUTIONS Date: September 10,2024 ENTIRE HOUSE By: Rodolfo Gomez Home Energy Solutions Inc. 187 E.Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:http://www.home-onergysolutions.corn/ Project • • For: 1335 Green HIII Lane,Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(grflb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure. 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) HP 1 -ZONE-1 615 11773 7995 594 642 HP 1 -ZONE 2 198 3267 2260 424 383 HP 1 -ZONE 3 147 2349 1810 424 383 HP 1 -ZONE 4 383 2929 1524 424 383 ENTIRE HOUSE 1343 20319 12430 1866 1791 Other equip loads 5157 725 Equip. @ 1.00 RSM 13155 Latent cooling 2173 TOTALS 1343 25476 15328 I 1866 I 1791 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` wriglhtsoft" 2024-Sep-1014:15:49 �.. .,,... .. Right-Suite®Universal 2023 23.0.05 RSU26249 Page 1 ...Green HIII LaneW35 Green Hill Lane ManJS.rup Cale=MJ8 House Front faces: E H@M E E N E RG Y Load Short Form Job: 1335 Green Hill Lane SOLUTIONS Date: September 10,2024 HP 1 - ZONE 1 By: Rodolfo Gomez Home Energy Solutions Inc. 187 E.Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdiamay3@gmail.com Web:httpl/www.home-energysolutions.00m! Project • • For: 1335 Green Hill Lane, Greenport, NY 11944 Design • • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(grAb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Fujitsu Make Fujitsu Trade FUJITSU Trade FUJITSU Model AOU45RLXFZ Cond AOU45RLXFZ AHRI ref 8908617 Coil ASUH24LPAS AHRI ref 8908617 Efficiency 9.2 HSPF2 Efficiency 10.5 EER2,20 SEER2 Heating input Sensible cooling 31500 Btuh Heating output 48000 Btuh @ 47°F Latent cooling 13500 Btuh Temperature rise 74 OF Total cooling 45000 Btuh Actual air flow 594 cfm Actual air flow 642 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.080 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 Capacitybalance point=-5 OF ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) KITCHEN+LIVING 552 11057 7808 558 627 MUD 63 716 186 36 15 HP 1 -ZONE 1 615 11773 7995 594 642 Other equip loads 2539 869 Equip.@ 1.00 RSM 8864 Latent cooling 1908 TOTALS I 615 I 14312 I 10772 I 594 I 642 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. . . wrightsoW, 2024Sep-1014:15:49 +.. ,.,w• �,...�, ,,- Rig ht-Suite®Unlv areal 202323.0.05 RSU26249 Page Green Hill Lane11335 Green Hill Lane ManJS.rup Calc=MJ8 House Front faces: E H @ M L E N E RG Y Load Short Form Job: 1335 Green Hill Lane SOLUTIONS Date: September 10,2024 HP 1 - ZONE 2 By: Rodolfo Gomez Home Energy Solutions Inc. 187 E.Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:http9/wm.home-energysolutions.comf Project • o • For: 1335 Green Hill Lane,Greenport, NY 11944 Design Information Htg Cig Infiltration Outside db(OF) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(grflb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Fujitsu Make Fujitsu Trade FUJITSU Trade FUJITSU Model AOU45RLXFZ Cond AOU45RLXFZ AHRI ref 8908617 Coil ASUH07LPAS AHRI ref 8908617 Efficiency 9.2 HSPF2 Efficiency 10.5 EER2,20 SEER2 Heating input Sensible cooling 31500 Btuh Heating output 48000 Btuh @ 47°F Latent cooling 13500 Btuh Temperature rise 103 OF Total cooling 45000 Btuh Actual air flow 424 cfm Actual air flow 383 cfm Air flow factor 0.130 cfm/Btuh Air flow factor 0.169 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.86 Capacitybalance point=-19 OF ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BATH 1 45 611 532 79 90 BEDROOM 1 153 2657 1728 345 293 HP 1 -ZONE 2 198 3267 2260 424 383 Other equip loads 666 606 Equip.@ 1.00 RSM 2866 Latent cooling 483 TOTALS I 198 I 3933 I 3349 I 424 I 383 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ., 11 rightsoft" 2024-Sep-1014:15:49 � ,,..•, .,,...� ,. , Right-Suite®Universal 2023 23.0.05 RSU26249 Page kd! ...Green HIII Lane\1335 Green HIII Lane ManJS.rup Calc=MJ8 House Front faces: E H S M E ENERGY Load Short Form Job: 1335 Green Hill Lane SOLUTIONS Date: September 10,2024 HP 1 - ZONE 3 By: Rodolfo Gomez Home Energy Solutions Inc. 187 E.Main Street,Huntington,NY 11743 Phone:631-673-0664 Emall:gdlamay3@gmail.com Web:httpJhvww.home-energysolutions.com/ Project • • For: 1335 Green Hill Lane, Greenport, NY 11944 Design Information Htg Clg Infiltration Outside db(OF) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gdlb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Fujitsu Make Fujitsu Trade FUJITSU Trade FUJITSU Model AOU45RLXFZ Cond AOU45RLXFZ AHRI ref 8908617 Coil ASUH07LPAS AHRI ref 8908617 Efficiency 9.2 HSPF2 Efficiency 10.5 EER2,20 SEER2 Heating input Sensible cooling 31500 Btuh Heating output 48000 Btuh @47°F Latent cooling 13500 Btuh Temperature rise 103 OF Total cooling 45000 Btuh Actual air flow 424 cfm Actual air flow 383 cfm Air flow factor 0.180 cfm/Btuh Air flow factor 0.212 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.84 Capacitybalancepoint=-21 OF ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BEDROOM 2 147 2349 1810 424 383 HP 1 -ZONE 3 147 2349 1810 424 383 Other equip loads 630 601 Equip.@ 1.00 RSM 2410 Latent cooling 455 TOTALS 147 2979 2866 424 I 383 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoW, 2024Sep•1014:15:49 �. .,,:,•,+w,..,.+. .,< , Rlght-Suite®Universal 2023 23.0.05 RSU26249 Page 14M ...Green Hill Lane11335 Green Hill Lane ManJS.rup Cato=MJ8 House Front faces: E I-I S M E ENERGY Load Short Form Job: 1335 Green Hill Lane S 0 L U T l 0 to S Date: September 10,2024 �� HP 1 - ZONE 4 By: Rodolfo Gomez Home Energy Solutions Inc. 187 E.Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:httpJhvww.home-energysolutions.com/ Project • • • For: 1335 Green Hill Lane, Greenport,NY 11944 Design Information Htg Clg Infiltration Outside db.(°F) 8 84 Method Simplified Inside db('F) 72 75 Construction quality Tight Design TD('F) 64 9 Fireplaces 0 Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/Ib) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Fujitsu Make Fujitsu Trade FUJITSU Trade FUJITSU Model AOU45RLXFZ Cond AOU45RLXFZ AHRI ref 8908617 Coil ASUH07LPAS AHRI ref 8908617 Efficiency 9.2 HSPF2 Efficiency 10.5 EER2,20 SEER2 Heating input Sensible cooling 31500 Btuh Heating output 48000 Btuh @47°F Latent cooling 13500 Btuh Temperature rise 103 OF Total cooling 45000 Btuh Actual air flow 424 cfm Actual air flow 383 cfm Air flow factor 0.145 cfm/Btuh Air flow factor 0.251 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.73 Capacitybalance point=-18 OF ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (fr?) (Btuh) (Btuh) (cfm) (cfm) HALL 109 690 187 100 47 M.BATH 47 254 75 37 19 M.BEDROOM 228 1985 1262 287 317 HP 1 -ZONE 4 383 2929 1524 424 383 Other equip loads 1323 698 Equip. @ 1.00 RSM 2222 Latent cooling 813 TOTALS 1 383 1 4252 1 3034 1 424 1 383 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. �- wrightsoft- 2024-Sep-1014:15:49 Right-Su Re®Universal202323.0.05 RSU26249 Page Green Hill Lane11335 Green Hill Lane ManJS.rup Cato=MJ8 House Front faces: E HSIVI t; ENE RG Y Manual S Compliance Report Job: 1335 Green Hill Lane SOLUTIONS Date: September 10,2024 HP 9 - ZONE 1 By: Rodolfo Gomez Home Energy Solutions Inc. 187 E.Main Street,Huntington,NY 11743 Phone:631-673-0664 Emall:gdlamay3@gmail.com Web:http://www.home-energysolutions.com/ Project • • • For: 1335 Green Hill Lane,Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.0'F Sensible gain: 8864 Btuh Entering coil DB: 76.3°F Outdoor design WB: 71.2°F Latent gain: 1908 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 10772 Btuh Indoor RH: 50% Estimated airflow: 642 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Fujitsu Model: AOU45RLXFZ+ASUH24LPAS Actual airflow: 642 cfm Sensible capacity: 15900 Btuh 179%of load Latent capacity: 7900 Btuh 414%of load Total capacity: 23800 Btuh 221%of load SHR: 67% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 14312 Btuh Entering coil DB: 68.0°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer:. Fujitsu Model: AOU45RLXFZ+ASUH24LPAS Actual airflow: 594 cfm Output capacity: 17400 Btuh 122%of load Capacity balance: -5 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements of ACCA Manual S. ti wr ightsOf$ 2024-Sep-1014:15:49 •�.�•,,•.�....� .�... Right-Suite@ Universal 2023 23.0.05 RSU26249 Page 1 Arcs ...Green Hill Lane11335 Green Hill Lane ManJS.rup Cale=MJ8 House Front faces: E 1-1®M L r:N E It Y Manual S Compliance Report Job: 1336 Green Hill Lane SOLUTIONS Date: September 10,2024 HP 1 - ZONE 2 By: Rodolfo Gomez Home Energy Solutions Inc. 187 E.Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:httpJAmw.home-energysolugons.com/ Project • • For: 1335 Green Hill Lane, Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 2866 Btuh Entering coil DB: 76.5°F Outdoor design WB: 71.2°F Latent gain: 483 Btuh Entering coil WB: 63.2'F Indoor design DB: 75.0°F Total gain: 3349 Btuh Indoor RH: 50% Estimated airflow: 383 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split,ASHP Manufacturer: Fujitsu Model: AOU45RLXFZ+ASUH07LPAS Actual airflow: 383 cfm Sensible capacity: 5400 Btuh 188%of load Latent capacity: 1600 Btuh 331%of load Total capacity: 7000 Btuh 209%of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 3933 Btuh Entering coil DB: 70.5'F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Fujitsu Model: AOU45RLXFZ+ASUH07LPAS Actual airflow: 424 cfm Output capacity: 5100 Btuh 130%of load Capacity balance: -19 °F Supplemental heat required: 0 Btuh Economic balance: -99 °F Meets all requirements of ACCA Manual S. - - ►n►rightsmf , 2024-Sep-1014:15:49 Rig ht-Suite®Universa1202323.0.05 RSU26249 Page Green Hill LanO335 Green Hill Lane MenJs.rup Calc=MA House Front faces: E n s m f 1:N E RG Y Manual S Compliance Report Job: 1336 Green Hill Lane SOLUTIONS Date: September 10,2024 HP 1 - ZONE 3 By: Rodolfo Gomez Home Energy Solutions Inc. 187 E.Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdiamay3@gmail.com Web:httpJhvww,home-energysolutions.com/ Project • • For: 1335 Green Hill Lane,Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 2410 Btuh Entering coil DB: 76.5°F Outdoor design WB: 71.2°F Latent gain: 455 Btuh Entering coil WB: 63.2°F Indoor design DB: 75.0°F Total gain: 2866 Btuh Indoor RH: 50% Estimated airflow: 383 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Fujitsu Model: AOU45RLXFZ+ASUH07LPAS Actual airflow: 383 cfm Sensible capacity: 5400 Btuh 224%of load Latent capacity: 1600 Btuh 351%of load Total capacity: 7000 Btuh 244%of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 2979 Btuh Entering coil DB: 70.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Fujitsu Model: AOU45RLXFZ+ASUH07LPAS Actual airflow: 424 cfm Output capacity: 5100 Btuh 171%of load Capacity balance: -21 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements of ACCA Manual S. t - wrightsofit°' 2024Sep-1014:15:49 Right-Suite®Universal 2023 23.0.05 RSU26249 Page RUA ...Green HUI Lane11335 Green Hill Lane ManJS.tup Cale=MJ8 House Front faces: E ]H@N1 r, ENERGY Manual S Compliance Report Job: 1335Green Hill Lane SOLUTIONS Date: September 10,2024 HP 1 - ZONE 4 By: Rodolfo Gomez Home Energy Solutions Inc. 187 E.Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:httpJAvww.home-energysolutions.com/ Project • . • For: 1335 Green Hill Lane,Greenport, NY 11944 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 2222 Btuh Entering coil DB: 76XF Outdoor design WB: 71.2°F Latent gain: 813 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 3034 Btuh Indoor RH: 50% Estimated airflow: 383 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Fujitsu Model: AOU45RLXFZ+ASUH07LPAS Actual airflow: 383 cfm Sensible capacity: 5400 Btuh 243%of load Latent capacity: 1600 Btuh 197%of load Total capacity: 7000 Btuh 231%of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 4252 Btuh Entering coil DB: 69XF Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Fujitsu Model: AOU45RLXFZ+ASUH07LPAS Actual airflow: 424 cfm Output capacity: 5100 Btuh 120%of load Capacity balance: -18 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Meets all requirements of ACCA Manual S. •a wrightsoft" 2024-Sep•1014:15:49 Right-Suite®Universal 2023 23.0.05 RSU26249 Page 4 +� ...Green Hill Lane\1335 Green Hill Lane ManJS.rup Calc=MJ8 House Front faces: E a N I st Floor BATH 1 Mao „ BEDROOM 1. HP 1 - ZONE 2 KITCHEN .+ LIVING .BEoROOM 2 HP 1 - ZONE 3 HP 1 - ZONE 1 Job#: 1335 Green Hill Lane Home Energy Solutions Inc. Scale: 1 :84 Performed by Rodolfo Gomez for: Page 1 1335 Green Hill Lane 187 E.Main Street RightSuite®Uni versa 12023 Greenport,NY 11944 Huntington,NY 11743 23.0.05 RSU26249 Phone:631-673-0664 2024-Sep-1014:16:03 http://Www.home-energysolutions.com/ gdlamay3@gmail.cc ...e11335 Green Hill Lane ManJS.rup N rr Ir 2nd Floor ATTIC 1 M. BATH OPEN TO BELOW M. BEDROOM H P 1 - ZONE 4 HALL - ATTIC 2 Job#: 1335 Green Hill Lane Home Energy Solutions Inc. Scale: 1 :84 Performed by Rodolfo Gomez for: Page 2 1335 Green Hitl Lane 187 E.Main Street RightSuite®Uni versa 12023 1335 Green H I Lane Huntington,NY 11743 23.0.05 RSU26249 GreePhone:631-673-0664 2024-Sep-1014:16:03 http://www.home-energysolutions.com/ gdlamay3@gmail.cc ...e11335 Green Hill Lane ManJS.rup -Norifs.E Road Commons �� � �� - WORK DI ((D��EW s"05.'Routo 4e, (t4ucm� Rood)Cut aI New York 1191:Z (631) 734.66'66 FAQ. 734-4670 ' DATED FORDER, ' ADDRESS `' RES.�?H NE 7 '..• �� - BUS,P?MJNE " ANSURANCE C¢IAGENT r .�.. ' ! - POLICYNOz ADDRESS w - . . " "' YEAR.MAKE,MODEL., DELNERYDIRECTIONS' [] FURNISH&INSTALL SOLO SY ,CASH LyECK C,O,D.. .CHARGE ONACCL �® FURNISH ONLY D'WILL'CALL ❑ DELIVER ' QTY. 81ZE e DESCRIPTION AMOUNT 7. •, I1 , 7 rP i DESCRIPTION OF WORKS I , Yk - r I I STATEMENT OF AUTHORIZATION AND SATISF,6TION ,r TOTAL. , • f' MATERIAL Replacement,'or repair has.been•made to my,satisfaction and,I TOTAL hereby authorize'the above insurance company'-to:pay direct in full to LABOR the-above,listed firm for said'installation. If,for any reason the , insufance'company does not pay for,these repairs,or replacements, I the below signed agrees to pay for said repairs or'replacement TAX SIGNATURE SUB-TOTAL 'O DEPOSIT O DEDUCTIBLE �,,ECENEDBY' DATE' "TOTAL s • FOUNDATIONCOMMENTS ROUGH--------------------------- MIAN FRAMINGINSULATION PER N.Y. • PLUMBING STATE ENERGY CODEour �- WNW a �..►. . -- � �.�. ►fir, ADDITIONAL S�FFO[q TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�0 as Telephone(631)765-1802 Fax(631)765-9502 https•//www.southoldtownny.Rov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only .� OCT 3 1 2022 s . PERMIT NO. 6_3 Building Inspector. n Applications and forms must be filled out in:their entirety.Incomplete, applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall,be completed. Date:10-18-22 - OWNER(S)OF PROPERTY: Name:Louis Deleo SCTM#1000-33-2 26 Project Address:1335 Green Hill Lane,,Greenport, New YYork 11944_._„�Y- Phone#:631-513-1020 Email: Mailing Address: 27 Natalie court, Ronkonkoma New York 11779 CONTACT PERSON: . Name: Steven Kaplan..__..._m...�,._.. Mailing Address: 80 Bridle Court, CutCh09ue, _NY 11935 Phone#: Email:scka Ian@hotmail. ' 347-258-8642 P DESIGN PROFESSIONAL INFORMATION:, Name:David Turner Architect PC Mailing Address:366 West 30th Street,_New,York,_NY,_10001 Phone#:917-916-9451 Email:davidturner@verizon.net CONTRACTOR INFORMATION: Name:HorhoworkS Mailing Address: c 80 Bridle Court, Cutho ue NY 11935 .............nm..m...,.-s...,.,...�n�..w._ .�.-._-.�...9,-....�.�..pr.:_....._�.a.,�:...W._.....r._..�-:�.-.�._:.�m,..z..:.._._.�.,.n....__....,......:,�,_.....-.��..ay.:F,.�..._...:...__:_...«:,,_._,..... Phone#:347-258-8642 Email:sckaplan@hotmail rcom DESCRIPTION'OF PROPOSED CONSTRUCTION MNewStructil— nAddition ❑Alteration ❑Repair El Demolition Estimated Cost of Project: ❑Other 'POO $150,000 Will the lot be re-graded? MYes ❑No Will excessfill be removed from premises? MYes ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use ofproperty: __.._sti ,,.. Vacant-..Lot.-,.._w,..-,__.,_....----.. „. _� . Q,ne,.r_,am_ Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes B No IF YES, PROVIDE A COPY. ❑Check Box After'Reading:. The owner/contractor/desiggprofessionaf is nsponsible for all drainage.and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION'IS HEREBY MADE to the Building Department for the issuance of a Building Permit,pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,ordinances or Regulations,for the construction of buildings, ' additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s),for necessary inspections.False statements made herein are. . punishable as a Class A misdemeanor Pursuant to Section 210AS'of the New York State Penal Law. %Application Submitted By(print me):Steven Kaplan Authorized Agent ❑Owner M�. Signature of Applicant Date:- STATE OF NEW YORK) SS: COUNTY OF SkAt-�dky— ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the %V terry I (Contractor, ent Corporate Officer,etc.) of said owner or owners,,and is duly authorized to p m 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 A��--/ Tay of OI:-6[ .20 cl a �r -SCHWA.VIBORN OTARY PUBLIC,STATE OF NEW YORK Registration No.01GA6274028 , 1 PROPERTY OWNER AUTHORIZATIO Qualified on Expires Dec.County0 k' (Where the applicant is not the owner) I, Luis Deleo residing at 27 Natalie court, Ronkonkoma, NY do hereby authorize Steven Kaplan to apply on my behalf to the Town of South id Building Department for approval as described herein. Owner's Signature T Date L aal s � Print Owner's Name 2 LS OS�FFp�K�' BUILDING DEPARTMENT-Electricahlhspector TOWN OF SOUTHOLD� BAN 1 1 2024 o Town Hall Annex- 54375 Main Road - PO Box 1179 0 Southold, New York 11971-0959"1 t��' p .F �.: f . .,. 9. Telephone (631) 765-1802 - FAX (631),Zn5:nJ502'„ �,A11 iamesh(aD-southoldtownny.gov- seand0-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION. ELECTRICIAN INFORMATION (All Information Required) Date: 1/10/24 Company Name: REP Electric LLC Electrician's Name: Robert E Paladino License No.: 46288ME Elec. email:REPelectric1 @gmail.com Elec. Phone No: 631-767-6034 ❑I request an email copy of Certificate of Compliance Elec. Address.: PO BOX 635 Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Deleo Address: 1335 Greenhill La Greenport, NY 11944 Cross Street: Phone No.: - ( 9 O Bldg.Permit M 49003 email: 16-Tax Map District: 1000 Section: *3 Block: Q-, Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New 200 AMP overhead service Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES 0 NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES❑NO Issued On Temp Information: (All information required) Service SizeFv�1 Ph❑3 Ph Size: 200 A #Meters 1 Old Meter# Q New Service[]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑✓Overhead #Underground Laterals 1 R2 H Frame Pole Work done on Service? D Y ✓N Additional Information: PAYMENT DUE WITH APPLICATION i _I i,a n �P �►v�i� � 1 RT 5 B60�NG DEPARTMENT- Electrical Inspector T TOWN OF SOUTHOLD Town Hal Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 *4 Telephone (631) 765-1802 - FAX (631) 765-9502 :dam sii(c southoldtownny.gov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 3 ;-o i Company Name: . e,ow 0 Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: ,��cs f t ,�Lg.� Address: ��. ✓ Cross Street: Phone No.: o Bldg.Permit#: email: t- Tax Map District: 1000 Section: Block: O a.. Lot: 26 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage:, /S go77 Cirdle All That Apply: Is job ready for inspection?: YES 0 NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 F12 H Frame Pole Work done on Service? Y F1N Additional Information: PAYMENT DUE WITH APPLICATION � � � L7 of BUILDING DEPARTMENT- Electrical',Inspector ' zo:0�' oGy TOWN OF SOUTHOLD JqN 24 o Town Hall Annex- 54375 Main Road -PO Box 1179 ; w Southold, New York 11971-0959 r:,,�-n frxra: .. .... Telephone (631) 765-1802 - FAX (631).765 aJ502,. jamesh(@_southoldtownny.nov - seand@southoldtownny.gov- APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/10/24 Company Name: REP Electric LLC Electrician's Name: Robert E Paladino License No.: 46288ME Elec. email:REPelectric1 @gmail.com Elec. Phone No: 631-767-6034 ❑I request an email copy of Certificate of Compliance Elec. Address.: PO BOX 635 Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Deleo Address: 1335 Greenhill La Greenport, NY 11944 Cross Street: Phone No.: 6 C) Bldg.Permit#: 49003 email: Tax Map District: 1000 Section: Block: Q, Lot: Q BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTrE (Please Print Clearly): New 200 AMP overhead service �) Y-/ n �( 6hg-a/,�z- c `J Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES NO ❑Rough In ❑ Final Do you need a Temp Certificate?: 0 YES❑ NO Issued On Temp Information' (All information required) Service Size 11 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground ✓❑Overhead #Underground Laterals D 1 FJ2 H Frame Pole Work done on Service? Y ✓N Additional Information: PAYMENT DUE WITH APPLICATION �S C&CG as �l'� ��to �2�--�b y 1—/��y -- .• , .. SET '�EfE{� t � - O 2,OJ V Title No. PAC-4509 VARIANCE SEARCH JOANN SPAN BURGH-WASKI, BEING DULY SWORN DEPOSES AND SAYS: THAT SHE RESIDES AT 66 VISTA COURT, RIVERHEAD, NEW YORK AND IS OVER THE AGE OF 21 YEARS AND THAT SHE IS THE OWNER OF PECONIC ABSTRACT, INC., AN AUTHORIZED AGENT FOR FIRST AMERICAN TITLE INSURANCE COMPANY, AND THAT UNDER HER SUPERVISION AND DIRECTION, TITLE WAS EXAMINED TO THE PARCELS OF LAND DESCRIBED ON THE ANNEXED SCHEDULE THAT SAID EXAMINATION MADE TO INCLUDE 10/1/2022 AND TO DISCLOSE THAT SUBJECT PREMISES IS IN FACT IN SINGLE AND SEPARATE OWNERSHIP AS APPEARS FROM THE CHAINS OF TITLE ANNEXED HERETO AND THAT THE EFFECTIVE DATE OF THE APPLICABLE ZONING ORDINANCE 4123/1957. AND THAT THIS AFFIDAVIT IS MADE TO.ASSIST THE TOWN OF SOUTHOLD BOARD OF APPEALS TO REACH ANY DETERMINATION WHICH REQUIRES AS A BASIS THERETOFORE THE INFORMATION SET FORTH HEREIN AND KNOWING FULL WELL THAT SAID BOARD WILL RELY UPON THE TRUTH THEREOF. LIABILITY OF THIS COMPANY IS LIMITED TO $25,000.00 FOR ANY REASON. DATED: 10/17/2022 SWORN TO BEFORE ME THIS PECONIC ABSTRACT, INC. 17th DAY OF OCTOBER, 2022 a:6�� BY: NOTA Y PUBLIC JOANN SPAN BURG H-WASKI, PRESIDENT Isabelle Jennings Notary Public, State of New York Reg. No.01JE6430475 Qualified in Suffolk County Commission Expires March 14, 2026 Title No. PAC-4609 Subject Premises: 1000-033.00-02.00-026.000 Arthur Lewis Moore and John Alden Cook, as Trustees Deed Under the LW&T of William H.H. Moore, deceased Dated: 4/20/42 TO Recorded: 7/24/42 H.K. McCann Liber 2243 page 48 'Harrison K. McCann died 12/21/62 in NY, Testate File#P343/1963 Morgan Guaranty Trust Company of New York, as Deed Executors of the LW&T of Harrison K. McCann, Dated: 12/19/63 deceased Recorded: 12/27/63 to Liber 5474 page 59 JMS Land Development Corp. (P/O Filed Map) Morgan Guaranty Trust Company of New York, as Deed Executors of the LW&T of Harrison K. McCann, Dated: 12/19/63 deceased Recorded: 12/27/63 to Liber 5474 page 61 HJS Land & Development Corp. (P/O Filed Map) Continued... Sworn to before me this PECONIC ABSTRACT, INC. 17th day of October, 2022 a � 1 qm" by: v l� Notary Public Joann Spanburgh Waski, President Isabelle Jennings NotaR g-No.01tJE6430ate of 475York Qualified in Suffolk County Commission Expires March 14,2026 Title No. PAC-4609 Subject Premises: 1000=033 d0=' 2'00=026:000 Continued... JMS Land Development Corp. Deed To Dated: 9/27/65 HJS Land & Development Corp. Recorded: 9/28/65 Liber 5829 page 370 (P/O Filed Map) HJS Land & Development Corp. Deed To Dated: 11/18/69 iruiitriosNik'as 'an"tlEi"sa'N'ikas;'his-wifeR. rd' 149� Liber 6495 page 320 (Lots 131 & 132) 0�i itrios 1 i{-asi nd'Efisa4Xk-as�h's`&fe Deed To Dated: 12/12/84 John L. Vanek and Linda L. Vanek, his wife CRecorded-1�2Y2:0/8'_41 Liber 9699 page 491 Continued... Sworn to before me this PECONIC ABSTRACT, INC. r 17th day of Octo er, 2022 by: Notary Public Joann Spanburgh-Waski, President Isabelle Jennings Notary Public, State of New York Reg, No.01JE6430475 Qualified in Suffolk County "Ornmission Expires March 14,2026 Title No. PAC-4509 Subject Premises: 1000-033.00-02.00-026.000 Continued... John L. Vanek and Linda L. Vanek, his wife Deed To Dated: 9/23/88 George Levendis and Lillian Levendis, his wife Recorded: 10/13/88 Liber 10711 page 543 Lillian Levendis Deed To Dated: 10/29/13 Georgia Pantelides. Recorded: 12/18/13 ***Subject to Life Estate reserved by Lillian Levendis Liber 12757 page 28 Georgia Pantelides and Lillian Levendis Deed To Dated: 6/22/22 Georgia Pantelides and Louis DeLeo, as joint tenants Recorded: 7/20/22 Liber 13165 page 536 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. e 17th day of October, 2022 by: Notary Public Joann Spanburgh-Waski, President Isabelle Jennings Notary g.No.oltate of JE6430475 York Reg. Qualified in Suffolk County Commission Expires March 14,2026 Title No. PAC-4509 North of Subject Premises: 1000-033.00-02.00-025.000 Arthur Lewis Moore and John Alden Cook, as Trustees Deed Under the LW&T of William H.H. Moore, deceased Dated: 4/20/42 TO Recorded: 7/24/42 H.K. McCann Liber 2243 page 48 'Harrison K. McCann died 12/21/62 in NY, Testate File#P343/1963 Morgan Guaranty Trust Company of New York, as Deed Executors of the LW&T of Harrison K. McCann, Dated: 12/19/63 deceased Recorded: 12/27/63 to Liber 5474 page 59 JMS Land Development Corp. (P/O Filed Map) Morgan Guaranty Trust Company of New York, as Deed Executors of the LW&T of Harrison K. McCann, Dated: 12/19/63 deceased Recorded: 12/27/63 to Liber 5474 page 61 HJS Land & Development Corp. (P/O Filed Map) Continued... Sworn to before me this PECONIC ABSTRACT, INC. a 17th day of October 2022 . by. gl Notary Public Joann Spanburgh-Waski, President Isabelle Jennings Notary Public, State of New York Reg. No. 01JE6430475 Qualified in Suffolk County Commission Expires March 14 Title No. PAC-4609 North of Subject Premises: 1000-033.00-02.00-025.000 Continued... JMS Land Development Corp. Deed To Dated: 9/27/65 HJS Land & Development Corp. Recorded: 9/28/65 Liber 5829 page 370 (P/O Filed Map) HJS Land & Development Corp. Deed To Dated: 11/18/69 Di 9fig"ikasiiand0isaftkas _ Record, Liber 6495 page 320 (Lots 131 & 132) Anastasia Nikas, as Administrator of the Estate of Deed Elisa G. Nikas a/k/a Elisa Nikas, late of Suffolk County Dated: 2/11/15 Who died intestate on 10/29/05 aRacardVd'-3/6 1 To Liber 12809 page 294 Demetrius Lilikaskis and Kelly Karidis, husband and wife LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 17t" day of October, 2022 nn AA by: �1� A /J0 Q Notary Public Joann Spanburgh-Waski, President Isabelle Jennings Notary.Public,State of New York Reg.No.01JE6430475 Qualified in Mk county a arch 14,2026 commission Expires Title No. PAC-4609 South of Subject Premises: 1000-033.00-02.00-027.000 Arthur Lewis Moore and John Alden Cook, as Trustees Deed Under the LW&T of William H.H. Moore, deceased Dated: 4/20/42 TO Recorded: 7/24/42 H.K. McCann Liber 2243 page 48 'Harrison K. McCann died 12/21/62 in NY, Testate File#P343/1963 Morgan Guaranty Trust Company of New York, as Deed Executors of the LW&T of Harrison K. McCann, Dated: 12/19/63 deceased Recorded: 12/27/63 to Liber 5474 page 59 JMS Land Development Corp. (P/O Filed Map) Morgan Guaranty Trust Company of New York, as Deed Executors of the LW&T of Harrison K. McCann, Dated: 12/19/63 deceased Recorded: 12/27/63 to Liber 5474 page 61 HJS Land & Development Corp. (P/O Filed Map) Continued... Sworn to before me this PECONIC ABSTRACT, INC. 171'' day of Octobe , 2022 A by. [ILA Notary Public V Joann Spanburgh-Waski, President Isabelle Jennings Notary Public,01tate of JE6430475York Reg. No. Qualified in Suffolk County Commission Expires March 14,2026 Title No. PAC-4509 South of Subject Premises: 1000-033.00-02.00-027.000 Continued... JMS Land Development Corp. Deed To Dated: 12/19/63 HJS Land & Development Corp. Recorded: 12/27/63 Liber 5829 page 370 (P/O Filed Map) HJS Land & Development Corp. Deed To Dated: 10/12/70 Kathryn W. Langtry Recorded: 10/15/70 Liber 6823 page 488 Kathryn W. Langtry Deed To Dated: 2/11/80 Barbara Larman Recorded: 3/6/80 Liber 8788 page 513 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 17t'' day of October 2022 ` by: "L--v(A (� Notary Public Joann Spanburgh-Waski, President Iiabeile Jennings Notary Public, State of New York Reg. No. 01JE6430475 Qualified in Suffolk County (70mmissio Expires March 14,2026 Title No. PAC-4509 South of Subject Premises: 1000-033.00-02.00-027.000 Continued... Joseph E. Nolan, as Executor of the LW&T of Deed Barbara Larmann, who died 7/17/99 Dated: 3/1/00 To Recorded: 3/28/00 Susan DeLeo and Wayne M. DeLeo, her husband Liber 12030 page 443 Susan DeLeo and Wayne DeLeo Deed To Dated: 3/3/03 Susan DeLeo Recorded: 3/21/03 Liber 12241 page 703 Francis J. Yakaboski, as Executor of the LW&T of Deed Susan DeLeo a/k/a Susan H. DeLeo, who died 9/27/07 Dated: 10/15/09 To Recorded: 10/23/09 Paul Murphy and Deborah Murphy Liber 12604 page 130 Continued.... Sworn to before me this PECONIC ABSTRACT, INC. 17th day of October, 2022 I , . - by. Notary Public Joann Spanburgh-Waski, President Isabelle Jennings Notary Public, State of New York Reg. No. 01JE6430475 Qualified in Suffolk County C;ommissioi?Expires March 14,2026 Title No. PAC-4509 South of Subject Premises: 1000-033.00-02.00-027.000 Continued... Paul Murphy and Deborah Murphy Deed To Dated: 9/11/14 Daniel Patrick McCarthy and Recorded: 9/22/14 Daniel V. McCarthy, as joint tenants with Liber 12789 page 551 right of survivorship LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 17th day of October, 2022 ` by: �-�- Notary Public Joann Spanburgh-Waski, President Isabelle Jennings Notary Public, U �01tate of JE6430475 York Reg•. No Qualifjed in County Ma March 14,202f Commission Expires Title No. PAC-4509 East of Subject Premises: Green Hill Lane Sworn to before me this PECONIC ABSTRACT, INC. 0 17t'' day of October, 2022 qAA& L-I�v by: "l� Notary Public Joann Span burg h-Waski, President Isabelle Jennings Notary Public, State of New York Reg. No.01 JE6430475 Qualified in Suffolk County Commission Expires March 14,202F Title No. PAC-4509 Southwest of Subject Premises: 1000-033.00-02.00-020.000 Arthur Lewis Moore and John Alden Cook, as Deed Trustees of the LW&T of William H. Moore, Dated: 4/25/42 Deceased Recorded: 7/24/42 to Liber 2243 page 486 H.K. McCann 'Harrison K. McCann died 12/21/62 in NY, Testate File #P343,1963 Morgan Guaranty Trust Company of New York, as Deed Executors of the LW&T of Harrison K. McCann, Dated: 12/19/63 deceased Recorded: 12/27/63 To Liber 5474 page 89 JMS Land Development Corp. (P/O Filed Map) Morgan Guaranty Trust Company of New York, as Deed Executors of the LW&T of Harrison K. McCann, Dated: 12/19/63 Deceased Recorded: 12/27/63 To Liber 5474 page 61 HJS Land & Development Corp. (P/O Filed Map) Continued... Sworn to before me this PECONIC ABSTRACT, INC. 17th day of October, 2022 �W6& by: Notary Public Joann Spanburgh-Waski, Isabelle Jennings President Notary Public, State of New York Reg. No. 01JE6430475 Qualified in Suffolk County Commission Expires March 14,2026 Title No. PAC-4509 Southwest of Subject Premises: 1000-033.00-02.00-020.000 Continued... JMS Land Development Corp. Deed To Dated: 9/27/65 HJS Land & Development Corp. Recorded: 9/28/65 Liber 5829 page 370 HJS Land & Development Corp. Deed To Dated: 12/29/67 Moscos J. Economidis and Recorded: 1/4/68 Mary Economidis, his wife Liber 6282 page 484 (P/O Filed Map) Moscos J. Economidis and Deed Mary Economidis, his wife Dated: 11/13/96 To Recorded: 1126/96 Moscos J. Economidis Liber 11760 page 105 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 17th day of October 2022 Ans�n 4�P 7 A by: U.J Notary Public Joann Spanburgh-Waski, President Isabelle Jennings Notary Public, 01tate of JE643047 York Reg. No. Qualified in Suffolk County Commission Expires March 14,2026 Title No. PAC-4509 Southwest of Subject Premises: 1000-033.00-02.00-020.000 Continued... Maria Economidis, as Executor of the Deed LW&T OF Moscos Economidis Dated: 1/19/17 To Recorded: 2/24/17 Maria Economidis Liber 12902 page 146 Maria Economidis Deed To Dated: 1/19/17 Tina Chrysanthem, as Trustee of The Maria Economidis Recorded: 2/24/17 Irrevocable Trust dated 1/19/17 Liber 12902 page 147 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 17th day of October, 2022 by: Notary Public Joann Spanburgh-Waski, President Isabelle,Jennings N®t9N Puy�, State of fag: Qyallt�ad in Suffolk County t=Xplres March 14,2026 Title No. PAC-4509 Southwest of Subject Premises: 1000-033.00-02.00-021.000 Arthur Lewis Moore and John Alden Cook, as Deed Trustees of the LW&T of William H.H. Moore, Dated: 4/25/42 Deceased Recorded: 7/24/42 to Liber 2243 page 486 H.K. McCann 'Harrison K. McCann died 12/21/62 in NY, Testate File #P343,1963 Morgan Guaranty Trust Company of New York, as Deed Executors of the LW&T of Harrison K. McCann, Dated: 12/19/63 deceased Recorded: 12/27/63 To Liber 5474 page 59 J.M.S. Land & Development Corp. Morgan Guaranty Trust Company of New York, as Deed Executors of the LW&T of Harrison K. McCann, Dated: 12/19/63 Deceased Recorded: 12/27/63 To Liber 5474 page 61 H.J.S. Land & Development Corp. Continued... Sworn to before me this PECONIC ABSTRACT, INC. 17th day of Octobe 2022 II by: 01 Notary Public Joann Spanburgh-Waski, President Isabelle Jennings Notary Public, State of New York Reg. No. 01JE6430475 Qualified in Suffolk County Commission Expires March 14, 2026, Title No. PAC-4509 Southwest of Subject Premises: 1000-033.00-02.00-021.000 Continued... J.M.S. Land & Development Corp. Deed To Dated: 9/27/65 H.J.S. Land & Development Corp. Recorded: 9/28/65 Liber 5829 page 370 H.J.S. Land & Development Corp. Deed To Dated: 2/1/69 Andrew Stamboulidis and Sophia Stamboulidis, his wife Recorded: 2/10/69 Liber 6503 page 499 Andrew Stamboulidis and Sophia Stamboulidis, his wife Deed To Dated: 11/17/75 Nicholas P. Christofer and Calliope Christofer, his wife Recorded: 11/19/75 Liber 7945 page 230 Continued... Sworn to before me this PECONIC ABSTRACT, INC. 17th day of October, 2022 by: Notary Public Joann Spanburgh-Waski, President Isabelle Jennings Notary Public,State York Rego Qualified in S March 14 2026 Commission Expires Title No. PAC-4509 Southwest of Subject Premises: 1000-033.00-02.00-021.000 Continued... Nicholas P. Christofer and Calliope Christofer, his wife Deed To Dated: 7/6/95 Nicholas P. Christofer Recorded: 8/4/95 Liber 11736 page 190 Peter N. Christofer, as Executor of the Estate of the LW&T of Deed Nicholas Christofer a/k/a Nicholas P. Christoforou and Dated: 9/11/2008 Nicholas P. Christofer, deceased Recorded: 10/7/2008 To Liber 12567 page 666 Peter N. Christofer, Tina Bogeatjes and Maria Sakellarides, all as tenants in common Margo Christofer, as Executor of the LW&T of Deed Peter Christofer, deceased Dated: 10/11/2019 To Recorded: 12/2/2019 Tina Bogeatjes and Maria Sakellarides, as tenants in common Liber 13038 page 206 LAST DEED OF RECORD Sworn to before me this PECONIC ABSTRACT, INC. 17t'' day of Octobe 2022 by. C�1 a) Notary Public Joann Spanburgh-Waski, President Isabelle Jennings Notary Public,State of New York Reg. No.01JE6430475 Oualifjed in Suffolk County Commission Expires March 14, 202F � I LEACHING FIELD WI-H GRAVELLESS GENERAL NOTES GEOTEXTILE SAND FILTER SYSTEM (SEE "GEOTEXTILE SAND FILTER DETAIL" AND -n NOTES ON DWG. SAN-2) 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES (SCDHS) m LOT 132 _T OVERHEAD REGULATIONS, STANDARDS, AND REQUIREMENTS, AND SHALL BE IN ACCORDANCE WITH THE l � 0 IN 69002,1 0" E ( O 200.00� ELECTRIC SCUM eAFFLE MANUFACTURER'S RECOMMENDATIONS. B X m z X N 20" POLY-LOK �04 2. THE ON-SITE WASTEWATER TREATMENT (OWTS) INSTALLER SHALL REGISTER THE ON-SITE Z DISTRIBUTION%BOX -n _0 rrl z' „ z.a2" 2_a" TREATMENT SYSTEM WITH SCDHS AND THE DESIGN ENGINEER SHALL PROVIDE AS-BUILTS AS CHAIN LINK FENCE w/SPEED LEVEt.E m r 4 ECIRCULATION REQUIRED. AIR LIFT PUMP 4" DIA. PVC W O ISINFECTION 3. THE OWTS INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SCDHS AND SHALL BE AN FUTURE EXPANSION 5' MIN. � (OPTIONAL) CHAMBER Volume(gal) AUTHORIZED INSTALLER. LEACHING TRENCH AREA �� _ - - - "� SDR-35 PIPE r� CYLINDER OPTIONAL pp © 2% SLOPE (MIN.) Vj N "OUTLET PIPE Sedimentation Chamber 277 � r -1 Q - 4"INLET PIP _ _ _ U SEE NOTE 3 N - Q Anaerobic Filtration Chamber 278 4. AN EXECUTED OPERATION AND MAINTENANCE (0&M) CONTRACT BETWEEN THE MAINTENANCE - - - - - - - '-_ A �A 3 Aerobic Contact Filtration Chamber 127 PROVIDER AND PROPERTY OWNER' SHALL BE PROVIDED TO SCDHS. SERVICE PROVIDERS MUST q - FUJI CEN5 I/A NITROGEN REDUCTION TREATMENT SYSTEM G) 4-4" ' REPORT ALL 0&M ACTIVITIES TO SCDHS. -110' MIN. SEE DETAIL THIS DWG. T © ® Clarification Chamber 63 �) SYSTEM CONTROL SECONDARY SAFETY GRATES/COVERS SHALL BE ,v © Disinfection Chamber 4 5. GARBAGE DISPOSAL UNITS SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. - PANEL, BLOWER PROVIDED UNDER PRIMARY COVERS rn FFLUENT Total Volume 749 Q AND VENT SOIL TEST HOLE 1 � 1 INLET BAFFL ® 3 AIR LIFT PUMP 6. PROVIDE 2" DIA. MIN.) HDPE VENT PIPE W CARBON FILTER FROM THE OWTS TO BE INSTALLED PERCOLATION TEST �� I O 18" MIN. ABOVE GRADE. LOCATE A MIMIMUM/OF 36" FROM ANY WINDOW OR DOOR. HOLE (TYP. OF 2) 4, REFER TO INFORMATION THIS DWG. m © _. SPECIFICATIONS Z ° o Anaerobic Media PP/PE O rn Z LOW BAFFLE 314"AIR INTAKE Board Type Aerobic Media PVC/PP/PE I /A OWTS INSTALLATION NOTES n a 24, PROPOSED RAISED rJ' y RECIRCULATION PIP (CLEANING OPENING) B Aerobic Media PP/PE r 1 STORY RESIDENCE ON MIN. 10' MIN. - PROPOSED WATER SERVICE FLOW OPENING(TYP. Blower 2.8cfm W O PILINGS PLAN VIEW Tank FRP 1. ALL APPLICABLE RECOMMENDATIONS AND INSTRUCTIONS PROVIDED BY THE MANUFACTURER SHALL Q FFL.EL.=24.0' g p' w w T Piping PVC/PP/PE m 'E 1 BE ADHERED TO. z � 40' o" " °H Access Covers Plastic/Cast Iron W Disinfectant(Optional) Chlorine Tablets .� 2. THE I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAXIMUM TOLERANCE W PORCH (Wjt 0) IN ANY DIRECTION OF f Y4") ON A MINIMUM 3" THICK (OR MANUFACTURER'S RECOMMENDATION) O �' STONE DRIVEWA ao o (n I- TS BED OF PROPERLY LEVELED AND COMPACTED GRAVEL, SAND OR FINE CRUSHED STONE LEVELING - PROPOSED DRAINAGE PAD. 0 DRYWELLS (TYP. OF PROPOSED ELECTRIC SERVICE zON 4"ACCESS COVER 3. BEFORE INSTALLATION, VERIFY IDENTIFY ON SITE THE FOLLOWING WHERE APPLICABLE -- zo"accesscovER zo"AccesscovER z4"ACCESS COVER CYLINIS DER / ( ) W � (TYP) (TYP) (TYp) CYLINDER(OPTIONAL) a. GRADE ELEVATIONS AT THE: HOUSE WHERE THE WASTE LINE EXITS, pp b. GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. D LOW OPENING C. WASTE LINE INVERT ELEVATION. -� d. ANY UNDERGROUND UTILITIES, INFRASTRUCTURE, AND/OR STRUCTURES O Q >E o-�. - z" OARD TYPE e. ANY TREES WHICH MAY AFFECT THE I/A OWTS INSTALLATION. 0 Z t' "wt - CONTACT MEDIA W _ -- W W OD y o NO POSS. m n SITE INFORMATION r co W Q -n 0Vl Cn 5'-5" ® 5'-5" ECIRCULATION 1. SITE PLAN BASED ON SURVEY PREPARED BY LAND SURVEY LONG ISLAND.COM, WARD N N 4,-0!„ AIR LIFT PUMP BROOKS, LAND SURVEYOR, DECEMBER 8, 2021. w S 69°02'10" W 208.60' �' 8 4'-38„ 4'_28" 2. LOT 131 ON "MAP OF EXISTING EASTERN SHORES" ` FILING DATE: DECEMBER 31, 1968 SITE PLAN O 3 AEROBIC MEDIA 3. SUFFOLK COUNTY TAX MAP (SCTM) No. 1000-033.00-02.00-026.000 NOTES: SCALE: 1"= 20' 4. LOT AREA = 0.47 ACRES 1. SITE ADDRESS: 1335 GREEN HILL LANE, GREENPORT, NY 11944 AERATION ASSEMBLY 5. NO WELLS WITHIN 150' OF PROPERTY. 2. NEAREST CROSS STREET: SOUND DRIVE, 270 FEET NORTH OF PROPERTY. SECTION A-A VIEW SECTION B-B VIEW 6. NO SURFACE WATERS/WETLANDS WITHIN 300 FEET OF SITE. 3. DURING CONSTRUCTION, CONTRACTOR SHALL INSTALL 4" DIA. CAST IRON SEWER LINE FROM HOUSE A MINIMUM OF 2 FEET BEYOND THE FOUNDATION WALL AND 7. EXISTING WATER SUPPLY FOR SITE AND NEIGHBORING PROPERTIES IS PUBLIC WATER MAIN. CAP PIPE FOR FUTURE EXTENSION/INSTALLATION BY I/A SYSTEM INSTALLER. 4-INCH DIA. CAST IRON PIPE SHALL BE INSTALLED AT AN INVERT ELEVATION OF FUJI C E N 5 TREATMENT SYSTEM DETAIL 8. NEIGHBORING PROPERTIES ARE' IMPROVED, RESIDENTIAL. -18" BELOW GRADE AND 4 FEET FROM THE CORNER OF HOUSE AS SHOWN ON THE SITE PLAN. ITS SANITARY SYSTEM INFORMATION : Design Professional's Certification Required. • NUMBER OF BEDROOMS = 3 HOUSE Submit P.E. or R.A. Certification For FIFE 42.0' t • AS PER TABLE 3, SCDHS RESIDENTIAL STANDARDS, MINIMUM OWTS CAPACITY The Installation and Construction of the Sewage Disposal System A TAumMENT ( z5 SHALL BE 440 GALLONS PER DAY (GPD). FUJI CEN5 NITROGEN 20" DIA. POLY LOK • PROPOSED SYSTEM: REDUCTION TREATMENT DISTRIBUTION BOX (1) HYDRO-ACTION AN400 TREATMENT SYSTEM, CONTROL PANEL & BLOWER SYSTEM ("REFER TO "FUJI W/SPEED LEVELERS Use Form WWM-073 (1) 20" DIA. POLY-LOK DISTRIBUTION BOX CEN5 TREATMENT SYSTEM (ADD RISERS AS NECESSARY) (1) LEACHING FIELD WITH GRAVELLESS GEOTEXTILE SAND FILTER SYSTEM CLEANOUT DETAIL" THIS DWG.) INV. EL. IN 36.71' INV. EL. OUT 36.66' 4' DIA. SDR-35 PVC • GEOTEXTILE_SAND FILTER_TRENCH_ LEACHING CALCULATIONS: GRADE EL. PERFORATED PIPE _ zq , • USE A LEACHING AREA OF 6 SQ.FT./LF WHEN USING GEOTEXTILE SAND FILTER jk��y `; R38.0' GRADE =- _-- • BASED ON THE TWO (2) PERCOLATION TESTS, USE THE LARGER RATE OF THE TWO = 2.33 MPI (MINUTES PER INCH) " i • PER TABLE 3 IN THE ELJEN GSF NYS DESIGN MANUAL, BASED ON A I i* 4C �n � GeoSenrices PERCOLATION RATE OF 2.33 MPI AND A 330 GPD FLOW RATE FOR A 3-BEDROOM HOME, THE MINIMUM TRENCH SIZE IS 60 LF F'pB 125$Southalti,ICY 11971 631,765:367 7 INV. EL. t36.83' I :`.:; :. ,' ,..,::.; mcdeoa gmaiil.com I INV. EL. f37.0' • 60 LF/4 FT. PER MODULE = 15 MODULES j INV. EL. f36.61' , -ROUND UP TO 16 MODULES 4" PVC SDR-35 PIPING / , ELJEN GEOTEXTILE 4 DIA. SDR-35 Test Hole Data Sheet • PROVIDE TWO (2) ROWS WITH EIGHT (8) GSF MODULES IN EACH ROW @ 2% (MIN.) SLOPE PVC PIPE ® 1% SAND FILTER CONNECT TO 4" DIA. CAST IRON PIPIE (MIN.) SLOPE (TYP.) ASTM 33 SAND (CAST IRON PIPE SHALL J BOTTOM OF TRENCH Name: DeLeO REVISED PL /� NS APPROVED -' 3/1 /2023 EXTEND 2' (MIND PAST EL. f35.52' /-� /` (- 1 (�,t,,,j �/ (-J �,J FOUNDATION) :' ''• Surveyor. COORDINATE WITH PERMIT EXPIRES - 2/15/2026 PLUMBER DURING Location: Oreenport INSTALL FOR INVERT NOTE: ELEVATIONS SANITARY SYSTEM COMPONENTS HAVE BEEN ROTATED TO DEPICT 'ONE PLANE' FOR CLARITY AND TO SHOW COMPLETENESS OF SYSTEM LAYOUT. Tax Map Number:' 'IOM-33-2-26 SECTION VIEW Project Description: Lot SCALE: 3/8""= 1'-0" Date. 10/6/2021 �s CAPPED OR PLUG AT Island's End Golf GRADE FINISHED q, &'Cot�rat € b __�� , bark r ,: •U GRADE brown loam 'ol., F� g,ti, � 0.5.._. LEAN I A OWTS , � �, .� =y�= F�.1 J C / 0 S „ . . . _ .,. � .�' >��rtt�l�as��,�;��r PROJECT LOCATION - - - Fate bMwn lilt NIL �.x M I I -� 1335 Green Hill Lrt, I- 'Gre�enpo t NY 1944 SUFFOLK COUNTY DEPARTMENT OFHEALTH SERVICES v r silty and sM ,;�•„E - �'is, '.�d", �,s S with gravel N ON �PROVAL OF CONSTRUCTION FOR ' PERMIT FOR APPROVAL S S�©I� �(• �,E.�s'�rr, " (( ,�r, Sol 4k :L� �8�t! Hospital.::` a a , Water.ln brown silty sand w th gravel 'SM SINGLiz- FAMILY RESIDENCE 01V LY , Inlet Poled Y F County Park� VARIES , F water brown fine Sand P • '.,i h,. 45' ELBOW rin S { y'6 s , fh'Cl'fr 6dw.Rrsort ��' Greenport ���:~ £' g.;,_ Comments: Water encounter 1 w=(at3t�trtGr��t�r'0;�`` ; •�§ - - ' encountered 3U be o 5tlrface s: "t"r' r." WYE BRANCH - - .;> East End Sea fart` Cla�,t,.l ;� ate.frtt " DAT E _ 2/15/2023 REF. No, R 22 1538 M �.. £Y tlx:, , TEST HOLE DATA ". , ," r:' 'Rev zs �" APPROVED r �r'6�;: � ���`� � �b,..�, ' SCALE: NTS , ` GRAPHIC SCALE n ., 4 25 r' FLOW DR®O C� E 4.eF s � FLOW FOR MAXIMUM - ,. ` Gree 9 4 . JC1 � �. 20 o t0 20 40 ry �. EXPIRES THREE_ YEAR S FROM DATE OF APPROVAL wilgt SITE LOCATION MAP CLEAN OU T DETAIL FOR NON - PAVED AREAS ; ( IN FEET ) SCALE: NTS SCALE: NTS HORIZ. 1 inch = 20 ft. 1. REVISIONS AS PER SCDHS NOTICE OF IMCOMPLETE PREPARED BY: __-- OWNER : TITLE: DATE: 2/27/2023 APPLICATION DATED 9/23/22. DRAWING NO . of 14 ' " INNOVATIVE AND ALTERNATIVE ON-SITE 2 REVISIONS SOUTHOLD COMMENTSANUARY FROM 023HE JONATHAN J. SHARRER, P.E. DELEO 45 WALTER DRIVE :, * 1335 GREEN HILL LANE WASTEWATER TREATMENT SYSTEM (1/A OWTS) DRAWN BY. JJS 3 REVISIONS AS PER SCDHS NOTICE OF INCOMPLETE APPLICATION DATED 2/10/23. NESCONSET, INY 11767 GREENPORT, NY 11944 CHECKED BY: JJS REVISIONS AS PER SCDHS NOTICE OF I� ; 'Nil -GENERAL NOTES, SITE PLAN/SECTION 4 INCOMPLETE APPLICATION DATED 2/11/23. LA - �, /5INCOMPLETE REVISIONS AS PER SCDHS NOTICE OFPROPERTY TAX MAP No.: 1000-033.00-02.00-026.000 SCALE: A APPLICATION DATED 2/14/23. 01,vN 0r �, 4" DIA. ACTIVATED CARBON VENT GEOTEXTILE SAND FILTER MODULES PROVIDE CLEAN SAND (MODEL B43, AS MANUF. BY MEETING ASTM C33 ELJEN CORP.) 4" DIA. PVC VENT PIPING SPECIFICATIONS EXTENDED FROM ENDS EIGHT (8) MODULES INSTALLED OF PERFORATED PIPE PROVIDE 4" DIA. PER ROW (TYP.) AND SLOPED UPWARDS PERFORATED PVC PIPE TO VENT a ♦._:`4.........gin. I I r(. .., .,. ..."...... ..:. :....::.. •...i'...._:'r.. ..Win.•.S 20" POLY LOK NATIVE SOIL DISTRIBUTION BOX W/SPEED LEVELERS n _ 4" DIA. SDR-35 PVC PIPE Q 1% SLOPE (MIN.) 'r (TYP.) - 6" (TYP.) 32'-0" New York State Departmentof Health Percobfim Test Data &neauofwater Su(>plyRotection 33'-0" - (seeirlstrucBors onreelseside) S U F F O L K COUNTY Dw*pnatSit-_. 1335 Green Hill Ln p arty Suffolk Mass (TN�C� Green port, 11944 SOIL EVALUATIONS t 06/2912022+06/30/2022 Test Canj tdpy, Chris de Reeder PO BOX 300. MATTITUCK,NY 11952 vµea[hercoxffts. Sunny,84° F Tax Map#. 1000-33-2-26 Engineer.Jon ShagP.E FUJI CEN5 TREATMENT SYSTEM 1 PERCOLATION TEST DATA � lbstmoh � %ooblm Thg-Cw%ks ed6= Nn (Yt wo Na G-sWwa erDeplh(if Man" Dale&lyre The 1 2 1 8 4 5 6 -4" Dark Brown Organic Loam [OL] "-26" Brown Silt [MH] 6/29/22 Eind 10:34.4410:37:4410:40:35 Address: 1335 Green Hill Lane 0 Location: Green ort, NY 11944 '� u 6"-34"Brown Silty Sand [SM] 12;00- Be* 10:33:41 10:36:40 10:39:30 p Fine send. 16:00 County: Suffolk 4"-54"Brown Fine to Course Sand w/ 1:03 1:04 1:05 Tax map#: 1000-33-2-26 Few Silt[SW-SM] RMi 1.05 MPI 1.07 MPI 1.08 MPI O Date conducted: 022 I 10:57:12 11:01:05 11:04:20 11:08:59 Weather: Partly Cloudy,84°F "-3" Dark Brown Organic Loam OL] ��� � / Test conducted by:Chris de Reeder "-30" Brown Silt(MHj 54" 12:10- 2 0"-45'Brown Silty Sand [SM] 16:10 gegtn 10:55:00 10:50:50 11:02:00 11:06:40 Fine send. Testin Procedure' 5"-54"Brown Fine to Course Sand w/ 2:12 2:15 2:20 2:19 PLAN 9 Few Silt[SW-SM] � 2.20 MPI 2.25 MPI 2.33 MPI 2.32 MPI Two percolation tests were conducted at the locations marked in the attached site plan. Both test holes were 12 inches in diameter and hand-dug per NYSDOH standards to 54 EM inches below grade.The holes were soaked for 4 hours the previous day and all other NYSDOH&SCDHS standards were carefully adhered to.The following pages contain Begin the report and the plotted locations of the tests. Results Summary: Result Percolation rates below are the larger MPI value of the final two tests. Erd Hole 1 -54"depth- Stabilized Percolation Rate: 1.05 MPI Hole 2-54"depth- Stabilized Percolation Rate: 2.33 MPI GRADE EL. f38.0' �t Bid 4" DIA. PVC DISTRIBUTION PIF E 2'-9" (t) ELJEN GEOTEXTILE COVER Begin FABRIC FITTED TIGHT TO PERFORATED DISTRIBUTICiv PIPE CLEAN SAND MEETING Is,d ASTM C33 SPECIFICATIONS 7" NATIVE SOIL 5 Be* 6„ \�%%\�\�� Suffolk }Count-Soil Evaluations i.t.0 (6Sl)tt7 t-8Rf5 enirolkcountysoitcvaluationsCgmail.com � 1 Begin time,end time,and resat in minutes for a water elevation dlarlgetilxn T to 5"abmethe bottom of the best dole. 6„ 36" 6" 6 36" 6" DoKlW(1210)page 1 d2 48" 48" 2 SECTION SOIL PERCOLATION TEST DATA /INFORMATION NOTES: SCALE: NTS 1. GEOTEXTILE SAND FILTER SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES AND RECOMMENDATIONS. 2. SAND PLACED UNDER AND AROUND PERIMETER OF THE GSF SYSTEM SHALL MEET ASTM C33 SPECIFICATIONS. 3. PERFORATED 4—INCH PVC DISTRIBUTION PIPE SHALL CONTINUE ALONG ENTIRE LENGTH OF MODULES IN EACH ROW. HOLIES IN PIPE SHALL BE SET AT THE "4 AND 8 O'CLOCK" POSITION AND SECURED BY THE ELJEN PROVIDED WIRE CLAMPS. 4. ELJEN PROVIDED GEOTEXTILE COVER FABRIC SHALL BE UTILIZED, WITH NO SUBSTITUTIONS ALLOWED. COVER FABRIC SHALL BE PLACED OVER THE TOP AND SIDES OF THE MODULE ROWS AND SHOULD DRAPE VERTICALLY OVER THE PIPE. FABRIC MUST NOT BLOCK ANY HOLES IN THE DISTRIBUTION PIPE OR BE STRETCHED FROM THE TOP OF THE PIPE TO THE OUTSIDE EDGE OF THE MODULES. GEOTEXTILE SAND FILTER DETAIL SCALE: NTS FOR SUFFOLK COUNTY DEPARTMENT OF HEAL-H SERVICES (SCDHS) USE 2 7 2 0 2 3 1. REVISIONS AS PER SCDHS NOTICE OF IMCO,MPLETE PREPARED BY: , OWNER : TITLE: DATE: 2/ / APPLICATION DATED 9/23/22. DRAWING NO . JONATHAN J. S►HARRER, P.E. ` DELEO THE INNOVATIVE AND ALTERNATIVE ON-SITE 2 TTOWNI OF SOUTHOLD AS PERONS 0M JANUARY ENTS 02023. 45 WALTER DRIVE . . : ` 1335 GREEN HILL LANE WASTEWATER TREATMENT SYSTEM (1/A OWTS) DRAWN BY: JJS REVISIONS AS PER SCDHS NOTICE OF 3 INCOMPLETE APPLICATION DATED 2/10/23. NESCONSET, NY 11767 -- GREENPORT, NY 11944 REVISIONS AS PER SCDHS NOTICE OF SAN �2 -DETAILS & SOIL PERCOLATION TEST DATA CHECKED BY. JJS 4 INCOMPLETE APPLICATION DATED 2/11/23. NS AS PER APPLCATION DA SOTICE OF D 2/14/23. PROPERTY TAX MAP No.: 1000-033.00-02.00-026.000 SCALE. AS IND CATED AINCOMPLETE i I 1 1�)fR"r NEL.L DESIGN I I RESIDENCE ROOF = 1,100 SF PORCH ROOF = 450 SF TOTAL ROOF AREA = 1,550 SF I "2 RAIN = 1.24 &AL/SF 200.0' , - — — — — — — — — — — — — — — Lu I CUBIC FOOT = -7.45 GAL o . I 1 I O I 1,550 X 1.24 = 1,801-7.2 GAL I OPEN PORCH m I —A VOLUME OF a' DIAMETER X 4' DEEP D'RYWELL I 1 I IS 200.g6 CUBIC FEET cr1 I # I f .0' 1 O 200.'% CF X -7.48 = 1,505 GAL O I PROPOSED RESIDENCE 16 I. 10 1E TOTAL OF 2 DRYWELLS (1,505 X 2 = 5,006) 1 7/ I I #2 I z I i ---------1 LLu - GRAVEL DRIVE I I p p L— L — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - � 20FS.6' I 1 DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y! 10001 1 (212)594-0840 PROJECT 1 1335 GREEN HILL LANE I GREENPORT, N.Y. DISTRICT: 1000 N LOT AREA 20,450.6 SF SHEET SECTION: 055 HOUSE $ PORCH AREA 1,588 SF STORM WATER DESIGN BLOCK: 02 LOT COVERAGE 61 — _ LOT:26 ( � DATE: I C-20-22 AR �� PROJECT No:PLOT PLANr,0�E �C�FLA GE DRAWING BY: SCALE I"=30' 20ONYS RESIDENTIAL CODE CHKBY: 2020 NYS ENERGY CODE '�- * DWG No: SK- 1 0 CAD FILE No: I OF Iq GREEN HILL LANE WATER v v v v v Zvi wV v -� CL 37.58, CL 38.52' CL 38.00' CL 35.52 CL 35.12' UP.376 _ 13P 36.50' E `r a5' PLPE C.2Q° TQ"€ 1QQ.QQ' FD cm ............................. ,..270.0&................................ - FV Lu 04 o o b C%1 CID FE. Z -X =3 30.0" O FR.RES CD a TIRM EL.=41.95' W � 30.0' 24.0' � O McDonald GeoSeMces 1'OR 12a8 Souliiatd IVY I P71 631,765,3677 fi1tS�lXLD t112itt�i�.ilifil -J 7- LOT 131 Name: DeLw UL Surveyor o L=kwir Q � Tax Map Number: 1000-33-2-g6 N Project Description: Lot ZED C Fats: 10/612021 fE.0$'N to 2:6E TO ga A 9+ Ms Sal � E-- 4' :3dt.' Pa)em msD ML ....-.. Poss. CM CD g�w j ff o"�W •- r09�a Brown silly sane wish gravel Sm 100.37' SECTION TWO a� MJffAtumorrmesartd SP Commems, water e=unt*r00 3A J*ow sur►ace LOT 131-ON "MAP OF SECT?Ohl FIVE EASTERN SliORES" SITUATE AT GREENPORT a TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK FILED: DECEMBER 31, 1 J68, FILE No. 5234 CERTIFIED TO: LOUIS DELEO OCOPYRIGHT 2023 WARD BROOKS.ALL RfGWTS RESERVED.DUPLICATION OF THIS DOCUMENTIS A VJOIATION OF FMBM COPYRIGHrLAW. �+ THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST ANVIOR ASSIGNS. v �ER'f1Fr'ATI?I{'I$A9E�it3A�tR#�1�• . zavFcccsol�wto=c.oauomwrtlrssar<a�cava. �eea+vsse�roavaaaz�acraoc�s�o. SCA/.I` °-A ANY'?1TERAT(OR OR AROITION.TO Tm SURVEY 1S ALwOLATION OF SECTION 7M%-2,OVTHE NEW YORKSTATE EDUCATION LAW. SCTM 1.000-033.00-02.00-02Ft.000 DO NOT SCALE FENCES.OFFSETS SUPERCEDE. SURVEYED:DECEMBER 8,2021 ELEVATIONS REFER TO NAVD'88 INDICATED THUS 0_0.PROPOSED ELEVATIONS INDICATED THUS 0.0' FOUNDATION LO AIL 26.2023 LA- ND SURVEY LONG ISLAND.00M iAw 80,00K WAND BROOKS LAND. SURVEYOR 11 OCEAN AVENUE SLUE POINT, NY. 1 715 44AY 15 90731 (631) 576-7794 (631) 363-'3179 Bu�UJsNGDEPT ss►oN��. TOWNOFSO OLD WARDBROOKSOOGMAIL.DOM LOT 132 `•,so,r.,+r 1"D 1� s 1" M r r b m z N 69°02'10•E 6 200.00' creo+eer�ounor+ .t•.wO ©"'�' V CHAIN LINK FENCE �/; wsv.,atew:",w`c° os - s °'.� o CD s Ch I m r. n 0IE,m Z Y- _ i� ... 2 O o,aes ermc S - rp`""" �oa..,cu w Q r m �� ;—oi STONE ORNEWAY �w �o r °w .c r SITE LOCATION MAP �. D 0 o Z w o m NO POSS. C2 �3 �_ •IN • S 69"02'10'W 208.60' SITE PLAN DIMENSIONS TO SANITARY SYSTEM COMPONENTS FROM FROM FROM COMPONENT POINT 'A' POINT 'B' POINT 'C' IA 31'-0" 24'-6" — DBOX — 17'-0" 51'-0"' GI — 14'-6" 41'-0" G2 — 22"-0" 44"-0" E � � 0 14 n L ..�., G3 — 38'-0" 15'-0'" � s' ( SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES G4 — 42"-0" 23'-0" t APPROVAL OF CONSTRUCTED WORKS FOR OCT 2 8 2024 f ASINGLE FAMILY RESIDENCE Date +0n812024 H.S.Ref.No. R-22-7e3e The sewage d.sposal and water supply facthhes at this location have been inspected and/or certified by this Department or other agenCes and found t Building Department to be satisfactory FOR A MAXIMUM OF 4 BEDROOMS. Town of Southold F4. CRAIG KNEPPER.P.E.,CHIEF Office a'Wastewater Management its: I PREPARED BY: OWNER: TITLE: DATE: 10/16/2024 DRAWING NO. JONATHAN J.SHARRER,P.E. ��oFty DELEO AS-BUILT DRAWING 45 WALTER DRIVE 1335 GREEN HILL LANE DRAWN BY: JJS NESCONSET,NY 11767 GREENPORT,NY 11944 CHECKED BY: JJS onaa PROPERTY TAX MAP No.:1000-033.00-02.00-026.000 SCALE: AS INDICATED Generated by REScheck-Web Software • . F EB.1 0.2023 om lance '-ti icate p " . . BUILDING DEPT. MOFSOUTFI LD .Project Green-Hill Lane Energy Code: 2018 IECC Location: ' .: Greenport; New York Construction Type:. Single-family.: Projecf Type: New.Construction' Orientation: 'Bldg: faces 45.deg. from North ' Conditioned.Floor Area:.:1,500:ft2 .. . ': .. _ Glazing Area. 13% . - .. Climate.Zone: . 'Permit.Date: ;. .• Permit Number:; C nstruction-Site: . ".;. . _'. Owner/Agent:... . Designer/Contractor:.. . - 1335.Gteen Hill Lane - Dav(d.Turner Greenport, New York,11944.. David TurnerArchitect PC'. esStreet a _ .-_. • .. . . " ,. 212-594 0840100 OI• .. .- davidtumer@verizon.net -Compliance: Passes using UA trade-off Compliance:.0.8%Better.Than Code Maximuff Uk• 236.•.,.Your UA:,234..- MBXiMUm SHGC: 0 40 . .Your.SHGCi.0:40 : The•%'Better or Worse Than. 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 mipimum-code home: Slab-on-grade tradeoffs are•no•longer considered-in the UA or performance:conipliance path in RESctieck:Each slab on-grade assembly in.the specified climate.zone must meet the minimum ehergy'code irisulatioh R-Value and depth requirements:. Envelope.Assemblies. Prop.Gross Area Assembly or Cavity Cont. Prop. Perimeter Ceilin :_Cathedral Ceilin 960._ 3:0- 35.0 0.025' .. 0:026 " 24 25 . . 9 9 - Wall:Wood Frame;16 o.c:. = ; Orientation:Unspecified• 1,40.0 - _ 3:0 25:0 0.031 0 060 36 • 69 -Door 3:Glass Door.(over-50%.glazing) - SHGC:•6.40.; - - 70. . - _ 0.320 0:320 .. 22':; 22_ Orientation: Unspecified -Wiridow:Wood Fame SHGC:0.40 :. 180.: . .0.320 0.320 - 58: : . . .s8 . . Orientation: Unspecified Floor:.Alkwood joistfrruss 960 : 1.0.. 35.0 :0:024 0.047 .23.' . '45 Crawl Wall,;Solid Concrete or Masonry Wall height:-7.0'. . Depth.below-grade:4.0': LD 375 5.0 •25,0, 0.264., 0.065 .71 17. Insulation de0th:.2.0' ProjectTitle: Green Hill Lane Report.•date:- 01/22/23 Data filename:. Page T of10 " Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other .calculations submitted with the permit application.The proposed building h en designed to meet the 2018 IECC requirements in.. REScheck Version RESch ck-Web and t mply.w.ith the mandatory r it 01 listed in the REScheck In Chec list. -Name-Title Sign a a "Date[.. 'Project Title: Green Hill One Report.date: 01/22/23 -2 of. Data filename:. Page10• REScheck Software Version REScheck-Web In-t' e' ti0: .checklist . . Energy:"Gode: 2.018.1ECC Requirements�4 38:0%were addressed•'directly in the.REScheck software . _ Text in the"Comments/Assumptions'` column is�provided by the user"in the REScheck Requirements.'screen.for each I requirement;the user certifies that.a'eode requirement�will be met- how that is:documented;-o�.that-an:exception isbeing claimed:Where coin"pliance ls:itemized'in a separatetable, a reference to that tabWis.proVided:• •Section_..... . • .• ".. :. • .. . -. .. .. -. . ." Pans Verified Field Verified #- Pre-Inspection/Plan Review . Complies.. " -Comments/Assumptions° &Req.ID Va lue "" Value 103 1 Construction•drawings"and ❑Complies ." ;Requirement will'be met. 103 2 Idocumentation demonstrate. ❑Does Not. [PR1]? lenergy.code.compliance for the ' Coy. building envelope Thermal; " ❑Not Observable. --_i�envelope[eprese.nted"on" • .- • , " ;' •�❑Not:Applicable:""�; '• " iconsteuction documents:. " 103 1 " " Construction:drewings an ❑Complies:: . :=.103.2,"' (documentation demonstrate'. ❑Does Not 403.7 ienergy"code compliance for [PR3j1' ;lighting and mechanical systems. ❑1Vot_Observable ; 19 ' Syster is serving mulfiple : : ❑Not Applicable .}: ldwelling units must.demonstrate - ;compliance with theIECC':. `.. • iCommerciM Provisions. 302.1, iWeatingand.'cooling•equiprrient'isi""Heating: "i-Heating:" ;❑Compiles t 403.7 sized.perACCA Manual 5 based :.Btu/hr Btu/he-❑Does Not [PR2]2 �on:loads-calculated:perACCA Goolrng GooUngr 6 Manual]or other methods ❑Not Observable., " Btu/hr" Btu/.hr.' ❑Not•Apphcable approved by the code official:_'.:, t Additional Comments/Assumptions:. 1 ,High lnmpactaier'1) • • 2 1 Mediurri Impact(Tier.2) 3 Low Impact"(Tier 3.) Project Title: Green Hill Lehe . " Report date:: 01/22/23' Data�filename:. Page 3 of10: Section Plans Verified Field Verified. # Foundation.Inspectio,r Value Value Complies? Comments/Assumptions &'Req.ID .: 402.2.11 iUnvented.crawlspace.wall R ; ,R= ❑Complies:: : ;See'the'EnvelopeMsemblies . .. i . a• 1,table-for values. [F07] ,insulation R-value. R- • . ❑I. Does Not - R:. . []Not Observable :❑Not Applicable 303.2 Unvented'craiWI space wall J❑Complies ;Requirement will be met.. (F08]1 iinsulation installed per._ ❑Does_Not . i manufacturer's`instructions: 1. ❑Not Observable ❑Not Applicable 402..2.11 jUnvented crawl.space continuous. ❑Complies ;Requirement will be met. [F09]1 vapor.retarder installed over ❑Does Not `exposed earth;joints overlapped J i . . ❑Not.Observable ;by 6 iri.and sealed;extending at least 6'in..up and attached to the []Not Applicable.. :402.2.31 ;.Unvented c[awl space wall in: in.- ❑Complies. See the.Eriyelope Assemblies [FO10]1 ' - insulation depth'of-bu'rial'or Does,Not tablel for values:.. distance from top.'oP wall: ❑Not Observable E1Not Applicable 303.2.1 IA protective covering-is ristalled f❑Complies ;Exception Requirement is [FO3.1]2 to.protect exposed.exterior" .. ❑Does Not In_ot applicable �insulationandextendsa. • ' V i ,. _ ❑Not Observable•; . minimum of 6 in.below grade: L'. . • EINotApplicable 403.9 Snow-and ice-melting system•. ❑Complies [F012]z controls instalied. ❑Does Not U ❑Not'ObseN.able;; . • ❑Not•Applicable .�.. ' Additional.Comments/Assumptions; = ; 1 ,High Impact.(Tier 1) 2 Medium Impact(Tier,2) 7TTFLow Impact(Tier 3.) Project Title: Green'HiII Lane Report'date:•: 01./22/23 Data filename: Page 4 o f10. Sec#ion 1 . : -Plans Verified , Field Verified t Framing/Rough-ln"Inspection _ Complies? Comments/Assumptions &'Req:ID Value , Value. . 402.1;1,, •;Glazing.'U-factor(area-.weighted. :; U U. ;.ElComplie.s., ;5eethe'EnvelopeAssemblies. 402,3.1, ,.averSge). � ❑Does Not ' ' table for values. 402.3:3.. 402,5. ;:: '• ... : .. , Not O eirvable.; bs [FR2J1:: _' Not Applicable. v.. i 3011.3AU-factors of fenestration products - - ❑Complies :;,Requirement will be met. : [FR411: : I are determined in accordance :: : ❑Does Not:: : • taken .with the NFRC test procedure or' CC ❑ the.defaul Not:Observable '; - t table: - , . • - - , .. . from ❑Not.Applicable::; . ;'Air barrierand thermal barrier:. ❑Complies:: : .;Requirement will be met. 402.4A.1' , .. (fR23] linstalled per manufacturer's- 0_ Does Not ;instructions. .:: ." J ❑Not Obseniable"; . ❑Not Applicable 402.4.3 ;Fenestration.that is-not site built _ ❑Complies. ;Requirement will b' met. [FR20]1 is listed and labeled as meeting. ODoes Not IAAMA.%VVDMA/CSA 10.1'/LS.2%A4'40 " G - ONot Observable.; - .. .,or has infiltration rates per NFRC� - - .. 400 tliat.do rio#.exceed code' : ❑Not:Applicable limits: _ 402.4.5 IC=rated recessed lighting:fixtures - . ❑Cimplies:, ;Exceptionp:Requirement is [FR16]z sealed;at housing/interior:finish ❑Doe_s Not' notapplicab le: . . and.labeled,to indicate<_2.0 cfm ❑Not Observable leakage at 75 Pa: ,: .. ❑Not Applicable. : 403.3.1: .;Sup.ply and return ducts-in attics ❑Complies [FR1211 insulated>=.R-8'where,duct,is.:. ❑Does Not >=3 inches in diameter and.>=7. i R 6.where'<:3 inches.Supply.and : ❑❑Not Observable , 'return ducts ifi-other portions of Not Applicable the building insulated_> R-6 for- idiameter>=_3 inches and R=4.2 ;for<3 inches-m:diameter. 403:3:2 '.;Ducts,air handle and filter.'. ❑Complies : : [FR331? Iboxes are sealed with ❑Does Not ijoints/seanis_compliant'with .' ❑Not:Observable_; International•Mechanical-Code or- lInternational Residential Code,as ❑Not:Applicable . ;applicable: 403.3.5 Building cavities are'not used as. : ❑Complies [FR15]3 ducts or plenums.. ....• ' ❑Does Not ❑Not'ObserVable., No fie. 403:3.7 Due#s declared to be withm'fhe ❑Complies [FR2813 conditioned-space are eitherj). ❑Does Not.: complIkely•within the continuous. p ❑Not Observable.;. air barrier and within the building thermal envelope;2)buried t Applicabl❑No e within ceiling.:insiilation in - accordance with Section: 11403.3:6 and the air handler is .' -.. . -. located.completely'within the, - . .. - - • .. ' . -- , . . continuous air barrier and within A. the building.thermal:envelope.:- and the,duct.leaka9e is cfm/.100 square,feet of conditioned floor area served by .the duct system,.or 3)the ceiling" insulation.R-value installed. I agaihst and above.the insulated duct>=to the proposed,ceiling insulation R-value, less the R= value of the,insulation on.the - } - 1 .High Impact'.(Tier 1) 2 Medium Impact(Tier.2) . 3 Low Impact(Tier 3) Project Title: Green Hill Lane Report,date:. 01/22/23 Data filename: . Page 5 of10. Section .: Plans Verified Field Verified, # Framin �g/Rough-ln lrnspection Complies?. Comments/Assumptions &'Req:ID Value .. Value .. 403.4 HVAC piping.conveying fluids R R ❑Complies;: [FR17]2 above 105.9.F or chilled fluids. . ; ❑p below 55°F are insulated to aR- oes Not Not Observable O ❑Not Applicable 403.4.1 ;Protection of insulation on HVAG Complies ' '[0124I1. ..i piping. :• ❑Does:Not eJ IN Observable ❑Not.Appiicable 403.5.3 Hot water pipes_are insulated to ; R- R [FR18]2 ;❑Complies ; ?R-3;, • Does Not ❑Not Observable.; ❑N . •- . . . _ -, of Applicable.. ... 403.E ff Automatic or gravity dampers are ❑Complies -:Requirement will be'met. [FR19]2 I installed on,all outdoor air El Does Not intakes and exhausts. . ' ❑Not Observable—i , of Applicable. 'Add itionaI.Comments/Assumptions:' - '1 High Impact.(Tier'1) . - 2 Medium Impact(Tier.2) 1,3 1 Low Impact(Tier 3) Project Title: Green'Hill Lane Report.'date:. 01/22/23 Data filename: Page 6 of10. . Section.. _ Plans.Verified . "Field Verified Insulation;Inspection'. &"Req:ID Complies? -, Comments/Assumptions - . .. Value .. -- Value.. 303.1, All'installed insulation,is labeled ❑Complies: .;Requirement.Will be.met. [IN13]2 or the.installed R=values ❑Does Not 9j provided; • ONot.Observable:� . []Not Applicable' 402.1.T, ;Floor insulation R-value. ; R, R= ❑Complies ;See the-EnvelopeAsseriblies-. 402.2.E i.: Wood_ ;❑-Wood ❑Does.Not . ;tab values: Steel ;�E] Steel ID e ;. e or Not Observabl i. . _ ❑Not.Applicable ; 303.2;. . Flo-or insulation installed.per .'. . ❑Complies_ ;- 402.2.8 : manufacturer's instructions and• 10Pbes Not : 11N2]1_ rin substantial contact with the. " . gj ;underside of the subfloor;or floor.. j]Not Observable ;framing cavity insulation is in .; i❑Not Applicable contact with the side of'. .. ;sheathing,.or continuous:. . .. . :;insulation is•installed on,the `.underside of:floor.framin and. - g l extends from"the bottom to'the top of all perimeter floor framing_ _ members._ : T. 402.1:1,: i Wall.insulation:R-value. If this is a;-R- R= ❑Complies:: ' .;See the Envelope Assemblies. 402.2.5, 'ismass'wall with atleastl/z of the O-Wood : - E],Wood ;Oboes Not rtable:forva/ues. ... . "". 402.2:6.' wall•insulation on the wall:: . .,,E]-Mass 0•Mass ❑Not.Observable.; [IN3]1 exterior,the exterior-insulation _ Steel Steel �A Irequirer6Eint'applies,(FR10): ❑ !❑ ' •;❑Not Applicable 303 2.. . ;Wall insulation is installed.per, _ . ❑Complies.." . ;Requirement will be met. [IN4]1 manufacturer's instructions: El Does Not ❑Not Obse�rvab ❑Not-Appliceble Additioiial.Coinments/Assumptions: 1 .High Impact,(Tier 1) 2 Medium Impact(Tier. 3 I Low Impact(Tier 3J Project-Title: Green HiII Lane Re port'dgter 01/22/23 Data filename: Page-7 of10 Section. Plans Verified ,- Field"Verified. .0 Final Inspection Provisions Complies? Comments/Assumptions Value .. 1Fa &Req'ID lue. .- 402.1;1,; iCeiling insulation R-4alue. R- R= ; ' ❑Complies:, ; :See the'EnvelopeAssemblies: 402.2.1; r valde�. . .. r ,a tab le fotl ❑Does Notd 402".2.2,. steel Steel ONot Observable402.2.E [FI1]l ❑Not Applicable .. .. . , 303,1.1.1; Ceiling insulation installed per ❑Complies ;Regbirement wilt be met. 303.2:_ :" ,manufacturer's instructions. ❑Does Not [1`12]? Blown insulation marked:every' .. Not:Ob ervabl 300.ftze ❑Not.Applicable-:; 402.2.3 Vented ettics:with air permeable ❑Complies:. . Exception: Requii'errient is.*: (FI22]z insulation'include baffle adjacent ❑Does Not not applicable. to soffit and eave vents'that extends over'insulatiori. ❑Not Observable:, . le ,:. ONotApplicab ; :402:2.4 _ 'Attic.access'hatch arid-door R ;"R= ❑Complies. Requirement will"be met. _ [1`13.11 insulation zR-value of the Does Not adjacent assembly. ; Not Observable. ❑Not:Applicable .. . 402 4:1,2 ;Blower:door test. .50 Pa..<=5 ,ACH 50 ; ACH 50_- ;❑Complies_: ;Requirement will be met-.' IF =.' Iach in Climate ZonesT=2,and - _ Does Not .3 ach in Climate Zones 3 8. ❑Not Observable ' {. ;. ❑Not Applicable 403.33: Ducts-are.-pressure tested to cfm/100; cfm/100' ,❑Complies [F127]? determine air leakage with. ftz I.ftz • ❑Does Not ' jether: Rough-in test:.Total. .. ;. -: iieaka.ge measured with a ; . ❑Not Observable•a 1pressu ❑Not A licable re'diffe'rentialof 0:1 inch PP ; Iw:g::across the system'includ'ing ithe manufacturer's.air handler . ie,nclosure-if installed-at time'of - hest.Postconstruction.test:Total 1Jeakage measured with a' 1.pressure:differential of 0:1-inch".: w:.g•.across the entire system. i. . I'includirtg the manufacturer's air ;•handler enclosure:. i 4033.4 - Duct tightness test result of.<=.4 cfin/100 cfm/100' ;Complies [F141 z ?: ,;.cfm/100 ft2.across the system or ft2• " . ., ❑Does Not•• " i-�=3 cfm/100'ft2 without air. handler @ 25 Pa:_.For rough-in : Not-Observable. tests,verification may need.to - ONot Applicable occur during framing Inspection. = 403 3.2-1':!Air handler.leakage_designated ❑Complies V124]?_ 1 by manufacturer at.<=2%0.of ❑Does Not -• l design air flow. le ;.. i •❑Not Observab .. i Not;Applicable" .. - 403.1.1 Programmable thermostats ❑Complies . [FI91, Installed for control of primary ElDoes Not' heating and cooling systems and initially.set by manufacturer to. :,. ❑Not:Observable. code.specifications. (( {❑NotApplicable 403.1.2 {Heat pump thermostat installed ❑Complies [FIIOlz {on.heat pumps. • ❑Does Not.. . .. . ❑Not Observable. t I. : ❑Not Applicable. 403.5. jsysterfis 1 Circulating-service hot.water. ❑Complies [FI11]z have automatic br: ❑Does:Not . accessible-manual controls. . . ON. ot..APPIi abbee . . 1 •High Impact(Tier1) 2 Medium Impact(Tier.2) - 3 Low Impact(Tier 3.) Project Title: Green Hill Lane - " Report date:. 01/22/23 Data filename: Page 8 of.10 Section Plans Verified _ Field Verified &Req:ID # Final Ins.pectiori Provisions Complies? ._ Comments/Assumptions -Value 403.6.1 All mechanical ventilation system OComplie's-: [FI25]2 fans,not part of tested'and listed ❑Does Not HVAC equipment meet efficacy - and air flow limits per Table Not Observable a R403.6.1.. ❑Not Applicable. 403.2 Hot.water boilers supplying heat : " i❑Complies [FI26]2 through<one-or•fwo-pipe-heatin.9 - i❑Does Not systems have outdoor setback; control to-lower boiler water, ❑Not Observable. ' temperature-based on outdoor. ❑No t Appplicable temperature:: l 403.5.1.1 Heated.water circulation systems ❑Complies [FI28]2 have a:circulation pump.The'. ❑Does Not. system,return pipe is.a dedicated return pipe.or a cold water supply _ ❑Not Observable j pipe.Gravity,andthermos- ❑Not Applicable : .'. syphon circulation systems are not present.Controls.for. circulating hot water-system'.. . pumps start the.pump with signal .for hof water demand within the: " occupancy:.Controls - automatically turn.off the pump when water--is in circulation loop . is at set-point temperature and' no.demand for hoYwater exists.. . 403.5.1.2 Electric.heat:trace systems. ❑Compliies, ; [FI29]2 comply:with IEEE 515.1 oe Ul Oboes Not 515:Controls automatically e adjust the.energy input to1he ❑Not Observable heat tracing to•maintain.the ❑Not Applicable desired;water temperature,in the: _ i piping. 403.5.2 Demand recirculation water'.. ❑Complies ; [FI30]2 systems have controls-that• ,:: Oboes'Not manage operation of the•pump' - and:limit:the temperature of-the _ ❑Not�Observeb le ; .. water entering the cold.water. ❑NotAppl•icable piping to<=:104°F.. J. 403.5.4 Drain Water heat recovery units ❑Complies. .. . :. [F131]2 tested in accordance.witti CSA ODoes Not 1355:1.Potable water-side pressure loss.of drain water heat ❑Not•Observable recovery•units<,3.psi for• PNot:Applicable { individual.units connected to one. or.two showers: Potable.water-.- - side pressure loss_of-drain water-7 - heat recovery•units<-2.psi for :. individual units eonnected:to three or more showers. -• ; 404.1' ';90%*ormore of.permanent ❑Complies [FI6]1 . Ifixtures Fiave,high.efficacy:lamps. . ❑Does:Not . I • i ' '. :. . []Not Observable i, . �. . ❑No t:Applicable. .; 404.1.1 Fuel gas lighting systems have ❑Complies . .. . i [FI23]3 fib continuous pilot light. lDDoes Not:. ❑Not:Observable ❑NotApplicable . 401.3 Compliance certificate posted.: - ❑Complies: Requirement will be'met. [F17]2 - ❑oo is Not ; '.i]NotO bservable _ ONot Applicable. .:, 1 .High Impact.(Tier1) . . 2 1 Medium Impact(Tier..2) -3 Low Impact(Tier 3) Project Title: Green H1.111ane Report-date: 01/22/23 Data filename: Page 9 of10. Section ; Plans Verified Field Verified # .'Final Inspection Provisions complies? Comments/Assumptions &-Req:[D Value Value.. 303.3. 1 Manufacturer.manuals.for Complies;; [f118]3 mechanical and water heating Does Not systems have been.p,rovidLid EINot Observable EINotApplicable .Additional Comments/Assumptions: 1 J,HIgb Impact'.(Tier 1) 2 Medium Impact(tier.2) 7. Low Impact(-Tier 3) Project Title: Green HilfLane " " Report date: 01/22/23 Data filename: Page 10 of.10. ... :- 2,018AE.C.C� --En.ergy. iciency , erti• icate Insulation Rating R-Value Above-Grade Wall 28.00 Below-GradeWall- .30:00. • Floor. 38:00 Ceilirig-tRoof_- 38.00. . Ductwork(unconditioned"spaces):: Glass & Door Rating U-Factor SHGC Window.' .. .0:32 JD40, Door _ 0:32._ 0:40.,Cooling - Heating & Heating system:-.. . .. ._:. ,., . •_-. . . : Cooling System: . Water Heater: .. _ .Name: - -- Date:.- . _ Al' 7_3 .... . Comments: _. a5� AM Fq,C.f F1rstAmerican 717tle October 17, 2022 The County of Suffolk 360 Yaphank Avenue, Suite 2 Yaphank, NY 11980 RE: Title No: PAC-4509 Owner: Louis Deleo and Georgia Pantelides,as joint tenants Premises: 1335 Green Hill Lane, Greenport, NY aka 1000-033.00-02.00-026.000 Dear Sir or Madam: Please be advised that PECONIC ABSTRACT, INC. is a duly constituted and authorized agent of First American Title Insurance Company. As such agent,said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions, collect title insurance premiums and issue Title Insurance Policies and Endorsements thereto. If you have any questions in this regard, please feel free to call me at any time. Very truly yours, Patricia A. LaPorta, Esq. New York State Counsel Agency Division PAL/wvp cc: PECONIC ABSTRACT, INC. 405 Ostrander Avenue P.O. Box 1267 Riverhead, NY 11901 Phone No. (631) 369-0222 666 Third Avenue,5th Floor,New York,NY 10017 TEL 212.381-6600 • FAX 212.922.0881 www.firstamny.com f AM N MEN LEGEND Km NEW EXTERIOR FRAME WALLS. 2" X 6" 16" OG. WITH 5/4" PLYWOOD SHEATHING 16'-6 Ira 14" 5'-2" 4" 5-0" 4" 12'-4" R-20 MINIMUM INSULATION WITH EITHER "ROGKWOOL" 6.5" R-25 OR 5" OF CLOSED CELL SPRAY FOAM INSULATION. O ® NEW INTERIOR PARTITIONS- 2" x 4" 16" 0.0 WITH 1/2" WALLBOARD EACH SIDE O SMOKE / CARBON MONOXIDE DETECTOR � U O O o O 0 LIVINO ��D�OOM OFEN SPA(Z 0 v O DAVID TURNER ARCHITECT, P.C. O 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 (212)594-0840 PROJECT KI` CHEN 1335 GREEN HILL LANE GREENPORT, N.Y. A2 I 00 I 0 0 O SHEET 171 VA i FIRST FLOOR REF F-] ❑ �n DATE: 10-14-24 ��� PROJECT No: 1 D � ,,����`� ��,.�.'F, DRAWING BY: CHK BY: A5 in ' ;` �t! 0 CT 2 1 2024 ;,: DWG No: FIRST FLOOR PLAN �u@��'S�s y�e ,arcien$ e A- 101 . 01 SCALE I/4 = I -O Town ull SoulhOld �� �a•�g����� CAD FILE No:. 2 OF la , O r 77, 0 O O ATT C, SEAT ON O50ALE 1/4 =I -O O , ®FEN TO 5EL06 � O DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y.10001 (212)594-0840 O 15 -q ll 56ii HI&H PROJECT OUARI�) RAIL 1335 GREEN HILL LANE GREENPORT, N.Y. SHEET O ATTIC FLOOR DATE: 10-14-24 �i47`r,Ql A0 �'4''4 PROJECT No: WING BY: CHK BY: $ DWG No: ATT � A � A- 1 02 - 01 _� - CAD FILE No: 3 OF 1 Q NDON 5�HEDULE 071' SIZE T'YFE FINISH 51�: E(-�I F I GAT I ON W. x H. I 2 TRIANGULAR FIXED I DOUBLE PANE 2 8 3'-4" x 5-8" DOUBLE HUNG VINYL-GLAD ANDERSEN WOOD DOUBLE PANE CLEAR OPNG > 20" w X 24" H (SILL < 50" AFF) 3 2 2'-6" x 3'-0" DOUBLE HUNG VINYL-GLAD ANDERSEN WOOD DOUBLE PANE 4 1 2 2'-0" x 4'-0" DOUBLE HUNG VINYL-GLAD ANDERSEN WOOD DOUBLE PANE J DAVID TURNER ARCHITECT, P.C. O O R S C H E�`� �� 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 (212)594-0840 D®®�� FRAME LLI 4 SETS PROJECT SIZE MAT'L FINISH MATERIAL FINISH THR. 1335 ISLAND VIEW LN WIDTH HEIGHT GREENPORT, N.Y. q 5'-O" 6'-8" 1-3/5" WOOD SLIDING CLOSET DOOR B 6'-0" 7-O" 1-5/4" GLASS DOUBLE ENTRY DOOR SHEET C 3'-0 " 7'-O" 1-5/4" GLASS ENTRY DOOR D 3'-10" -i-O" 1-5/4" GLASS SLIDING GLASS DOOR DOOR & WINDOW SCHEDULE E 3'-0" 6'-8" 1-5/8" WOOD 6 2'-6" 6'-8" 1-5/5" WOOD DOUBLE CLOSET DOOR Tin DATE: 10-14-24 PROJECT No: DRAWING BY: � -,t•,- CHK BY: DWG No: A- 1 07 . 01 P�0 IF CAD FILE No: 8 OF IQ U108ER CERTIFIC--ATIOA APPR VED AS NOTED 0k LEAD'CONTENT BEF0P1:_ DATE: CERTIFICATE TE OF OCCUPA N(., B.P.# SOWER USED IN WATER FEE: SUP,PLYS Y$TEA&CA NN'0� NOTIFY BUILDING [D)FPARTIMENT AT EXCEED 21,100F 1`% LEAD. 765-1802 8 AM TO 4 PM FOR THE FOLLOWING.INSPECT IONS: 1. FOUNDATION - -,'V,'O REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING Priill 3. INSULATION J 4. FINAL - MUST i, AL PLUMBING WASTE BE COMPLETE F,-.7, '.0. A WATER LINES NEED 1,* ALL CONSTRUCTI,:ry S,-iALL MEET THE , NG BEFORE COVERING REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES TRUSSOLACARDING REQUIRED AS REQUIRED AND CONDITIONS OF TOM A ZBA--- � LI NGBOARD 00 NOT PRO0'89DVITH , SQi TRUSTEES FRAMING UNTIL SURVEY" N.Y -! 10 FOUNDATION LOCATION- .U-I _.NP:pBEEN APPR QV. ')CCUPANCY OR Must Provide Manuals JSE IS 'UNLAWFUL D, J and S as per /VITHOUT CERTIFICP NYS Energy Code OF OCCUPANCY Blower door and ductwork testing required. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code I 1 4� I I-,-)RYWELL DES I ON 1 RESIDENGE ROOF = 1,100 SF I PORCH ROOF = 450 SF TOTAL ROOF AREA = 1,550 SF I 200.0' I 2" RAIN = 1.24 GAL/SF — — — — — — — — — — — — — — — — — LuI GUBIG FOOT = 7.45 GAL I I 7— I O I 1,550 X 1.24 = 1,8g7.2 GAL OPEN PORCH 1 �- I m I - VOLUME OF 8' DIAMETER X 4' DEEP DRYWELL I I 15 200.1f6 GUBIG FEET 200.1% OF X 7.45 = 1,503 GAL O � p PROPOSED RESIDENCE 1 10 � TOTAL OF 2 I7Y RWELLS (1,505 X 2 = 5,006) _ I #2 I GRAVEL DRIVE Lu I �----------� I I o I �V I G� I �►Jp�-� , m m 1 I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — � � c- o�► �- �( 208.6' I ��� DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y. 10001 (212)594-0840 I PROJECT 1 1335 GREEN HILL LANE GREENPORT, N.Y. DISTRIGT: 1000 LOT AREA 20,450.6 SF SHEET SECTION: O35 HOUSE $ PORCH AREA 1,555 SF STORM WATER DESIGN BLOCK: 02 LOT COVERAGE 6.7% L07:26 DATE: 3-a-23; 10-20-22 00, 00 FLOT �I �• �I q EOAR�jy PROJECT No: I FLAN`� (1O�E �CMFL AI ` G- G0�5� �I1."y��G DRAWING BY: SCALE 1"=30' 20ONYS RESIDENTIAL CODE ¢ CHKBY: 2020 NYS ENERGY GORE s. 1J: * DWG No: N16 SK- 1 00. 00 CAD FILE No: 1 0l= 1a Oil 51-211 411 . 5'-O" 4" 12'-4" _ NEW EXTERIOR FRAME- WALL5. 2" X 6" 16" OG. WITH 5/4" PLYWOOD SHEATHING G R-20 MINIMUM INSULATION WITH EITHER "ROGKWOOL" 6.5" R-23 OR 3" OF CLOSED CELL 5P_ RAY FOAM_ INSULATION. 4 ❑ UP 2 ❑_ -NEW INTERIOR PARTITIONS- 2„ x 4 g _ O = 16" O.G WITH 1/2." WALLBOARD EACH SIDE --SMOKE / CARBON MONOXIDE DETECTOR 77 LIVINGri _ O _ O (7E 0 - - = DAVID TURNER ARCHITECT, P.C. O 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y.10001 - - - ---- ❑ - �����®� - - - (212)594-0840 - PROJECT - - -=_ -- - -- - I.T ,HEN. -- - - - O --- - - 2 -- 1335-GREEN HILL- LANE- - GREENPORT; N.Y.- Aoo _ _ - - 77 SHEET - FIRST FLOOR """ DATE: 10-20-22 do-... PROJECT No: All. 2 DRAWING BY: A ❑ :. c CHK BY: DWG No: RST FLOOR FLAN �ro.�6'�6� � A- 1 01 . 00 SCALE 1/4"= 1'-0" � ° CAD FILE No: 2 OF I Q - -- - G I/4"=1 -p O N TO 5ELOW F O DAVID TURNER ARCHITECT, P.C.- - 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y. 10001 _ (212)594-0840 _ - - - PR OJECT- - - - - - - --- - - -- - - --- 35 GREEN- HILL LANE - - GREENPORT, N.Y. SHEET ATTIC FLOOR - •�;,���������' I 0-20-2Z PROJECT No: 41 DRAWING BY: CHK BY: DWG No: ATT I G FLAB SCALE 1/4"_P-0" A- 102 . 00 CAD FILE No: OF I Q DAVID TURNER ARC-HITECT, P.C. DATE: 10-20-22 PROJECT No: EAST ELEVATION 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK,N.Y.10001 � DRAWING BY: (212)594-0840 SGALE I/ 4"=1'-O° Ca -,: CHK BY: A i A ;•''_•. � DWG No: PROJECT iLL3 _ �! 1335 GREEN HILL LANE A- 1 03 - 00 GREENPORT, N.Y--. �� CAD FILE No: 4 OF 17 BEST ELEVATION DAVID TURNER ARCHITECT, P.C. DATE: 10-20-22 PROJECT No: 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK,N.Y.10001 DRAWING BY: (212)594-0840 CHK BY: PROJECT �} DWG No: 1335 GREEN HILL LANE ,�� A- 1 04 . 00 _ GREENPORT, N.Y. Q. �Q�� CAD FILE No: �� 5 OF 17 Hill Hill L Ll i DAVID TURNER ARCHITECT, P.C. :�;c DATE: 10-20-22 F ,�u ;'�� PROJECT No: _ 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N'.Y.10001 DRAWING BY: (212)594-0840 ,� CHK BY: NORTH- X AATIOI `� DWG No: SCALE 1/4 =I'—O PROJECT _ � N. �� 1335 GREEN HILL LANE �6 A- 1 05 - 00 Sao• `w GREENPORT, N.Y. CAD FILE No: _ 6 OF 18 FE] - DATE: DAVID TURNER ARCHITECT,-P.C. 10-20-22 �jf PROJECT No: 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y.10001 ���,� � �+. ,,t DRAWING BY: SOUTH ELEVATION (212)594-0840 CHK BY a SCALE 1/4"=I'-O" DWG No: PROJECT r; ;,° - A- 1 06 . 00 1335 GREEN HILL LANE Ate` (•� GREENPORT, N.Y. ® � , ' CAD FILE No: 70F 19 NI I� )ON 5r_,,HEDULE OT1' SIZE T1'FE FINISH SPECIFICATION REMAR<S W. x H. I 2 TRIANGULAR FIXED DOUBLE PANE 2 1� 3'-4" x 5'-8" DOUBLE HUNG VINYL-GLAD ANDERSEN WOOD DOUBLE PANE CLEAR OPNG > 20" w X 24" H (SILL < 50" APP) B 2 2'-6" x 3'-0" DOUBLE -HUNG VINYL-GLAD ANDERSEN WOOD DOUBLE PANE _ 4 2 2'-0" x 4'-0" DOUBLE HUNG VINYL-GLAD ANDERSEN WOOD DOUBLE PANE �� � �LE 'DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK,N.Y.10001 (212)594-0840 w NDW. _DOOMS = - - - - -- FRAME- - - - - - - _ - - - _- -- - -- - - -- - -- - - - -- - _ PROJECT m i�EM���GS T - - - -_--- - -- SIZE -- _-- _MAT'L-. 17� MATERIAL- FINISH THR.---- --4 - - - - - -- - - _ - SET -WIDTH HEIGHT - � -- - - -- -- _ - -- - - - - - - -- --- - 1335-ISLAND-VIEW-LN - A '-O" 6'-8" I-3/8" WOOD DOUBLE CLOSET DOOR REENP R N. 5 B 6'-0" -7-0" 1-5/4" GLASS DOUBLE ENTRY DOOR _ SHEET 3 G - '-O" �- '-O" I-3/4° GLASS - ENTRY DOOR D 5'=O" 7'-o" 1-5/4" &LASS ENTRY DOOR - DOOR & WINDOW-SCHEDULE WOOD - — P 2-6„ 6_8 I-3/8" WOOD WOOD DOUBLE CLOSET DOOR ` ���n9.�.M--x•.,, DATE: I0-20-22 PROJECT No: DRAWING BY: r'' - - - e .k CHKBY: DWG No: Alb.,6, A— 107 . 00 � CAD FILE No: 8 OF la 401-011 loll o - - _-----------'------------ m I I II 30 ACCESS TENT I p 1 I 4 CONTINUOUS - - REBARS - PLACE (12" X 2411). 1 1 I I CONCRETE FOOTING (3,500 PSI) ON UNDISTURBED SOIL - -. TYl=I r_,AL _SECT I _ -NOT TO SCALE • L--J L--J I DAVID TURNER ARCHITECT, P.C. I 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y. 10001 1 1 1 (212)594-0840 PROJECT - - GREEN HILL- LANE 3011 ACCESS VENT --GREENPORT,-N.Y.- SHEET — - - FOUNDATION PLAN L----_---------------------------------------------------------------J I .�• .. .., I A 10-20-22 L ------------------------ — -- — —— ————— ——— — PROJECT No: DRAWING BY: CHK BY: DWG No: A- 108 . 0 0 CAD FILE No: q OF 17 40'-0" 2" X 12" CIS" cc-\ 2-2X12" HEADER I - I -I - - - - - - - - - -- - ci I__ I - I I I I I DAVID TURNER ARCHITECT, P.C. I I I I I I I I I I I I I I I I I I I I 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK,N.Y.10001 (212)594-0840 . PROJECT .- -- - - - - -1335 GREEN--HILL-L--LANE-- - - --- --------- - I I I I ICI I I =1 I I I I - - - , -F I , , GREENPORT, N.Y:.. I -_ _I_ _.I SHEET . ._ FIRST FLOOR FRAMING PLAN DATE: I0-20-22 - " T PROJECT No: DRAWING BY: CHK BY: DWG No: A- 1 0 OF—�1 CAD FILE No: IO OF ICI 2" X12" @15" 00 - . = - - - - -I J i i I i ( I I I I I I I _ I - - l i l I I 1 I I I I 1 1 1 1 1 I I I I I DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK,N.Y. 10001 I I I I I I I I I I (212)594-0840 PROJECT - - - - - - - - -- I- I - -I -I --I 1- I 1335 GREEN-HIL-L=LANE- - I I I I I I I I I I GREENPORTN.Y. I I _1- I- I I - 1 -1 i t iiiiiiiiiiiii , SHEET IIIIIII ! ! IIII ! I I I I I I I I 1 I ATTIC FRAMING PLAN - Ile - �� � DATE: 10-20-22 PROJECT No: 9$ DRAWING BY: y CHK BY: �" �•iY'" DWG No: A- 1 10 . 00 CAD FILE No: 11 0F 1 401-011 2"XIO" (924" O JOE 1I I I I I I I I I I - ROOF DIAPHRAM FRAMING FOR 130 MPH WINS AS PER 2015 INFOM (3.5.5) 2" X 10" RIDGE I _ I f I . - 1 -1 . -I I _ _ I = -- r N I I I- I I I_ I �- - 1 1 1 1 1 1 1 1 1 . I I I I I I I I I I I I I f--- DAVID TURNER ARCHITECT, P.G. I I I I I I I I 1 - - _ 366 WEST 30TH STREET, FIRST oF,�LOOR, NEW YORK,N.Y.10001 (212)594-0840 - �! PROJECT -1335-GREEN -.HILL LANE - - _ GREENPORT N.Y. I . I 1 1 I 1 1 1 1 1 1 I - I I I I I I I I. I I I I SHEET . - - ROOF FRAMING PLAN I I I I I 1 I I I I I I I I I I 1 I I 1 _ � `t ' DATE: IO-20-22 PROJECT No: J DRAWING BY: �C a CHK BY: DWG No: A- 1 11 . 0 0 CAD FILE No: 12 OF 11 I" AIR SPACE ABOVE D LC (U, l� TORCH DOWN ROOFING C �� 1V� I� 5/5" PLYWOOD SHEATHING 2"3c10" ROOF RAFTERS (p 16" O.G. FEB i d 2o23 L I YE LOADS R-55 GATT INSUL. FLOORS 40 LBS PER SF "jvvjVOFgOUTydL® ROOFS 30 LB5 PER SF STAIRS 40 LBS PER SF GUTTER 5/5" 5HEETROGK EXTERIOR BALCONIES 60 LBS PER 5F I" WOOD FACIA 18 WIND LOAD 130 MPH SNOW LOAD 20 L55 PER SF 5/5" WOOD SOFFIT p SEISMIC CATAGORY B - W/ BIRD SCREEN 2" x 6" PLATE 5/5" OAK FINISH FLOORING __. 5/4" PLYWOOD SUB FLOOR _- L5.20 WITH 4 S:d_COMMON NAIL5_EA0H END WOOD 51DIN5 YV./ BUILDING PELT _- 5/8" PLYWOOD SHEATHING - _ - _ - - - 2'`-x 6'-' @-16- :- R-25 BATT-INSULATION - -- - - - W/ I" AIR GAP 2-2" x 6 PLATE DAVID TURNER ARCHITECT, P.C. G520.WITH 4 Sd COMMON NAILS EACH END 5/8" BOLTS WITH SQUARE 1`21=25 BATT INSULATION WASHERS (g 36 O.G. VV I" AIR GAP 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y. 10001 (212)594-0840 CONTINUOUS METAL FLASHINS - - PROJECT - 10" GONG FOUNDATION -_ --- -- - - -- 13- - - - --- - - - - - - -- -- -- - - - - 35 GREEN HILL LANE --GREENPORT, N.Y. 1.5' RIGID IN5ULATION p - 4" CONCRETE RAT SLAB - TOTAL R-25 m - - # 10 NM SHEET = - TYPICAL--SECTION METEIN I tEm � F 4 p� � DATE: I-20-25 PROJECT No: DRAWING BY: 12" X 24" CONCRETE FOOTING CHK BY: DWG No: a`s a — — A- 1 12 . 0 0 T)'F I CAL SEAT I ON NOT TO SCALE CAD FILE No: 13 OF I q _ ®II 6 THE E S g 10 I I II 5 RISERS @ T°5 I I - o II OAK TREADS WITH 20 II I" NOSING ( STAIN ) THK.56 YELLOW PINE iQ -RISER (-PAINT GRADE YELLOW PINE STRINGER ( PAINT - GRADE ) 14 THK. . - _ NOT TO SCALE _ _ OAK:TREADS. -WITH-, _ - - I" NOSING ( 5TA 1 N ) ill 14" TH< DAVID TURNER -ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK,N.Y. 10001 - (212)594-0840 _ --. -- - PROJECT - - - - - _ - -- - ---- - -- 1335 -GREEN HILL LANE - GREENPORT, N.Y. STD -R- FLAB - - SHEET NOT TO SCALE - -- -YELLOW PINE - STRINSER OUT OFYELLow PINS STAIR DETAILS RISER ( PAINT - - - - -- - 12" DEPTH ( PAINT GRADE GRADE )3/4" THK. DATE: 10-20-22 PROJECT No: DRAWING BY: CHK BY: — GROSS T O I Vi 1f 4 DWG No: NOT TO SCALE /� - 113 . O O 1 1 o.t61... w�� - CAD FILE No: 14 OF 1 1:� \ 2" X 10" PT P 24" O.G. - 5/4" X g" WOOD DECK PUNKS — "24" ISTS d� _ - NEW. 2 x6 P.T BOLTED i TOG.ETHER-WITH 1/2" BOLTS UP 4" x 4"-POST METAL- BASE HOLDER : - FO_R WOOD POST"= _ - I= -- -- - _-. JL _ . u - u 5"x Ip" -WO O -L DGER BOLTED LINE _ TO-EXIST. WALLUSE-TEG O-=ASTE-NERS -- - — — _ . FOR -JOISTS _ "DAVID TURNER ARCHITECT, P.C.= _—_—_ 366-WEST 30TH STREET;FIRST FLOOR, NEW YORK,N.Y. 10001-- -- I (212)594-0840 OkOJECT -- - 1335-GREEN-HILL-LANE - - - - GREENN.Y.- -PORT NY - - NEW GONG. SONOTUBE - I - - - SHEET - - - - FOOTI R W - NE - - ------------ WOOD POST PORCH FLOOR FRAMING . ------------� SONOTUBE FOOTING ----------� _� _ AS PER DETAIL DATE: 1-20-23 � � j;�4 s`�`� �•-,��3�� PROJECT No: DRAWING BY: - •^s CHK BY: 12 ZL {R DWG No: \ / .��g i161f►2 A- 1 l4 SECTION THRU DEC,< ORC/H FLAN CAD FILE No: 15 0 Iq NTS SG,4LE I/4"= I'-O" -- — ------- 2'! X S" RAFTERS @ 24" O.G. � x 10 WOOD LEDGER BOLTED - TO EXIST. WALL. USE TE(rO FASTENERS FOR RAFTERS. ---=-=---=--1 DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK,N.Y. 10001 (212)50470840_ - -- - - - 133 5 GREEN-HILL LANE ORT; -N.Y. - GREENP -=-- -----� - SHEET _ -- - - �__ - PORCH ROOF FRAMING ----------_- I �6 DATE: I-20-23 + ' PROJECT No: s p ,,.jk� DRAWING BY: _��7F Ej -- .� CHK BY: — ° ' ya DWG No: leiow= � � - A- 1 14b . 00 FOR�H ROOF FRA I `�� � Qp��nr � CAD FILE No: SCALE I/4"= I'-O" 15 OF la 4" x 4" PT ON GONGRETE SONOTUBE 4' DEEP 1 ( 1 f 1 I 1 2 X PT g O.G. _ _ 2-2" X 10" PT 1 J-_�L_- _ J-_-L_--J:_-J-- -1--j-==L_-1_-J-_L - -� 1------------� = 00 -_ - 1=-- __=_---- , = DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK,N.Y. 10001 (212)594-0840, : _ PROJECT - - - - - -1 - - - -- =-- - - __ 1335 GREEN HILL-LANE - - -- �� GREENPORT; N.Y:_ - SHEET - - - PORCH DETAILS - - ------------ _ DATE: 10-20-22 � PROJECT No: - �\\ � -- ❑ - - - - ��-� �,�r '�'3�� DRAWING'BY: 7op / CHK BY: DWG No: A- 1 14 . 00 FORTH FLAN � , N 5GALE 1/4"= 1�—O" CAD FILE No: 15 OF IQ VENT RISER . i 211 - - TUB . N►/c211 - -4" ATTIC, FLOORy - - VENT -RISER - . . l DAVID TURNER.ARCHITECT, P.C: LAV I D•y`► I 2 GOMP. SINK 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y.10001 - - - TUB I 1N/G I _- __ : . I PROJECT - - --- - - - _ - 1335-GREENIHILL LANE_ - .- GREENPORT- N:Y. -VlASTE STAG" - - - - - = SHEET PLUMBING RISER C q q DATE: I0-20-22 PROJECT No: DRAWING BY: - - FLU1 �5I NO RISER D I AORA t? CHKBY: _ 4 a �• DWG No: NOT TO SCALE s �0 1616'� A- 1 15 - 0 0 �F N" CAD FILE No: 16 OF IQ MODEL"MSC4"USE 10-16D NAILS---N\,,\ ROOF RAFTER RAFTER TIE @ 16"O.C. TO HEADER, 18-1 OD NAILS TO MODEL"CS20" RIDGE&26-1 OD NAILS TO VALLEY ATTACHED W/(4 `16„ RAFTERS AS PER MGF. 8d NAILS MIN.A� SPECIFICATIONS BOTH ENDS RAFTER CONNECTOR lo, o c o 16" 0 0 ° ° ° @ 16"O.C. 00 0 0 RIDGE MODEL"H2A oo \l ROOF RAFTER � DOUBLE o RIDGE - ° ° RIDGE o TOP PLATE m r ° o 'o 1 ° VALLEY RAFTER a 0 0 0 (@ CATH'L CLGS.) ° ° 0 0 0 LSU26-(2x6), ° ° o VALLEY RAFTER 0 WALL STUD o " - LSSU28(2x8,2x10&2x12) ° 0 NOTE:-THIS DETAIL IS-UTILIZED WHEN WALL-STUDS ALIGN-DIRECTLY- ROOF RAFTER W/RAFTER.WHEN RAFTER AND STUDS ARE NOT ALIGNED, USE CONNECTORS IN DETAIL"S2"&"T"ON THIS PAGE RAFTER-TO-TOP PLATE TO STUD CONNECTION @ 16"OC_ RAFTER-TO-RAFTER - VALLEY RAFTER-TO-RIDGE - - - S WHEN STUDS ALIGN WITH RAFTERS YP. @ EACH RAFTER_ ___ CONNECTION TYP. _ CONNECTION T MODEL "H2A" BY SIMP50N STRONG _TIE - — MODEL "05"4"LSU" BY- SIMP50N-_STRON6-T-IE- _-MODEL "MSG" BY SIMPSON STRONG TIE-. - - DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK, N.Y.10001 (212)594-0840 PROJECT - - - - - - - - - 1335 GREEN HILL- - LANE - - - - - - - - - - i -GREENPORT, N.Y. m H2,5A _ SHEET - ° - ° H2,5A MT MTS _ ; _ MISC DETAILS - MTS MTS • � ,�1� �,A j• DATE: I0-20-22 PROJECT No: 6. DRAWING BY: • 1�1 T „ 4 +t CHK BY: DWG No: NOT TO SGALE H2 5A VN I TH T I TEN IHD I ANC__-/H0R - OF A- 1 16 . 00 NOT TO SCALE CAD FILE No: 16 OP Iq NA I L I NCG 5GHEIDULE GONNEGTI ON NAILING I. JOIST TO SILL OR GIRDER,TOENAIL 3-8d -2.` BRIDGING TO JOIST,TOENAIL EACH END 2-8d H I &H K I, �D_ STR APING A NI�) G O I `VECTORS - - - 3 P X(0"5UBFLOOR OR LE55 TO JOIST,FACE NAIL- 2-bd THESE DETAILS HAVE BEEN DESICSNEL), IN CONFORMANCE WITH THE 4. WIDER THAN I".X 6"SUBFLOOR TO EACH JOIST,FACE NAIL. °WO D F G STRUGTION MA / P -20 S)'� • O _ __RAME - ON MANUAL (AN51 AF:� A_ WFGM 1 _ S. 2"SUBFLOOR TO JOIST OR GIRDER;BLIND'AND PAGE-NAIL 2=16d WIND SPEED OF I30 MPH - • 6. SOLE PLATE TO JOIST Op,.BLOCKING,TYPICAL FACE NAIL Ibd o 16"O.G. SOLE PLATE TO JOIST OR BLOCKING,9 BRACED WALL PANELS 3-16d PER 16" R. TOP PLATE-TO STUD AND NAIL 2-16d .;-8. STUD TO Sol ..PLATE 5di TOENAIL OR 2=16d,END,NAIL .., .. .: - L= T R A L= RAM I I `�0 O I `�I `� �T I O I `� '(T .J� . - 4. bOUBLE STUDS FAGS NAIL: V - _ 10.. DOUBLED.-TOP PLATES,TYP FACE NAIL Ibd ® I6"O.G. BP�SE TOP-OF WALL = . 8 16a- = . U - 3 ,MULTI:,L-:IER. .• - :DOUBLE SOP PLATES LAP_SPLICE,_-:__-_ 2 xG C� I6__tiO..G. ( SEa-I.3 - . - - - - - - 1L BLOCKING BETWEEN JOISTSI OR TOP PLATES TOENAIL _ FOR IO WALLS-15� 8d m 6""O.G• y 12. RIM JOISTS x. ( .S3)- " -208`8 Bs- -(SUETION) - _ 13. TOP PLATES,LAPS AND-INTERSECTIONS;PAGE-NAIL ' 14: CONTINUOUS HEADER,TWO-PIECES; Ibd a Ib"-O.G.-ALONG EACH EDGE-- - - - - - ` = 3-Sd - - - = - _PLATE TOENAIL- .- -- - - - - - _15.. CEILING JOISTS TO. -'- - - ' .. -- -- — ' - -. _ . -.; Ifs.'GONTINUOU5 HEADER TO STUD,TOENAIL 4-Sa - ---— - J - 316d - --...17:.-CEILING JOISTS,.LAPS-OVERRART.ITIONS,:FAGE,.NAIL._:..;.�-.,. - ' DE-A_D—LOA I8."GEILI-NG JOISTS TO PARALLEL RAFTERS FACE NAIL �� - - — - - _ - - 4 USE-2.O.:MULTIPLIER) - - - - -= ROOF JO I;ST SPAG I NG-..� 2 _ (_ - __- _ - - _ - - 19:- RAFTER TO PLATE TOENAIL -: _..__ _.. - _ _ _ - - - - -- — --- T : _. WAL--L..STUD--SPAG.1 NCG-:�.- 16, ( FLOOR_ JQ I S . _ a . _ .- - - r - - _ 20. 1'BRACE TO E/CGH STUD_AND PLATE FAG_-NAIL"" -- - - __. - - --.-. - 1-2' °SPAN = 18Q :__. - 21,_ I"xb" SHEA-n4iNG OR LE55 TO E4GH BEARING,PAGE NAIL 2-Sd - - _ 24 SPAN = 306 - - _ - - - DAVID TURNER ARCHITECT, P:C. .22 WIDER THAN 1"x6"TO EACH SEARING,FACE NAIL 3-8d f0 - - - _ _ _366 WEST 30TH STREET, FIRST-FLOOR,NEW YORK,N.Y.N Y 1 01X. - _ __ ,. 23. BUILT-UP CORNER STUDS 'Ibd s 24"O:G: - ROOF--TO�WALL OF SEAM I S�f x 594-0840 - - 24 BUILT-UP GIRDER-3 BEAMS- 20d®-32 -O.G.:® TOP AND;_. - - - �� - - - - - - - - - - h x (2 _ - = - = BOTTOM.d-5TAGGERED 220d, - ND --- - - : - - - _ _ _ 5. _ = _- - _ ;.�. - =_ 1335 GREEN HILL-LANE: w _ WALL TO FLOOR_TO WELL. lBq x (1.33) _251 _LB - =- 25 2'PLANKS__.. 2=16d'®-EACH BEARING _ X 401 LBs. :GREENPORT N.Y. 26. WOOD-STRUCTURAL-PANELS AND PARTICLEBOARD.•. 506FLOOR;ROOF AND WALL"SHEATHING(TO FRAMING)(P=25.4 mm) - ` -- '"I/2 AND L'E55 - - - - - 6d-(S) -- ---- - - - -- - - - -- - - SHEET' II - IIII _ 111/52" -_5/4" 8d (4) OR bd (5) O�TL OO - _lam L-I_ .T._.L OA S __(TA5_L= �) .- - /8' MISC. DETAILS 11/4"' 10a(4)OR as(5) OUTLOOKER SPACING OF 24" O.G. COMBINATION SUBFLOOR-UNDERLAYMENT(T(::i FRAMING)(I"=25.4"mm) 5/4"AND LESS 6d (5) -UPLIFT LOAD OF -744 L55 as (5) e, ATE: I0-2.0-22' 11/8"- I I/4" IOd(4)OR 8d(5) �� Qaa r• �v�:y PROJECT No: 2-T. PANEL SIDING(TO FRAMING) f � DRAWING BY: I/2" OR LESS bd (6) ' ad (6) - -•SILL FL=AT�_- TO ._FOU `l�ATI .`� _I.O _ T A5L .2I ' CHKBY: DWG No: 28. FIBERBOARD SHEATHING FOR A 2 STORY 5U I LI7I NS 32' LENSTH USE M I NUMUM -7 5/8" BOLTS NO. 11 GA. (6) A- 1 17 . 00 bd. (4) �� �O.�6��.,tU�:. NO. 16 GA. 01) ,1 20/32" NO. II GA. (5) _ `V �-,,� CAD FILE No: I8 OF 11 8d (4) NO. I6 GA. (9) GENERAL NOTES I. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW PLUMBING YORK STATE AND LOCAL BUILDING CODE, FIRE DEPARTMENT REGULATIONS, THE NEW YORK STATE BUILDING CONSTRUCTION I. ALL PLUMBING WORK MUST BE PERFORMED BY A LICENSED MANUAL AND LOCAL BUILDING CODES, UTILITY COMPANY PLUMBER REQUIREMENTS, AND THE BEST TRADE PRACTICES. INCLUDING NY5 ENERGY .CONSERVATION AND CONSTRUCTION CODES. THE MOST 2,. ALL BRANCH PIPING SHALL BE NEW BACK TO THE SUPPLY RISER, STRINGENT SHALL APPLY. AND BACK TO THE WA5TE/VENT STACK. NEW SHUT-OFF VALVES 2. BEFORE COMMENCING WORK THE CONTRACTOR SHALL FILE ALL SHALL BE BETWEEN THE RISER AND THE FIRST WALL PENETRATION REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF WITH DI-ELECTRIC FITTINGS AS REQUIRED. BUILDINGS, OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES 5. R15ER.DIAGRAM FOR WASTE AND VENT MUST BE PROVIDED FOR REQUIRED BY GOVERNING LOCAL AND NEW PORK STATE AGENCIES. THE KITCHEN AND BATHROOM WHEREVER THERE ARE FIXTURE RE- 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN, _ LOCATIONS OR CHANGE.IN TYPE (I.E., TUB TO A SHOWER), THE FIELD PRIOR TO-COMMENCING. WORK.AND_SHALL REPORT ANY DI5GREPENGIE5 BETWEEN DRAWING_S ANF FIELD CONDITIONS TO THE 4. PLUMB_ER MUST CHECK EXI5TING WASTE AND VENT LINE5'TO BE ARCHITECT. FREE OF OBSTRUCTION. 4. FURNISH-ALL LABOR, MATERIALS, APPURTENANCES;-EQUIPMENT" r -AND SERVICES""NECE55ARY AND REQUIRED.TO COMPLETE ALL-WORK - 5: WATER SUPPLY NOTES OR DIAGRAMS-MUST IhIDIGATE BACK FLOW _ IN THIS SECTION AS INDICATED ON THE DRAWIi�l75 AND 7 OR _ PREVEN'f10N DEVICES ON ALL HARD-PIPED 1=1XTURES AND SPECIFIED HEREIN. _ - APPLIANCES. THIS APPLIES TO REFRIGERATOR ICE MAKER_(IF ANY). AND DISHWASHER. 5. EXAMINE THE CONDITIONS AND PREPARATIONS MADE FOR THE PERFORMANCE OF THIS SECTION OF-WORK AND NOTIFY ARCHITECT 8. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING FOR HOT OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY AND GOLD WATT`R SUPPLY ADJACENT TO MASTER SHUT=OFF_ _COMPLETION.OF THE WORK. DO NOT PROCEED WITH THI5 WORK V,LVE5 - UNTIL-ALL CONDITIONS ARE MADE SATISFACTORY FOR SUCH - CHECK VALVES MUST BE-QUIET-TYPE. - PERFORMANCE OF WORK. _. - - -. - _ - - _ - - _ - = _• 6:ORDER-ALL SPECIFIED MATERIALS AND-FABRICATED ITEMS-WITH - - - - 5UFFICIENT.LEAD TIME SO AS NOT TO_DEL^Y WORK IN ANY MANNER.- _GAPPING_PIPING AND CONDUIT _ -- - 7: MINOR DETAILS NOT•,USUALLY-5HOWN-OR:SPECIFIED, BUT - - NEr;CS5ARY FOR PROPER CONSTRUCTION OF ANY PART.OF THE 1, _ ALL ABANDONED PIPING AND "CONDUIT REMOVED FROM SERVICE WORK SHALL BE INCLUDED AS IF THEY WERE .INDICATED IN-THE SHALL BE TERMINATED AND GAPPED OFF AT THE NEAREST LIVE <JOINT OR JUNCTION BOX. NO ABANDONED 5ER�1GE5 SHALL JUST -DAV I D_TU RNE R-ARCHITECT, P.C._. DRAWINGS. BE GUT AND LEFT IN PLACE WITHOUT REMOVAL BACK TO THE 8. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES "LIVE" POINT, AND PROPERLY TERMINATED TO MEET CODE. 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK, N.Y. 10001 WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING (212)594-0840 MANAGEMENT. - - PROJECT a: THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURE_5 - -- - - - - - - -- - - - -- - - - - - - - - - - WITH-'THE-REQUIREMENTS OF L.OGAL AUTHORITIES AND BUILDING- -- �ELEGTRIGAL _ 1335 GREEN HILL LANE MANAGEMENT:- - ° - - - . _. - - -- _ - - - - - - - - - - - - a --- - - - - GREENPORT, N.Y.- 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION I. ALL ELECTRICAL WORK MUST BE PERFORMED BY A LICENSED OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED ELECTRICIAN. - - CONSTRUCTION AREA. THE CONTRACTOR SHALL-DESIGN AND - - - - - S_HEET. INSTALL ADEQUATE SHORING AND BRACING AFOR ALL STRUCTURAL 2. DUPLEX OUTLETS WITHIN &FT OF SINKS ARE TO BE GE'GI TYPE. GENERAL NOTES OR REMOVAL" TASKS.-" THE CONTRACTOR SHALL HAVE SOLE - RE5PON51BLITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR -5. ALL --ABANDONED ELECTRICAL- BOXES WITH REMAINING WIRING DURING THE EXECUTION OF THE WORK. ENTERING OR LEAVING SHALL REMAIN ACCESSIBLE WITH = REMOVABLE COVERS. ` II. THE CONTRACTOR SHALL LAY OUT HI5 OWN WORK, AND SHALL �.�', t �/ Dare: 10-20-22 PROVIDE ALL DIMEN51ONS REQUIRED FOR OTHER TRADES (PLUMBING, �� ELECTRICAL, ETC.) 4. THE ELECTRIC PANEL AND INTERCOM PANEL CANNOT BE D, i�T ;•,, RE-LOCATED WITHOUT SPECIFIC WRITTEN APPROVAL. R 12. PLUMBING AND ELECTRICAL WORK . SHALL BE PERFORMED BY DRAWINGWINGOJECT B BY: PERSONS LICENSED IN THEIR PROFESSIONS, WHO SHALL ARRANGE 5. ALL RECEPTACLE, SWITCH, OR LAMP HOLDER BOXES SHALL BE K CHK Br. FOR AND OBTAIN INSPECTIONS AND REQUIRED 516N-OFF5, :_ = ' SET FLUSH TO FINAL FINISHED SURFACE. EXTEND EXISTING BOXES � �•-��`� DWG No: 15. A5 NEGE55ARY OR UTILIZE PLASTER RING5 OR OTHER DEVICES TO AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE THE CONTRACTOR SHALL DO ALL GUTTING, PATCHING, REPAIRING ' ENSURE THAT A CONTINUOUS GROUNDED METALLIC SURFACE IS IN A �- A- 1 18 . 00 DRAWING PLACE BETWEEN BOXES AND FAGEPLATES.5, AND ALL OTHER WORK THAT MAY BE REQUIRED TO OF� COMPLETE THE JOB. CAD FILE No. la OF Ic