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HomeMy WebLinkAbout50012-Z of SOpryo`o Town of Southold * * P.O. Box 1179 • o 53095 Main Rd COURV, � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45860 Date: 12/20/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1275 Ruch Ln Greenport,NY 11944 Sec/Block/Lot: 52.-3-14.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 10/16/2023 Pursuant to which Building Permit No. 50012 and dated: 11/09/2023 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 front entry and rear screened porch with roof deck as applied for. The certificate is issued to: 153 Herricks LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1241 12/8/2024 ELECTRICAL CERTIFICATE: 50012 12/02/2024 PLUMBERS CERTIFICATION: Adrian Konior 11/20/2024 ti- A thor e Si ature 0� 4' TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50012 Date: 11/09/2023 Permission is hereby granted to: David G Hoffman 225 Fifth Ave Apt 11E New York, NY 10010 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. AMENDED=9%13%24for-den olitian"'and<r-'econstr.`ucCion'of"a existm'" s'n- lei g� gli farm y dwelling s appl d for Premises Located at: 1275 Ruch Ln, Greenport, NY 11944 SCTM#52.-3-14.1 Pursuant to application dated 10/16/2023 and approved by the Building Inspector. To expire on 05/10/2025. Contractors: Required Inspections: Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,875.00 CO-ADDITION TO DWELLING $100.00 ELECTRIC $250.00 A�me'n'dment�Fee?,,.�' $261-�25 Total $2,486.25 Building Inspector o�StlFFQIK TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT 0 TOWN CLERK'S OFFICE o • SOUTHOLD, NY 'yfj01 �;a0�' 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#: 50012 Date: 111912023, Permission is hereby granted to: Hoffman, David 225 Fifth Ave Apt 1.1 E New York, NY 10010 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. r At premises located at: 1275.Ruch Ln, Greenport SCTM #473889 Sec/Block/Lot# 52.-3-14.1 Pursuant to application dated 1 Oil 6/2023 and approved by the Building Inspector. To expire on 6/10/2026. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,875.00 CO-ADDITION TO DWELLING $100.00 Total: $1,975.00 Building Inspector OF SO!/�yQl h O Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 h� sean.devlin(a-)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Hoffman Address: 1275 Ruch Ln city:Greenport st: NY zip: 11944 Building Permit#: 50012 Section: 52 Block: 3 Lot: 14.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Joseph Mauro& Son License No: 4492ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 8$ Ceiling Fixtures 24 Bath Exhaust Fan 7 Service 3 ph Hot Water Gas GFCI Recpt 16 Wall Fixtures 9 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 55 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 5 Transfer Switch UC Lights Dryer Recpt G8S Emergency Strobe Heat Detectors Disconnect 3 Switches 72 4'LED Exit Fixtures 11 Sump Pump 11 Other Equipment: Fridge, Mini Fridge, Oven, Hood, DW, Micro, W/D, 200A Panel 40 Circuits /40 Used Notes: Two Story w/ Finished Basement Inspector Signature: cc Date: December 2, 2024 Copy �osufFOt Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O. Box 1179 C* Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. 2- Owner: 14EV-?ACr..,5 LL.C, (Please print) Plumber: al)Z(A- hJ KQN (OZ (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 Z-0 day of . &Oc-Vemlp, 20-,2 M01 U.Majewski NOTARY PUBUC,STATE OF NEW YORK Regiistr&600 NO.OIMA6392440 Qualified in Suffolk County Commission Ezpj�rma OV2 Notary Public, 5k& 2a County hO�*pF SOUTyO<o # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [\ � UNDATION 1 ST/ 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: 0 a,/ V�►'I 1 bYh c. �� I/c� Ro DATE 01 l6 70 INSPECTOR AV/U/MZ OF SOUT ICJ L 14979! `� '�-"�' `e lI - # # TOWN OF SO_UTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ]' ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION jj ELECTRICAL (ROUGH)' [ ] ELECTRICAL (FINAL) /[ ]� CODE VIOLATION [ ] PRE C/O [ ] RENTAL , REMARKS: 9rv1� r �e &mac DATE N J INSPECTOR OE SOUIyo`o TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 �, tvlNSPECT ON [ ] FOUNDATION 1 ST/ REBAR [ ] UGH PLBG. [ .] FOUNDATION 2ND I ' INSULATION/CAULKING ] -FRAMING/STRAPPING [ ] FINAL [ ] . FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION f ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL'(FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f'fL V kwt� V/4 u OUT,( — (.pm n<4f wvv olm ve, W r�► �f_L_6 k /Zsc4ae, .r kfivvivis v'i R 1 DATE ! INSPECTOR SOGTyOIo ��� ` 2,e7,,G7 � TOWN OF SOUTHOLD BUILDING DEPT. "����►� 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ 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: 1�1D Mf A1,00A iv_-ark ho,�E 4 6SVMM� 644�_MZ�410,�P4 r �a8v 4 re 01j, A�2,Ct �o `y L,7 DATE 1111419,q INSPECTOR- # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1-ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULAnnTION/C LKING [ ] FRAMING/STRAPPING [ FINAL�.l�o" AI& [ ] FIREPLACE & CHIMNEY [ ] .FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O [ ] RENTAL REMARKS: 6l wok y �ob�'r1 swvoD A nze�rlL k.00, DATE INSPECTOR _. �-r...� •..,.�r.:.y.�ynv._`�w... {�,.-_ .S'= w.y.. ... - ,.......ter..•++!ey1i101���"' �. :...r• _ i. ..mow - w._........�-.�...... m...........w--+..,cam--�.�-.......�. 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M f i .a. j �'� j �_ �_ a ..ter. �.. m _ .. ,�,�,,,. o...,,,, .�,.v.,, T�i�J .o 1 _._. .s.. y ��---- �. ... �_ _. ..,. s �. ,,,, .._m._ I ,5 i ar a tK Re Rea's Spray Foam Insulation LLC 11/13/24 3 Fairview Ave Letter Of Certificate Port Washington, New York 11050 (616) 698-6976 Job Address 1275 Ruch Ln Southold N.Y11971 Customer : Adrian Konior 646 413-4604 hereby certify that Rea's Spray Foam Insulation LLC, installed the following product, materials listed below: **Thermoseal 800 ** Open cell **Thermoseal 5 G ** Closed cell *Description of Job* 1) Attic slopes 10" open cell R38 value 2) 2nd floor exterior walls 3.5" open cell R15 value 3) Basement exterior walls 2" closed cell R15 value * Window Foam and fire caulking *DC-315LOK Thermal Barrier* * These products applied in conjunction with one another in property Attic Measurements include Attic Slopes 10" open cell R38 value Angel Rea President Rea's Spray Foam InsulationLLC. ---------- rt 'I D"i xct` ,� ,i gh�tnyess' 'pe Bu -g- En :2018-ItCCig�iu 46Ae2020'NewVdik'Stafe�gu�plemen Supplement, 6nwRA 02A.1.2 and R OMA!, "est" at&ll Othol 'T_ D 3/1014, TOAA,27 lhicfi L'i d;`,,,NY-1497 Adilress,d.T 75 apej,,SiD Compliance B'O* difig? "fiftA,errPerformance JC4 Complete&by Chistopher Silvia 'RESNET:Ra"tei" DW 41502 4, I #; Robf6'Ehergy TE-ID Street 187-Emt Main; -.-,ICC TUW -7, I-qunf!hgtog",NY # T; Building i7lghtnis Voluine:,C"a'!,.cul.a,tiiDn.,:,- Area . 'Ej,Con'di*ti'dh'e'd',Crawl-z�pace 1544- -4,2`476,aserhent 1% - 2 1496,' Z ac=000mmilltKANS11176.5,except,theit'iconditidnh'o'6d� o'r, Ac - A " -�qr ea�!pqIu' ,p s.4 e_raT s"I!-W fi hfis!l?��,t han,5 A - 39381. T we 4 Total. volume J _ @5 .c -�,'C.-F Q. C eom anee PassDuct Tightness. Post Constructilon'Tfe t4,TotA`,'iDgc-t,L iika Duct+L== 7: floorL&ea. - Leakage, CF25pa q V:ft-2 11'C FA Code Compliance: Ductlopatibil -C C F ­106A 0 e:,, dmOliqfpe: j2.CO C 'Leiakag'e W P 9ys&ni3: Duct Location*' ;L , i �Ioqrk J Area r-7-7 I Ic L,6kage��. Code,Co mpliances' , A, ndildi kenvelb"ip"d tightnesstnes§,hjsl­be'en' rAO' 9'- ndjcohd6cteO,I-n,,accordance wit hiR ESNU/ft C-;986,A ST'M:E779' rAST,Ml,E'I8 27 as . ;requred;by 201 IECt,as amended te,SuppI6meA tettIon A402`411.Te*building ldbct,66djpIqnqm system fiis been.Vekfie��as,�6qOkpdfiw the-018AECC,as�amdnded�4j,2020I New York State'$uOOle e 5ettion c_liriS.6phWs Nia,,,.. ome, .0 U66's, *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 HOME ENERGY Load Short Form Job: 1275 Ruch Lane s 01.u T 10 t3 s Date: November 19,2024 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-energysolutions.com/ Project • • For: 1275 Ruch Lane, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/2 Design TD(°F) 64 9 Pressure/ACH/AVF 50 Pa/2.8/1572 cfm Daily range - M Inside humidity(%) 35 51 Moisture difference(gr/lb) 34 29 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 °F 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) AH1 3537 27463 15589 800 800 AH2 1496 22107 11382 710 710 ENTIRE HOUSE 5033 49569 26159 1510 1510 Other equip loads 8009 1126 Equip. @ 1.00 RSM 27286 Latent cooling 4938 TOTALS I 5033 I 57578 I 32224 I 1510 I 1510 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wri 2024-Nov-1916:42:31 �+` e.wu•ra.y»..�+.+s¢z+a RightSuite@ Universal 202424.0.03RSU26249 Page AM ...ss Jobs\1275 Ruch Lane\1275 Ruch.Lane ManJS.rup Calc=MJB House Front faces:SW H®M E ENERGY Load Short Form Job: 1275 Ruch Lane SOLUTION S Date: November 19,2024 AM 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-energysolutions.com/ Project • • For: 1275 Ruch Lane, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(*F) 8 84 Method Blower door Inside db(°F) 72 75 Shielding/stories 3(partial)/2 Design TD(°F) 64 9 Pressure/ACH/AVF 50 Pa/2.8/1572 cfm Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model ML296UH045XV36B-* Cond ML14XC1S024-230A** AHRI ref 202575920 Coil CK40CT-24B-0*+ML296UH045XV36B*+TDR AHRI ref 214628125 Efficiency 96 AFUE Efficiency 12.2 EER2,14.7 SEER2 Heating input 44000 Btuh Sensible cooling 16800 Btuh Heating output 42000 Btuh Latent cooling 7200 Btuh Temperature rise 48 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.029 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) BATH 1 53 682 380 20 19 BATH 2 50 0 0 0 0 BEDROOM 1 197 2207 1088 64 56 BEDROOM 2 177 2070 682 60 35 BEDROOM 3 154 1119 657 33 34 CABANA 179 3293 1661 96 85 ENTRY 236 801 153 23 8 FAMILY ROOM 463 6038 3970 176 204 KITCHEN + LIVING 630 4075 4745 119 243 POWDER 1 63 275 3 8 0 POWDER 2 47 774 346 23 18 REC ROOM 1289 6129 1904 179 98 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoI I- 2024-Nov-1916:42:31 ...as Job RightSuiteeuniversal202424.0.03RSU26249 Paget 7l275 Ruch Lane\1275 Ruch Lane ManJS.rup Calc=MJ8 House Front faces:SW AH1 3537 27463 15589 800 800 Other equip loads 6431 1901 Equip.@ 1.00 RSM 17490 Latent cooling 3779 TOTALS I 3537 I 33894 I 21269 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft' 2024-Nov-19 16:42:31 RightSuite@ Universal 202424.0.03 RSU26249 Page A=k ...ss Jobs\1275 Ruch Lane\1275 Ruch Lane ManJS.rup Calc=MJ8 House Front faces:SW H®M E ENERGY Load Short Form Job: 1275 Ruch Lane SOLUTIONS Date: November 19,2024 m� AH2 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-energysolutions.com/ Project • • For: 1275 Ruch Lane, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db(*F) 8 84 Method Blower door Ins ide db(°F) 72 75 Shielding/stories 3 (partial)/2 Design TD(°F) 64 9 Pressure/ACH/AVF 50 Pa/2.8/1572 cfm Daily range - M Inside humidity(%) 35 52 Moisture difference(gr/lb) 34 27 HEATING EQUIPMENT COOLING EQUIPMENT Make Lennox Make Lennox Trade LENNOX Trade LENNOX Model ML296UH045XV36B-* Cond ML14XC1S018-230A** AHRI ref 202575920 Coil CHX35-24B-**-*+ML296UH045XV36B*+TDR AHRI ref 202842547 Efficiency 96 AFUE Efficiency 12.2 EER2,14.7 SEER2 Heating input 44000 Btuh Sensible cooling 12600 Btuh Heating output 42000 Btuh Latent cooling 5400 Btuh Temperature rise 54 °F Total cooling 18000 Btuh Actual air flow 710 cfm Actual air flow 710 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.062 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.78 ROOM NAME Area Htg load Clg.load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 3 121 2454 643 79 40 BEDROOM 4 305 4384 1983 141 124 HALL 246 2689 1575 86 98 HERS 65 239 49 8 3 HIS 54 737 98 24 6 LAUNDRY 97 1368 1166 44 73 M. BATH 167 3235 1104 104 69 M. BEDROOM 342 5604 3595 180 224 OFFICE 99 1397 1170 45 73 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrighlsofe 2024-Nov-19 16:42:31 ggo�.M ge-gae y RightSuite@ Universal 202424.0.03 RSU26249 Page /4M ...ss Jobs\1275 Ruch Lane\1275 Ruch Lane ManJS.rup Calc=MJ8 House Front faces:SW s AH2 1496 22107 11382 710 710 Other equip loads 1578 969 Equip.@ 1.00 RSM 12351 Latent cooling 3423 TOTALS I 1496 I 23684 I 15775 I 710 I 710 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsofte 2024-Nov-19 16:42:31 "� ew.•rawr.er..v Right-Suite@ Universal 2024 24.0.03 RSU26249 Page ...ss Jobs\1275 Ruch Lane\1275 Ruch Lane ManJS.rup Calc=MJS House Front faces:SW . a I-10M E E• N E RGY Manual S Compliance Report Job: 1275 Ruch Lane SOLUTIONS Date: November 19,2024 AH 1 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-energysolutions.com/ Project • • For: 1275 Ruch Lane, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 17490 Btuh Entering coil DB: 77.2°F Outdoor design WB: 71.2°F Latent gain: 3779 Btuh Entering coil WB: 64.0°F Indoor design DB: 75.0°F Total gain: 21269 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Lennox Model: ML14XC1S024-230A** Actual airflow: 800 cfm Sensible capacity: 19200 Btuh I I0%of load Latent capacity: 5100 Btuh 135%of load Total capacity: 24300 Btuh 114%of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 33894 Btuh Entering coil DB: 64.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Lennox Model: ML296UH045XV36B-* Actual airflow: 800 cfm Output capacity: 42000 Btuh 124%of load Temp.rise: 50 °F Meets all requirements of ACCA Manual S. wrightsoft° 2024-Nov-19 16:42:31 .w•im.w...a..a�.y RightSuite®Universal 202424.0.03 RSU26249 Pagel ss Jobs\1275 Ruch Lane\1275 Ruch Lane ManJS.rup Calc=MJ8 House Front faces:SW H@M E E N E RG Y. Manual S Compliance Report Job: 1275 Ruch Lane SOLUTIONS Date: November 19,2024 AH2 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-energysolutions.com/ Project • • For: 1275 Ruch Lane,Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 12351 Btuh Entering coil DB: 76.4°F Outdoor design WB: 71.2°F Latent gain: 3423 Btuh Entering coil WB: 64.3°F Indoor design DB: 75.0°F Total gain: 15775 Btuh Indoor RH: 52% Estimated airflow: 710 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Lennox Model: ML14XC1S018-230A** Actual airflow: 710 cfm Sensible capacity: 14800 Btuh 120%of load Latent capacity: 3700 Btuh 108%of load Total capacity: 18500 Btuh 117%of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 23684 Btuh Entering coil DB: 69.2°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Lennox Model: ML296UH045XV36B-* Actual airflow: 710 cfm Output capacity: 42000 Btuh 177%of load Temp.rise: 50 °F Meets all requirements of ACCA Manual S. Wrig V 2024-Nov-1916:42:31 RightSuite®Universal 202424.0.03 RSU26249 Page 2 ACM ss Jobs\1275 Ruch Lane\1275 Ruch Lane ManJS.rup Calc=MJ8 House Front faces:SW RIM A,, Ali �. - 1 i1 IMP i AV i �� �! i /�/II ! ! 1 i"Ri�lll � 1 � Ala f o �LD v . 3 AUG 2 7 2024 FO(,�� U�D�GD��UILDINGDEPARTMENT-Electricallnspector TOWN.OF SOUTHOLD M. _ 9FSO 61 Annex-54375 Main Road - PO Box 1179 o • ---- . Southold, New York 11971-0959 '1gj►O! �ao�' Telephone,(631) 765-1802 - FAX (631) 765-9502 iamesh(@,southoldtownny.gov -- seand(-southoldtownnv.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 4 26 Company Name: CCVP "yao isoly roo Electrician's Name: p V 0 License No.: I wq:2 Elec. email: p L C GM AIL. C Elec. Phone-No: gr 414s CTfrequest n email copy of Certificate of Compliance Elec. Address.: ?y C&4 pv //77 JOB SITE INFORMATION (All Information Required) Name: Adrian Konior Address: 1275 Ruch Ln,r Cross Street: Wild Cherry Way FV Phone No.: 646 413-4604 Bldg.Permit#: 50012 email:adkoninc@gmail.com Tax Map District: 1000 Section:52 Block: 3 Lot: 14.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): detached garage 20'x 20' Square Footage: 1400 Circle All That Apply: Is job ready for inspection?: ❑ YES❑ NO []Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame D Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION `. � add � ®�oSUFI�� SEP 9 2024 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD _ LNG D'F- a own Hall Annex - 54375 Main Road - PO Box 1179 �, • r .:X o-l-' ?::�''y Southold, New York 11971-0959 y�V41 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh _southoldtownny.gov - se_and(cDsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali Information Required) Date: g 2 Company Name: -ToSepH MAURO Son/ r Electrician's Name: pHN H VZO License No.: MS_Li4g2 Elec. email: .1j4dyRogLFcrRiQ Elec. .Phone No: 631 4.,r9131 ERrrequest an email copy of Certificate of Compliance Elec. Address.: 3 3 MPVS L0 L4 JZowtov camg 0 AJ Y /77 JOB SITE INFORMATION (All Information Required) Name: Adrian Konior Address: 1275 Ruch Ln, Orient Cross Street: Wild Cherry Way Phone No.: 646 413-4604 Bldg.Permit#: 50012 email:adkoninc@gmail.com Tax Map District: 1000 Section:52 Block: 3 Lot:14.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Renovation of 1 st floor, 2nd story addition, finished basement Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES❑NO Issued On. Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 2 0 H Frame D Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION r 1.J -- 1 SEP 9 2024 BUILDING DEPARTMENT-Electrical Inspector t TOWN OF SOUTHOLD o3'LTf7, '7own Hall Annex - 54375 Main Road - PO Box 1179 c r Southold, New_York 1:1971-0959 01 ��4®' Telephone (631) 765-1802 -_FAX (631) 765-9502 jamesh(cDsoutholdtownny.gov -- sea nd a-�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: g Z Company Name: o5r6 p i SoN Electrician's Name: IPHN H License No.: Mg_4kg2 Elec. email: 1,l4JVR0FLFCM1C4ar7M,4J1. rM Elec. Phone No: 6.3 6s913/ ERI-request an email copy of Certificate of Compliance Elec. Address.: 3 A MPvS L L.F} ecovtoN co l77SI JOB SITE INFORMATION (All Information Required) Name: Adrian Konior Address: 1275 Ruch Ln, Orient Cross Street: Wild Cherry Way Phone No.: 646 413-4604 Bldg.Permit#: 50012 email:adkoninc@gmail.com Tax Map District: 1000 Section:52 Block: 3 Lot: 14.1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Renovation of 1 st floor, 2nd story addition, finished basement Square Footage: Circle All That Apply: Is job ready for inspection?: ❑ YES ❑,NO Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION .y Y PERMIT# Address: Switches Outlets CFI's �Q Surface Sconces H H's UC Lts Fridge HW POOL i Panel Fans,, Mini Fr.0 W/D Pump Exhaust Oven r) Sump Heater Trnsfmr Smokes ' DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc e Combo Cooktop Minisplit Blower AC 1 AH Hood Blower Service Amps Have 401sed Sub Amps Have Used Comments �� Y�1` Amu )) 'e ' L�Nf3L--" �t og11Ft0���; BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 0� ��0� Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(ab-southoldtownny.gov - seand(a)_southoldtownny.gov A LIGATION FOR ELECTRICAL INSPECTI ELECTRICIAN INFO ATION (All Information Required) D te: 8/5/24 Company Name: Pro-Lin Electrcic, Inc Electrician's Name: Greg Pilar'so License No.: 32279ME Elec. email:DDayton pro-lineelectric.com Elec. Phone No: (631) 277-3171 0 I request an em it copy of Certificate of Compliance Elec. Address.: PO BOX 762, Ha pton Bays, NY JOB SITE INFORMATION (All Inform �ionRequire Name: Adrian Konior - Address: 1275 Ruch Ln, Orient Cross Street: Wild Cherry Way Phone No.: 646 413-4604 Bldg.Permit#: 50012 email:adkoninc@gmail.com Tax Map District: 1000 Secti :52 ock: 3 Lot: 14.1 BRIEF DESCRIPTION OF WORK, CLUDE SQUARE FOO %Sq se Print Clearly): addition 1400 sq feet - rerov o.4 o&,• o!�' I S:' FL irr. sfr,�l bo�Q n��fi e Footage: $2 So Circle All That Apply: Is job ready for inspection?: ❑ YES ❑ NO ❑Rough\In , ❑ Final Do you need a Temp Certific to?: ❑ 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 D 1 2 H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION S•&-aq s�as� ` : oti�SLfrQj G TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959 a0,"u Telephone(631)765-1802 Fax(631)765-9502,1ittps://ww.w.southoldtownnv.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Uue Only 4 t_ PERMIT No. Building.Inspector: d CT 1 6 2023 Applications and forms must.be filled out in their entirety.Incomplete, DF applications will not 6e accepted. Where the Apphcarit;Is not the,owner,an t �' Owner's Authorlaatlpn form(Page it shall be completed J r y 4 a .. Date:1014123 OWNERS)OF PROPERTY: Name:DAVID HOFFMAN SCTM#1000-052-03-14.1 Project Address:1275 RUCH LANE, SOUTHOLD NY 11971 Phone 4:917-855-9099 1Email:davidghoffmanl @gmail.com Mailing Address:225 5th Avenue- 11 E New York, NY 10010 CONTACtPERSON:. , Name:KATHERINE SAMUELS Mailing Address:25235 MAIN ROAD CUTCHOGUE NY 119' Phone#:631-734-6405 Email:KATE@SAMUELSANDSTEELMAN.COM DESIGN PROFESSIONAL INFORMATION: Name:(SAME AS ABOVE) _ Mailing Address: Phone#: Email: CONTRACTOR INFORMATION. Name:TBD Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRt1CTION ❑New Structure NAddition ❑Alteration DRepair ❑Demolition Estimated Cost of 00the?r 700,Ot 0 Will the lot be re-graded? [3Yes ®No Will excess fill be removed from premises? ®Yes NNo 1 11 1 " PROPERTY`INFORMAT(ON Intended use of property:Existing use of property:RESIDENTIAL p p v:RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Dyes 5 No !F YES,.PROVIDE A COPY. 8 IGIIeCk°Bpx AfteV:R@adln)a The ownerJcontrac�rJdesign professional is responsible for aG drainage antl storm+rraterissues as provided 6y t _ Chapter 236'of tfie Town,Code APPLICATION IS HEREBY.ivIADE tothe Buildmg'Oeparfrieerat forthe,issuance of a Building Perm►t pursuant to the Buitdipg Zone Ordi, ance;af the Town of Southoid,;Suffoik,County,Neu York and;other applicable Ww§,Ordinances or Reg+tations,for the construction o 6uildings;; additions,alterations or for removal or demolition as heteln described The apphcant agees'ta corppiy witJi aG applicaf�le Jaws,ordinances,xbuilding code, houseng codeand regutatlons and to`admit authonzed inspectors on.premisesand in buiidmg(s}for necessary Inspections Faise statemerns made herein are Punishable as aClass A misdemeanor pursuan£;to Sectiorr210.45 of the New York Stag Fenai Law:.; Application.Submitted By(print name):'KATH E RI NE SAM U ELS ®Authorized Agent 'Downer Signature of Applicant: Date: I e / ( o W STATE C3FMW YORK) SS COUNTY'OF c f\ S ) W6'e e S am u"O'b beirig duly sworn,deposes and says that(s)he is the applicant" (Name of individual,signing contract)above named, t (S)he is the N kh Yi ze (Contra or,Agent,Corporate,Of!'icer;etc.) of said owner or owners,and is duly authorised to perform.or have performed the said work.and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the.work will be performed in the manner set forth in the application file therewith. Sworn before me this 10 day of .0 CIV RJ�K .20 -1 ell Notary Public SHENICE CHARLES NOTARY PUBLIC,9T•ATE OF NEW YORK OROPERTY OWNER AUTHQRIZATI! IN 91216414253 QUALIFIED(N NEW YORi4:•000NTY (Where the applicant its not the owner) COMMISSION EXPIRF3fEBRUARYI6,20Zi residing at �tVA.,r, = fit* r Q tf .007(o hereby authorize /(tZA 4 71-& LAP—T:f' to apply on to the Town of Southol uilding Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 E. u,i SAMUELS+ STEELMAN kate(asa n-m uelsan dsteelr 7ia n.corn 631-734-6405 Samueisandsteelman.com 9I3I24 Town of Southold Building Depart. Town 1-lafl Annex Building Dear Building department offic#at, 54375 Route 25 PO Box 1179 We are submitting a revision to our application for 1275 Ruch Ln Southold, NY 11971 renovation and addition (PERMIT NUMBER 50012). The updated scope o work includes a new larger,second floor addition on the existing first floor house which keeps the number of bedrooms the same,however adds a new laundry room. There is the addition of a pantry and powder room in the first floor den. Please let me know if you have any questions, Thank you, Kate Samuels V!rl l � North Fork 25234 Main Road Cutchogue.NY 11935 1 SAMUELS+ STEELMAN kateCa�sarnuelsandsteelman.corn 631734-6405 Samueisandsteelman.com North Fork 25234 Main Road Cutchogue,NY 11935 �k�UU U�~^ U ����~~ n����`�xvvnv��x~�u��n�� o STEELMAN 631'734'6405 ---� =39E V ' OCT1 � �O�� 1}/Sy23 ""' ' " �"^" Town of Southold Building Depart. Tnxvn HoU Annex Rn)Ning 54375 Route 25 PO Box117S Dear Building department official, .q"uth?k1. mY119n We are submitting our application fox1275 Ruch Ln renovation and addition.The scope of work includes a new second floor addition onon puiyfingfimtf(oorhmme |n+hedrom/ingnefinthenpnnnxed .q//ffn|k County Health department site plan for a new A| septic system. Please don't heyi+n+etnnenchmjtto KnteSnnn//e|.qregoodingthepro|pcfFit North Fork 25234 Main Road r,/h,hnrj//o mv11n3s New York 115Bvnodvvuy Fir 5 ���Ynrle my innnr, � r �� ! ~�-~ U �~�—�— SAMtJF_°~�`�~ . STEELMAN \'-� NOV 3 2023 631-734-6405 18/w/.22. [boarB�b�m� Town of Southold Building Depart. Town Hall Annex Building VVe are resubmitting our application for 1275 Ruch Ln renovation and 54375 Route 25 addition. The scope of work includes u new second floor addition mnan PO Box 1170 existing first floor house. There are also some structural changes on -Soutrhuld N'Y 11871 AOO100Laud/-10.0.00 Dwelling renovations: ��� ^���-� 1- 3CHDappnovu naluked. P�auannoKesure that you hold off on �~� U--~» submitting building permit applications to our department if you have not received Health Dept.approval for future application submissions. Yeu, we have received the Perrnitto construct fronn tha K � Health Dept dated 8/20. See attached permit and stamped drawings inset. 2- Indicate which windows are egress compliant a. See updated sheets A'308.O1 &A-3O1.1 _ a. See page T-004U 4- In-ground swimming pool requires auponateaubnnisnion/opp|inotinn. a. VVe removed for future application. 5- ReoCheuk indicates that the gross area for wall framing ks14`S55? See updated on page T-0O2.U1 8- | need more detail regarding the existing first floor ao far anifthe insulation and drywall will be completely removed, exterior sheathing on existing portion being removed?Will first floor bea compete gut with o�v studs remaining?Trying to decipher if this project will be — o. The existing insulation, drywall, and exterior sheathing to remain ot exterior walls and walls shown aoremaining. See page DIVI- 00.01 for notes. 7- All code references on sheet A-7O0 must reflect the DO2ONYQ o../,4..~/./ ..4nnonmxQc...~..r.A. a. Updated North Fork 25234 Main Road Cutohugue.NY11Q35 SAMUELS+STEELMAN ` . uo\ ~ 631-734-8405 ' --m-------'--'--' .' .. . New Garage: 8- Located {n the side yard,will need o variance or relocate noit is ............... .-.....�.-_.-..�-�-~-'See relocated garage on site plan S1O0.O1 8- All code references on sheet A-70O must reflect the 2U2UNYS Residential Code Updated A-7UO.O1 Th-ankycau,4 Kate Samuels � ' 25234 Main Road Cutchogmy.NY11935 f> PROPOSED WATERLINE FOR OUTDOOR SHOWER EXISTING SEPTIC SYSTEM TO BE REMOVED }--T;a`p �•'TM AS PER SCDHS REGULATIONS PROPOSED HYDRO ACTION AN600 TREATMENT TANK- PROPOSED 60 z V DEEP DRY WELL SUITABLE FORBBEDROOMS(fifiO GPO) DESIGNATED FOR SWIMMING POOL BACKWASH �.C�.�.• `' m WITH LOCKING COVERS TO GRADE ' CONTROL PANEL WITH GFI SERVICE OUTLET, PBOCOMPRESSOR \ �'`\1•`�,.1 (� ((' J, ~ `'I\ VENT WITH CARBON FILTER AND HYDRO ACTION H PROPOSED TO.6'DEEP DRY WELL \ �( TO BE INSTALLED WITHIN VIEW OF TREATMENT TANK FOR OUTDOOR SHOWER B ROOF RUNOFF w/2-B'0 ze'DEEPLEACHINGPOOLS a1 EXPANSION POOL ,,\ S`TB• ~q .y '�i \1 ^�� w •t` y�� �� 1 y��4 _ _ .. �v0_i PROPOSED(STORY GARAGE ALL SITE DATA SUPPLIED BY NATHAN TAFT CORWIN U IAND SURVEYOR, PROPOSED ROOF RUNOFF DRAINAGE O 9a. o� wIOUMOORSHOWER MNIESPORT.N.Y.0724.23 i (3)S'0 z 6'DEEP DRY WELLS T \ /$ "ky�4 _ FEE:21.31 FIRST FLOOR FOOTPRINT:632FP SCTM01000d2-03•U.1121,fiR1 SF/.a98 EL ACRES EVATIONS NAVD ISM DATUM m�u N •M,1_ s� PROPOSED SITE PLAN SUPPLIED BY UR m SAMUEL585TEELMAN ARCHITECTURE EXISTINGISTORY3.BEDROOMRESIDENCE FFE.23.3/GARAGE FFE21.9 / i.Y v I.......�o.A..co.....,.. FIRST FLOOR FOOTPRINT:210.9 FP SFFOLKCOUNTY DEPARTNENf OF HEALTH SERVICES (n w/A PROPOSED 2ND STORY ADDITION -A P« ...or... S FIRST FLOOR RENOVATIONS , _ //DO ERMR FO FAMILY OF CONSTRUCTION FORA W W/2 ADDITIONAL BEDROOMS ADDED �y. \ __�__ SINGm RESIDENCE ONLY d' ` ALn!®S�o iycO Ygq�®utb6 _Lmr®mL' wwl.� .P asmm d �m �1yryM.=npaoT D TE 9RO123 F{.$.gIREF.NO. R-23-1241 •- _ 9 �� pu PROVED 2n� )) .Y� �Q \ / `1•A1 Ate'• FOR KWMUM OF 6 BEDROOMS O'NO Lu FIRES THREE YEARS FROM DATE OF APPROVAL Q Q =3 IS In 1 ! m �� 9A m / •ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWTS INSTALLATIONS.THE W U DESIGN ENGINEER MUST BE CONTACTED WHEN THE BOARD OF HEALTH/WASTE \ \A, \ Y !� p. +•,�.•`��. / I WATER MANAGEMENT INSPECTOR IS CONTACTED FOR INSPECTION.ALL SEPTIC Q •,`F _v*so \ \\">� /' T''N4 „ i / AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. •NOTE:A MAINTENANCE CONTRACT&CONTINUOUS MAINTENANCE IS REQUIRED ' FOR THE PROPER FUNCTIONING OF ALL UA TREATMENT TANKS gw roY�y.` EXISTING UTILITIES TO REMAIN APPLIGBLEVAONTSSYSTEMGErvERALBP-1—TIONS 9 1.THE INSTALLER MUST HOLD A CURRENT UQUID WASTE LICENSE PURSUANT TO GVTPTER MS ARTICLE VII(SEPTIC XOAs•�J S6, �hR INDUSTRY EUFF BUSWEBSES)AM.VI EAwOROFM J(INNOVATIVE D ALTERNATNE TREATMENT SYSTEM W6TAl M THROUGH �e9 A� W THE SUFFOLIL WE DEF—IRTMENTOFLABOR LICENSING ANDNSUMERERA INSM.Pl AINSA LIST OF M CODE VA0 yN '•."�''pq O' // 9 S61T9(II C THE DEPARTMEN(OF TABOR LICENSING AND CONSUN.ER AFFAIRS MNNTAWG A UST OF LICENSED VA OWIS 10 ~�1.:<..:::/,FJ :: MAINTENANCE PROVIOEPS. ( PRO`h ` �y \ G• ' n1SSCALEAN ITARY SITE PLAN 2.ALL M OWTSMUST.BE REGISTERED WITH E DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF ME SUFFOLK COUNTY ,,A �P =1:20 ME PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON'AS BUILT-PIAN9. EXISTING WELL TO BE RE-USED •, 1u•-•�.,POFp 3.M E—DO—NAND MAINTENANCE CONTRAST BETWEEN THE MMWENANCE PROW DER AND PROPERTY OWNER TITE FOR IRRIGATION NN" MUSTBESUBMDWTHEDEPARTMENTPRIORTOTHEAPPROVALOFTHEMOWTSREGISTRATIONBYTHEME MEW ACCO• 20' 20' 40 WRDANCEWfMMTCLE190FMESUFFOL WU0SANff R VIDE • , ///i 4.ALL WSTALIEO M OWTS ARE REQUIRED TO HAVE AN INDIAL STEAK WARRANTY AND OPEMTIONMAINTENANCE SERVICE %11 z S. INSTALLATION AND USE OF THE VA OWTS MUST CONFORM TO THE DEPARTMENTS APPROVED VA OWTS GUIDANCE Z AND /�//�J� 4 \ DOCUMENT PREPARED IN ACCORDANCE WITH E STANDARD •APPROVAL S FOR D AMUSEMENT OF I.N.—AND W VJ \ ALTERIUTNE ONSITEWASTEVIATER TREATMENT SYSTEMS.'WESE STMDMDS COVER VENTING AS FOLLOWS: Wif w W HALL EXTEND A MIMMUM OF W ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL IUVE A MWMUM cp HORIZONTAL SEPARATION OF 1T TO THE SLOPED PORTION OF THE ROOF.IN CASES WHERE IT IS NOT PRACTICAL TO VENT wTHE SYSTEM TO ME IDENCE— �S/ TERMINATESA MW MUMOFIDIYABBOVE DRABSTHESE VEMPPES SHALL BE LOCATEDAMWIMUM OF MOM ROOF A VENT PIPE�BE PIPED To THE IDITERSOR SIDE OF ME SM WINDOW LL wJ OR DOORWAY AND MUST TERMINATE WITH A CMBON FILTER DEVICE.ALL VENT PIPES MUST HAVE MINIMUM D—ETER OF 2'. W NO 6.GARBAGE GRINDERS SHALL NOT BE PFAA9TTED WHEN AN M OWIS IS ML=M A MEANS OF SEWAGE DISPOSAL.IN o ADOITIONNWATERSOFTENERSSHALLNOTDUCHARGEINTOMMOWIS. \QQ O T.A CONTROL PMEL BOX MUST BE PIACED p M NEAR AND WITHIN VIEW OF EACH SW=TURE THAT IT SERVES.THIS / MUST PROVIDE A WARNING SYSTEM WHKH WBLACTNATE AUDIBLE AND VIG®lE AUTRMS THAT CM BE REAOO.V SEEN AND o/ e HEAR WB EOCCUPAMSOFTHEWMINGGERVEO.THEDEPARRAEMRECOWM OSATELEIe WDEWCEBEWSTAUEO LL or TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE MM PROVIDER NAMED IN THE MM AGREEMENT.A OR a OUTLET MUST ALSO BE FRONDED NEAR THE CONTROL PANEL To PROWDE POWER FOR MMNTENMCE AND TESTING EQUIPMENT USE A DEDICATED 120 VOLTAC.20 AMPN SINGLEfHASE CIRCUIT BREAXER IN THE MAW ELECTRICAL PMEL FOR SERVICE TOME HYDRO ACTION CONTROL CENTER S.THE PLC CONTROL PMEL WITH COMPRESSOR PUMP REQUIRED FOR THIS WSTALLATON SHALL BE INSTALLED ON A CONCRETE 845E WITHIN VIEW OF THE PRETREATMENT TANK ENSURE ADEQMTE VENTILATION.AND PROTECT AGMNST SUNUGM.UNR MUST BE NAR0.YARED TO A DEDICATED 20 AMP BREMER IN THE CONTROL PANEL ALL UNDERGROUND WRINGTOSE WSIDECONDUIT. DRAWN BY. KM 9.INSTALL VA OWTS TANXS FCCORDIND TOS. MMUFAC TIED.T RECOMMENDATIONS.ALL APPLICABLE LESS MEND.USS. TEST HOLE, PROVIDED BY THE MMmFACNRER SHALL BE IMPLEMENTED.THERMOPIASTC MSER COVERS WFIGMNG LESS TNM fi0 LBS DATE: 08.07.23 BIOLLLHAVE ABECONDARYCOVER ORSWPDM DEWLE WGTALLID BENFAMTHEM SCALE: AS NOTED n.m m=mn.naw 10. THIS VA OYIG.HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE.W REQMRED M BE SAMPIED SHEET WITH WE FREQ W UENCY REQUIRED BY MTCLE 19 FOR PROYISIONAL 1 OR 2 USE TH DURING THIS PERIOD E MEM ROUNG AVERAGE OF TOTAL NBROGEN IN THE EFFLUENT MUST BE=OR<19 MGL ��TI 11.DETMLED WSTA IIO%OPEIUDON.MD MMNTENMCE REQUREMENTS ME TO SE FOUxO W ARTICLE 19 STMDMDS O I FOR VA OLATS SYSTEMS(1229.17)SECTION 1S107.DETABED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SME LI DMUMENTN SECTION 14105. OF 2 SHEETS CONTRO PANEL WITH GFI SERVICE OUTLET ANDHYD ACTlONHP8000MPREWOR 0 TO BE INSTALLED WITHIN VIEW OF 19A TRFATMEKTTANK 00 06 x XM2 ............. p,�r -4, ALL SITE DATA SUPPLIED BY"THAN TAFTCORMN 0 LAND SURVEYOR, 0 JAMESPORT".Y.072423 x 7 4t, x am. SCTVJj0004 CJ —AT 243-14.1121.01 SF/.498AORES PLASTICI)ISMI—IONSM E A'VD"I"DATUM PROLMEVSETIOSN"PLAN SUPPLIED BY SAMUELS&STEELUAN ARCHITECTURE TWO x x2l x 010, Lu x "lo 'he x 114 F 0 21A vi 2 z U) Lu < m G 3i < C) U) U) = E xl—.. LLI 0!2 x 0 Db &S._ANILARY SITE PLAN ENLARGEMENT_ 1. zu LLI z z w U) 0 . - UJ >: .. 0 MROACTION TREATMENT TANK AN600-PLAN VIEW W d jj� 00' U) NTS w BE l< i L--- a. ­E—RE--l— BEATLE-10DEIF(II—C) —Bl ­E­EA­­Bo,­ DRAWNBY: KNI DATE: 08.07.23 M T BE SCALE: AS NOTED RZ­M D ]A PROFILE pRwI­EDp­ HYDROACTION TREATMENT TANK AN600.SECTION SHEET k­ WIRING DIAGRAM ws NTS OF 2 SHEETS hy'dL pvff�qy Pf PPRPTY qlTUATE TQWN QF �99THQIiiQ 59FFQ�K. 999NTY, KIN` YQRK SiC. T0 Nei �y 24j F200N Aygq§T 12.202­0 4 LAq �'VRPC)fl Lq �0 �'R&i 'h"CS04�� OEC 1 2 2024 0 9C N'to CERU�EIEQ TO, 01 A 'ST TS. F1' 8S ACM �A D 71; T�4 OICR TIT�E IN§Y?091�99MF H[RR jq�§'LLC SfFnq S"M TM MKYIEME _M MAnt WHO CORNE "y R040ON --59! Ap" % F"v"I i--' ;F "141 Ir 4b ---—----------- v if S� V, Irn A A ? lb 4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 0 APPROVAL OF CONSTRUCTED WORKS FOR A SINGLE FAMILY RESIDENCE H.S.Rol.No. Date 121121 R-23-1241 The tawage disposal and water supply fackies at this location have been inspected and/or certified by this Deparunent or other agencies and found TO to be satisfactory FOR A MAXIMUM OF--!—BEDROOMS, mw CRAIG KNEPPER.P.E.,CHIEF Office of Wastewater Management N Amu N@thmi TROt Qorwin III Lancl surm2yor 0 —sm�-Ti: IWILA�--L I - �M 1`1109 F.(01)72?-1727 Wxq LOCATED AT UMN9 APFPS Isis WWW'1647 P.O.�Is N.Y.S.Lk.N..50017 E-"..N pwt'�,w Ycit 11"7 ----------- --- SURVEY OF PROPERTY SITUATE SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-52-03-14.1 SCALE 1"=20' JULY 24, 2024 AUGUST 12, 2024 GARAGE FOUNDATION LOCATION NOVEMBER 6, 2024 FINAL SURVEY / y rye, s�Ad AREA = 21,681 sq. ft. °y 0.498 ac. of S S6 qp'Q/`Cs p Q 04, Srs, /9 TNFC•� dr�.A pis. 2�'' s/N �,gs�F� '0'" CERTIFIED TO: h F �< LOT ABSTRACTS, Inc. 0 y? ,�o� FIRST AMERICAN TITLE INSURANCE COMPANY coz, 153 HERRICKS LLC 4? �. ® ® ry / yry/ F °�o r, SEPTIC SYSTEM TIE MEASUREMENTS MAIN HOUSE Ott ov �\44� ��o� iB�\ / GNI HOUSE ❑ HOUSE ❑ CORNER A CORNER B O Q� ° k s / ': HYDROACTION AN-600 , . , sy0, OUTLET COVER 916 04 r° oyoa' a DISTRIBUTION BOX 59, 31' A p LEACHING POOL #1 65' 37' /4,,, / COVER o �414 o0 0 / RoGNo .!'` ;: / LEACHING POOL #2 62 45 c �o No or �y� ,: '°� COVER , /4 `��p /• ,:i,M.,y .l?, .::' ';,,M�,i;::.. Q� 3 �y"� Gov 1761 KO 4ZZ4) 60. .0, m s?oFc� O �o� / :'..<:.,, p46 01p ADM R�� r 0, 9�F /�p o� � P�P CO C a a� y 0'el sj�b d'o / �k' AA 7J2 M N O Opp e Q' a �QQ QJ IYIS OAI ,y a Ot ^J o Al O O F`N ;e. O�J o �' 4 O \i+" \,\•\NG G �< � '�T •: e �' • . .• • ' a �9 t1 CIE , . �qM/ �L��0• �ooN�. o ffi a��'� \ e Y�'1O IT1G�' 1✓ S\N�'\"�l�`' o e YE y� dr,,y,'�s . ',.. ; • '. �•.: .« •, •� � ATE E � •d'. .•qy. ' 'C/ oq� Awo UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF !' <• �` SECTION 7209 OF THE NEW YORK STATE C . o Y EDUCATION LAW. is COPIES OF THIS SURVEY MAP NOT BEARING THE LAND 'SSEAL OR EMBOSSED SEAL SURVEYOR INOTT BE CONSIDERED •' c 1� TO BE A VALID TRUE COPY. • V CERTIFICATIONS INDICATED HEREON SHALL RUN �f ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSn— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM Nathan Taft Corwin III STANDARDS FOR TIRE SURVEYS AS ESTABLISHED BY THE LIALS. AND APPROVED AND ADOPTED TFOR SUCHITLE (�§E, �Trl��� YORK STATE LAND Land Surveyor ````�P�E O F � `�� ����PN TAFr Co%•�O Successor To: StanJosep A Ingegno L.S.J. Isalksen, Jr. L.S. = Z Title Surveys — Subdivisions — Site Plans — Construction Layout n S ", =; * PHONE (631)727-2090 Fax (631)727-1727 i Z • ' OFFICES LOCATED AT MAILING ADDRESS �•�5�467 ••O�� "' 1566 Main Road James port, New Yo rk 11947 /j Jamesport, New York 11947 P �F'q. Q ��� N.Y.S. Lim. No. 50467 E—Mail: NCorwin3®aol.com 44-139 i ARCHITECTS: ................... _..._.._ --- ....._..._...---....._._.... _........................._._..--..._._._........_..... ------- TITLE KEY PLAN "� E T I wd SA M U E L Em";" + 7 ­1 KONIOR RENOVATION AND ADDITION EELMAN 1275 U L HOLD, 1971 ADDRESS: __ - ............._._—..-.....::_....-------.......... __------ ... 25235 MAIN ROAD y , CUTCHOGUE NY 11935 N 111'-3 63/128" 631-734-6405 E r N 101'-0 121/128" N 105'-2 47/128"E 123' -7 1/8" E-65'-4 167/256" SOP --.._..- ---...... ---------.._....-.-- - SULTANTS� TIC AND STRUCTURAL ENGINEER: ' 1275 RUCH LANE MARESCA &ASSOCIATES N SOUTHOLD NEW PORK i 188-04 WEST MONTAUK HIGHWAY —, o. HAMPTON BAYS,NY 11946 a y OWNER: , f. D ONOR ' I UP ;� s RICK LLC 87 SANDY CT RI VERNEAD NY N -42'-11 193/256" E 44'-4 165/256" I 11901 N -48'-8 53/256" ..._......._.................------ _........_._ E-56'- 11 111/256"_-------- - _._.. REVISIONS: 0 i PERMIT REVISION 8/27/24 RUCH LANE I _.-.............. --- i:WL � ,3 I ' a i i PROJECT NAME: i - - -^--_-~ HASHAMOMUCK POND I I: TABLE OF CONTENTS CODE INFORMATION BUILDING DEPARTMENT NOTES TEST HOLE z CODE INFORMATION: 1, NO CHANGE TO USE, EGRESS,OCCUPANCY, ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, 2, THIS DRAWING IS FILED TO SHOW HOUSE RENOVATIONS,ALL EXISTING AND BASE BUILDING CONSTRUCTION NOTES: WATER ENGOUNTE�tFii +6` k?E!-AW SURFACE DRAWINGS AND CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY ALL APPLICABLE CODES, SHEET SHEET DESCRIPTION BID SET PREVIOUSLY APPROVED, j 0 T-000,01 COVER SHEET 1 ORDINANCES AND REGULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE 1WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL LAWS, BY-LAWS, BROWN SILTY SAND T-001,01 GENERAL NOTES 1 CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANTS STATUTES, ORDINANCES,CODES, RULES, REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING p -------- -- SM CONTRACTOR; ALL PERMITS SHALL BE SECURED AND PAID FOR BY THE TENANTS CONTRACTORS}. ON THE PERFORMANCE AND EXECUTION OF WORK, i T-002.01 SCHEDULES 1 BROWN SILT ML APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 4, ALL WORK SHALL BE EXECUTED IN ACCORDANCE WITH BEST ACCEPTED TRADE PRACTICES, 2 --- ----- .._ DM 100,01 DEMOLITION PLAN 5. CONTRACTOR SHALL FOLLOW BUILDING DEPARTMENT REQUIREMENTS, RULES AND REGULATIONS FOR "' BUILDINGAND STRUCTURAL NEW ...................... .... ......... ................................ . -.._ ._ .....__......... _.. _..__.._.......................................... ALTERATION WORK. 1 MECHANICAL 2020 MECHANICAL CODE i I A-100.01 FLOOR 1 GONSTR,PLAN 1 ......_.. __.................... .. _...._.............._...._.._...._........... . .._-_...........__._...- .._. ................._ _. ....... - ----....._....._..__......_...... ......_ _....._ ... --..............:. BR PLUMBING 1 2020 PLUMBING CODE 6, CONTRACTOR SHALL PATCH AND REPAIR ALL FLOORS,WALLS, CEILINGS, ETC, DAMAGED OR EXPOSED DUE TO OWN CLAYEY SAND WITH GRAVEL r A-101.01 FLOOR 2 CONST PLAN 1 ............... . . .........._.__ .._. .................._ .......... ..-.__.._.._............._.r .._. --___. ___.: ___...__._:..__-._ _._...._......_..._.._.__._..............._._.._.......-. UJORKOR REMOVALS AND FINISH TO MATCH ADJUSTED SURFACES, Sc D SMOKE AND CARBON MONO.A-102.01 ROOF CONST PLAN 1 . __ __.... .._ .. ._ 2020 CODE _._.............. .... . _-._.: _...__...:_.._...... . _.._ _._ ....... ..... .... 7, CAP OR RELOCATE AS DIRECTED BY OWNER, BY APPROVED MEANS ANY ELECTRICAL ITEMS SUCH AS SWITCHES, 51 ---------- 1 T-003.01 SITE PLAN 1 SAFETY NOTICES 12020 CODE OUTLETS,LIGHTS, ETC,ON WALL SURFACES SCHEDULED TO BE REMOVED, i -' S E P 4 024 A ELECTRICAL 12020 ELEC,CODE A-200.01 BASEMENT ELEC PLAN 1 8. APPLICATION FILED FOR PERMIT IS FOR WORK INDICATED ON THE DRAWINGS, ENERGY 12018 NYS ENERGY CODE j $ a A-201.01 LEVEL 1 ELEC PLAN 1 9, ALL PLUMBING WORK�SHALL BE PERFORMED BY A NYS LICENSED PLUMBING CONTRACTOR, A-202.01 LEVEL 2 ELEC PLAN 1 10, ALL ELECTRICAL WORK SHALL BE PERFORMED BY A NYS LICENSED ELECTRICAL CONTRACTOR, BROWN FINE TO COARSE SAND SW A-600.01 DETAILS 1 ' PROJECTADDRESS: A-700.01 STRUCTURAL DETAILS 1 A-300.01 ELEVATIONS 1 16, ------ 1275 RUCH LANE A-301,01 ELEVATION 1 WATER IN BROWN FINE TO COURSE SAND SW SOUTHOLD NY, 11911 A-350.01 SECTION 1 1 j A-351.01 SECTION 2 1 _\ p A-352.01 SECTION 3 `� ' �s f' �. ENERGY CODE � KI�R�R I� �/ .��� �, J -✓� ^�� ;_ � "—� - "� f , -9 A-353,01 SECTION 4 1 A-400.00 INTERIORS 1 —, A-401,00 INTERIORS 1 SEE ENERGY CODE DOCUMENTS FROM RESCHEGK ON PAGE T-002. / A-402.00 INTERIORS 1 AI N 18RS \ �\ ............... _.........._._._......_............. ._............_ - -_ ....... -- ----................................. ........_..........._.._. cS� F OD NOTES �` OF N SITE INFO _.:_ ....... ..... _ .. ..... .... ....................... - - _ PR PERTY IS NOT LOCATED IN THE FLOOD ZONE PER FEMA MAPS. � `�// © DRAWNBY: Author � �.Oo , 1. Tax Map#: 1000-52.-3-14.1 o o .._..--......................................._. _....---...........---.... ...._........ --.._... 2 ADDRESS: 1275 RUCH LANE SOUTHOLD NY, 11971 STRUCTURAL NOTES /- DATE: 9/4/2024 9:38:35 AM -- j 7 1OWNER:ADRIAN KONIOR ! - SCALE. As indicated I 4. ZONING DISTRICT: R-40,USE PERMITTED:RESIDENTIAL, LOT SIZE:21,681 SF DRAWING SHEET NAME: I EE STRUCTURAL PAGE LOCATED AT S-100 FOR TYPICAL BEARING AND FRAMING DETAILS. 5. ALLOWABLE LOT COVERAGE:20%(4,335 SF), EXISTING LOT COVERAGE:2,195 SF 6. PROPOSED LOT COVERAGE:3,766 SF>4,335 SF -- _ -..._...... ----..... _...._...---.......__._:_._.. _....._ COVER SHEET T TOTAL ALLOWABLE SF:3,518 SF(3,350 SF+1,681 SF 10%) EY NOTES 8, TOTAL SQUARE FOOTAGE PROPOSED:3,510 sf 9. SF COMPLIANCE:3,510 SF<3,518 SF 1. ATE TAFT CORWIN �, / .........___.___..._._.___......_.__._..._....... .................._......__.__._-._......__......... ND SURVEYOR o ,'' ! DRAWING SHEET NO: 1586 MAIN ROAD JAMESPORT NEW YORK, 11947 I 31-727-2090 -- ._._..__...---._........_...._._........_ ._ ................_.................. ............._._....._.............._..........._..................................................................... . __.._......................__.........-...........-......................... --. ....._.._......__.............._......--- -----....._.._._.._....------..._..-------- .. ..._-_--------.....__.._...--- __.._.................. _...................._. _ .......... - -------__------ ............................................ Tm0U4% 0m01 ... ........ i I ARCHITECTS: i GENERAL NOTES PLUMBING NOTES ACCESSIBILITY NOTES (BC 2014 - CHAPTER 11) ACCESSIBILITY AND TYPICAL MOUNTING HEIGHTS 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 NYC BUILDING, 1. CABINETS SHALL BE MODIFIED, RANGE,DISHWASHER,WASHER I DRYER(WHERE APPLICABLE)SHALL BE 1. SEE ARCHITECTS DRAWINGS FOR PLAN LOCATIONS AMUELS+ 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. PLUMBING AND FUEL GAS CODES, REPLACED AND APPROVED TYPE APPLIANCES SPECIFIED IN ANSI SHOULD HANDICAPPED PERSONS OCCUPY THE 2. ALIGN DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY 11 A 3, OWNER TO BUY ALL FINISHES INCLUDING TILE,COUNTER,KITCHEN CABINTRY,DECORATIVE LIGHTING 2. ALL FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE IN NYC AND BEAR BS&A APPROVAL. APARTMENT TO BE RENOVATED. 3. FOR DEVICES ON WALLS UP TO 3'-0"WIDE, CENTER DEVICES SIMILAR TO COLUMN PLACEMENT E E L I v I A 1"N' 4. CONFIRM LIGHTING LOCATION VIA ELECTRICAL WALK THROUGH PRIOR TO INSTALL 3. ALL HOT AND COLD WATER LINES MUST BE SEPERATED BY AT LEAST THREE INCHES AND FULLY COVERED W/ 2. FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS SHALL BE MADE STABLE,FIRM AND SHOWN. 5, NO NEW BATHROOM ON GROUND FLOOR,NEW BATHROOMS ON SECOND FLOOR ONLY PIPE INSULATION. SLIP RESISTANT IN COMPLIANCE WITH SEC.4.5.1,ANSI SHOULD HANDICAPPED PERSONS OCCUPY THE 4. FOR NON-DIMENSIONED DEVICES ON WALLS LONGER THAN 3'-0" LAYOUT DEVICES VERTICALLY ON 4. ALL WORK SHALL BE PERFORMED BY LICENSED PLUMBER.PLUMBING CONTRACTOR SHALL ARRANGE AND APARTMENT TO BE RENOVATED, ONE SIDE OF WALL, REFER TO PLANS FOR SIDE LOCATION OF WALL. 8. SEE PLANS FOR CEILING AND HEADER LOCATIONS OBTAIN INSPECTIONS AND SIGN-OFFS, 3. DIMENSIONS OF CLEAR SPACE AND DOOR OPENING INTO ADAPTABLE TOILETS(WHERE APPLICABLE)COMPLY 5. FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT, DEVICES TO BE 2" 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS PANELS. WITH SEC.4,32.4.2. APART. ADDRESS: 5. IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE DISTURBED AS A ---- ------ - 15, ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE BELOW THE FLOOR SUCH AS LATICRETE RESULT OF THE ALTERATION,SUCH BRANCH PLUMBING PIPING SHALL BE REMOVED AND REPLACED FROM THE 4. DOOR WIDTHS SHALL BE A MINIMUM OF 34"IN COMPLIANCE WITH SECTION 4,13,5 ANSI DOOR CLEARANCE TO BE FLOOR HALL SIGNALS 4. 25235 MAIN ROAD 9235 TURNED UP 4"AT WALLS, FIXTURES TO THE BUILDING RISERS AND STACKS, IN ALL SUCH INSTANCES, NEW RISER SHUT OFF VALVES SHALL 32 DESIGNATION -- THERMOSTAT/ COAT CUTCHOGUE NY 11935 17. FILING,PERMITS,&LICENSES BE INSTALLED IN LOCATIONS AGREEABLE TO THE BUILDING MANAGEMENT. 5. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2"IN HEIGHT AS PER SEC 4.13.8 ANSI. (ADA/ANSI) - -- TEMPERATURE HOOKS I 631-734-6405 17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK STATE 6. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL FAUCETS,TUB SPOUTS OR SHOWERHEADS 6. HANDLES,PULLS, LATCHES,LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SENSOR �12 17.2, ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND FILED WITH THE NEW YORK HAVING MIXING VALVES. INDIVIUAL STOP VALVES SHALL BE INSTALLED FOR EACH FIXTURE. SHAPE THAT IS EASY TO GRASP AND SHALL BE OPERABLE WITH ONE HAND AS PEP,SEC 4.13.9 ANSI, �; o I CONSULTANTS: CALL CARD READER _..-------- _- ----._...._.......... ----...--- 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE,WATERPROOF CEMENT PLASTER,WATERPROOF 7. NO WORK SHALL BE DONE THAT AFFECTS STEAM LINES UNLESS AND UNTIL SPECIFICALLY AUTHORIZED FROM 7, MANEUVERING CLEARANCES AT DOORS TO COMPLY WITH ANSI SEC 4.13.6 5,SINKS SHALL BE HANDICAP ¢ BUTTON SWITCH W I Q SEPTIC AND STRUCTURAL ENGINEER: GYPSUM BOARD,OR NEW CEMENTITIOUS WONDERBOARD OR DU-ROCK. THE BUILDING MANAGEMENT. ACCESSIBLE AS PER FIG.31 ANSI, Q 4 .._.�. o w - Q MARESCA &ASSOCIATES 19, ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF BUILDING CODE. 8, ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE INSPECTED BY THE CITY,BOARD OR ITS 8. FUTURE OUTWARD DOOR SWING INDICATED ON DRAWINGS(TPPN 15/88), � � N � ��� � N � � w � I o I 188-04 WEST MONTAUK HIGHWAY 20, THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. DESIGNATED REPRESENTATIVE PRIOR TO BEING CLOSED. o HAMPTON BAYS NY 11946 ' 9, DOOR BUCK SHALL BE PROVIDED TO ALLOW REMOUNTING ON SAME FRAME IN ORDER TO ACHIEVE ALTERNATE � �- �°�\ -- d- � ¢ �'- `� ' 25. SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR TO CABINET ORDER 9. PROVIDE NEW SHUT OFF VALVES AFTER ANY FULL 3-ELBOW SWING. SWING(TPPN 15/88). o o c" "' OWNER: j 10. PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT LINES TO BE FREE OF ANY OBSTRUCTION, 10. EXISTING RESIDENITAL BUILDING WITH ELEVATOR SERVICE COMPLIES AND/OR PARTIALLY COMPLIES WITH ELEVATOR DOOR SWING DOOR �- OUTLETS SHOWER CONTROLS KONIOR --- -.........----........................_....._.--- -- ---- 11. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND INSTALLED AS PER CODE.ALERT ARCHITECT TO MODIFY PREVIOUS ACCESSIBILITY REQUIREMENTS UNDER LOCAL LAW 58 OF 1987. AND ACCESSORIES 153 HERRICK LLC PLANS IF OTHERWISE, 11. NEW WORK SHALL COMPLY WITH 2O14 BC,CHAPTER 11 "ACCESSIBLITY"(ANSI A117,1-2009)EXCEPT THAT AS THIS 87 SANDYCT 12, ALL HOT AND COLD WATER PIPING AT FIXTURE TO BE TERMINATED W/AIR CHAMBERS RISING ABOVE THE RESIDENTIAL BUILDING WAS OCCUPIED PRIOR TO MARCH 13, 1991,TOILET AND BATHING ROOMS MAY COMPLY MIRROR RIVERHEAD,NY NOT IN SCOPE i'r.. 40" 11901 WITH PROTOTYPES ESTABLISHED BY ANSI A117.1-1986 PER RCNY 1101-01, / „ FIXTURE. L. _ J� 48 MIN. DowNLiGHT 13. FIXTURE PIPING BETWEEN SHUT-OFF VALUE AND FAUCET OR APPLIANCE TO BE COPPER TUBING WITH FLARED 12, BC 1101.3.1:NO CHANGE OF OCCUPANCY OR USE PROPOSED UNDER THIS APPLICATION i z I 24°MINI MAX, 42 17"MI 12 �12 SOAP - - - - z REVISIONS: (SURFACE MOUNT) ENDS AND BRASS BUSHINGS. 13. BC 1101.32:ALL PORTIONS OF THE BUILDING BEING ALTERED UNDER THIS APPLICATION TO THE EXTENT OF THE 8"MI(�. . , 8" MIN. - _ PERMIT REVISION 8/27124 14. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TO APPLIANCES. ALTERATION ARE PROVIDED WITH ACCESSIBLE FEATURES AS NOTED. , 18 / _ ....._--.._.__ DOWNLIGHT ON SENSOR °O _ C1' �S (SURFACE MOUNT) 15. ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE UNIT SPACE AND NO WORK IS TO TAKE PLACE BELOW THE 14, BUILCINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH r'.y ;a o x - - - - -"-' SLAB CHAPTER 11 ACCESSIBILITY, BC APPENDICES E, N&P,AND ICC A117.1 (ACCESSIBLE AND USABLE BUILDING 60"MIN / `� a z , A "MICLEAR _ _ _ x xFACILITIES _ _ _z....... ::::.:.RECESSED LIGHT FIXTURE 16. NO RISERS CAN BE RELOCATED OR REMOVED. Mmo Mz � -- L OR 17. ANY REQUIRED WATER SHUT-DOWN NEEDS ARE TO BE REQUESTED IN WRITING TO THE BUILDING MANAGEMENT 15. AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING,TO ACCESSIBLE BUILDING PLAN i I N pLgN SPACE SMOKE DETECTOR INDICATING TIME AND DURATION AND COORDINATED WITH BUILDING SUPERINTENDENT, ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY,AND OTHERWISE COMPLY ACCESSIBLE GRAB BAR WITH TOILET ACCESSIBLE 11"MI /C WITH CHAPTER 4,ACCESSIBLE ROUTES,OF THE ICC 117.1, WATER CLOSET REINFORCING STRIP PAPER 4. LAVATORY 18. SPEEDY CONNECTIONS ARE NOT PERMITTED. _____..._............_......................_____._............ 16. ACCESSIBLE MEANS OF EGRESS TO BE PROVIDED AS PER NEW YORK CITY BUILDING CODE SECTION BC1007, PROJECT NAME: o CEILING FAN 19. PRESSURE ASSIST TOILETS SHALL NOT BE PERMITTED, 17. ALL UNITS SERVED BY AN ELEVATOR IN OCCUPANCY R-2 SHALL BE TYPE B UNITS WITH THE ADDITIONAL % 20, AIR CHAMBERS MUST BE INSTALLED AT EACH INDIVIDUAL FIXTURE. REQUIREMENTS OF TYPE BUNITS IN R-2 OCCUPANCY PER BC 1107.2.ALL TYPE B UNITS TOILET AND BATHING CHANDELIER FACILITIES IN R-2 MUST COMPLY WITH APPENDIX P OR TYPE A TOILET AND BATHING FACILITIES(BC j j •, % 21. ALL VALVES MUST BE ACCESSIBLE TO THE SATISFACTION OF THE BUILDING MANAGEMENT, r - - - - - -- _ - „ 22, IF NECESSARY:NEW SHOWER CURBS MUST BE BUILT OF MASONRY ANCHORED TO THE SLAB. LEAD PANS MUST 1107,2.2). DWELLING UNITS SHALL BE EQUIPPED WITH DOOR WIDTHS AND CLEAR FLOOR SPACES FOR POSSIBLE ; 4 MIN 4 MIN !24"MIN./ L1 _ HORIZONTAL COVE LIGHT BE PAINTED WI BITUMINOUS WATER PROOFING MATERIAL AFTER INSTALLATION,THE SHOWER PAN MUST BE OCCLPANTS WITH PHYSICAL DISABILITIES.TYPE B UNITS FOR R-2 OCCUPANCY SHALL INCLUDE ADAPTABLE - 24"MIN. 'Mk. 4"MAX 12"MIN. (SPECIFY VIA SHOP DRAWINGS) TESTED BY 24-HR STANDING WATER TEST.THE SHOWER WASTE CONNECTION SHALL BE SOLDERED AND WIPED. FEATURES AND ABIDE BY REQUIREMENTS SET FORTH ALL APPLICABLE SPACES IN SECTION BC 1107, to BOLTED AND HUB CONNECTIONS ARE NOT PERMITTED. / L2 HORIZONTAL SHELF LIGHT 1$, DOOP,CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO �, 48"MIN, "MIN_ ' 30' MIN. "MIN_ - s (SPECIFY VIA SHOP DRAWINGS) 23. CHECK VALVES AND BACKFLOW PREVENTERS MUST BE INSTALLED ON EVERY SINGLE LEVER FAUCET,WASHING MOVE THE DOOR SHALL BE 5 SECONDS MINIMUM. __- ' S MACHINE, DISH WASHER,AND SINGLE LEVEL SHOWER BODY.ALL BATHROOM UNILITY SINKS AND TUBS SHALL 19. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 308 // 1-1 H ROLLER SHADE HAVE OVERFLOW DRAINS BUILT IN. OF THE ICC A117.1 AND BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR /a PIPING NOTES TWIS71ING OF THE WRIST AS PER SECTION 309 OF THE ICC A117.1. I ACCESSIBLE TUB FOR GRAB BAR WITH j SOFFIT LOCATION 20. BLOCKING FOR THE FUTURE INSTALLATION OF GRAB BARS TO BE PROVIDED IN ALL ACCESSIBLE BATHROOMS AS + ADAPTIVE BATHROOM REINFORCING STRIP (CONFIRM DURING CONSTRUCTION) STIR IN ALL RENOVATED AREAS,THE FEED BRANCH LINES MUST BE REPLACED BACK TO THE RISER, DESCRIBED N SECTION 604 OF ICC Al 17.7.GRAB BARS,SHOWER SEATS AND DRESSING ROOM BENCH SEATS 2, ALL RISERS MUST BE INSPECTED BY THE RESIDENT MANAGER UPON OPENING UP THE WALLS AND IF ANY WORK SHALL BE DESIGNED TO MEET THE REQUIREMENTS OF NEW YORK CITY BUILDING CODE SECTION BC 1607.7.2. I / # DROP CEILING DROP HEIGHT 21. INTERIOR ACCESS, FLOOR SURFACES,ADAPTABLE KITCHENS,ADAPTABLE KITCHENETTES AND ADAPTABLE ao 36 40 IS REQUIRED THE RESIDENT MANAGER SHALL CONTACT THE BUILDING PLUMBER FOR FURTHER REVIEW. ® DATA/ETHERNET OUTLET 3. THE FEED BRANCH LINES MUST BE EQUIPPED WITH AN EMERGENCY SHUT OFF/CHECK VALVE AS CLOSE TO THE BATHROOMS SHALL BE AS PER ICC Al 17. z "�- 4 "MIN. 12"M 36"MIN. 18" 131/ i (H=NON TYPICAL HEIGHT) RISER AS POSSIBLE, / 12 � i ,; z „ MIN. / IN , OUTSIDE THE WALL OR IN A FIRE RATED ACCESS PANEL, co DUPLEX RECEPTACLE 4 THE VALUE MUST ALSO BE LOCATED 0 RISER DIAGRAM I " o d (H=NON TYPICAL HEIGHT) 5. ALL BRANCH FEED PIPING MUST CONFORM TO LOCAL CODE REQUIREMENTS AND ONLY HIGH QUALITY COPPER ----- ------- ---- -------- -- --_....._..........._._..._..._....................__.___.____________..____...._.._............__.._....-........................_._.. i `n " GFI PIPES CAN BE USED, 56"MIN 18 �� C, _ 1,! _ / I GFI OUTLET $ NEW LINE N CHECK VALVE(QUIET) " v M _ M (NON TYPICAL HEIGHT) 6. THE LOCATION OF THE ACCESS PANELS,VALVES AND NEW BRANCH LINE RUNS MUST BE LOCATED ON THE PLAN / ' ALTERATION PLANS AND/OR SHOWN TO THE RESIDENT MANAGER DURING CONSTRUCTION, 220 E EXISTING LINE GCQ BALL VALVE TOILET PARTITION GRAB BAR WITH J ACCESSIBLE&AMBULATORY URINAL Uj i � 22 VOLT OUTLET 7. ALL EXPOSED AND NEW FEED PIPING MUST BE INSULATED,THIS INCLUDES BUT IS NOT LIMITED TO ALL HOT, REINFORCING STRIP WATER CLOSET COLD,HEATING AND COOLING PLUMBING FEED LINES,WHETHER BELONGING TO THIS APARTMENT OR NOT. POINT OF CONNECTION HAMMER ARRESTOR *WP WET ZONE GROUND-FAULT CIRCUIT 8. ALL PIPE INSULATION MUST BE INSPECTED BY THE RESIDENT MANAGER PRIOR TO CLOSURE, ' W INTERRUPTER RECEPTACLE WALL MOUNTED TUB/SHOWER NOTES CLOCK SPEAKER/STROBE AED QUAD RECEPTACLE ---- - AUDIO/VISUAL STROBE (H=NON TYPICAL HEIGHT) HOSE CABINET ALARM&STROBE 1. NEW SHOWERS INCLUDING TUB/SHOWER MUST BE NEW CEMENTITIOUS WONDERBOARD OR DU-ROCK;ALL TYPES -- -- - -- ARE TO BE LINED WITH A LAYER OF LATICRETE 9235 WATERPROOFING MEMBRNE WITH ALL SEAMS LAPPED 4". ✓" __ HORN/SIREN SWITCH(VIF) ✓- ✓ `/.__` '�_._-\ -�_ _\ 2. ALL CURBS AND BENCHES ARE TO BE BUILT OF CONCRETE BLOCK WITH BLOCK CELLS FILLED WITH MORTAR, Y \Y' \Y/ \Y� J FIRE EXTINGUISHER CABINET PROJECTADDRESS: p SWITCH ON DIMMER(VIF) 3. SHOWER BASES ARE TO BE FITTED TO A NEW LEAD PAN,COATED WITH POLYMER MATERIALS ON ALL SIDES. i o z 4. LEAD PAN MUST WRAP UP AND OVER THE CURB, , �- 3 VENT ROOF � -- --- w I °� _ w � _ - _ - ,- _ _ _ - - - `� �- � WARDEN STATION � AE�D � 1275 RUCH LANE 5, LATICRETE MEMBRANE IS TO CONTINUE ACROSS ANY BENCH SEAT,RECESS,OR PROJECTION AND DOWN TO LAP- ~' - BATH FM.BATH SOUTHOLD NY, 11971 IT THREE-WAY SWITCH THE LEAD PAN, ; ; o FIRE ALARM PULL STA ION CABINET ¢ M I Uj ' " F_ 6. SHOWER DRAINS ARE TO HAVE A SMALL AMOUNT OF WASHED GRAVEL PACKED AROUND THE DRAIN COLLAR ; '� THERMOSTAT i i TH (H=NON TYPICAL HEIGHT) WITH SLOTS IN THE ADJUSTABLE FITTING AS TO PREVENT TRAPPED WATER. ; LAV LAV TIL LAV TIL ' , ~ DRINKING FOUNTAINS RED AR TUB ; irlz�l i WALL MOUNTED (STANDARD&ADA/ANSI) �SN�JEA/Vs�T O SPEAKER ii H (H=NON TYPICAL HEIGHT) _.._ SHW � � SHW FLUSH CONTROL �� � -9�, C►� ,.__.._......_...._ , - - - - 2ND FLOORG TOILET PAPER AND EXISTING WALL OUTLET OUTLET �' TV AV/HDMI PORT COVER DISPENSER NSER SEAT * R' I H (H=NON TYPICAL HEIGHT) - _ _ BATH 105 +++-- --_ �__ BATH 104 KITCHEN POWDER B. _ _ _ _ NEW WALL i ._ -r_ rz J JUNCTION BOX r _ x COUNTER C UNTER DESK 0_31 :1 ' i ZD LAVHCOTL TL F1 4fi NWINDOW L j EXT EXHAUST TUB a EW�O LIJ SHW - -- - " 1ST FLOOR TOILET 7" PAPER TOWEL SANITARY NAPKIN OUTLET DRAWN BY.- Author DOOR j DISPENSER&WASTE DISPENSER&WASTE -- --- (SEE SCHEDULE ON SHEET X XXX) DATE: 9/4/2024 9:38:39 AM LAUNDRY RECEPTACLE DISPOSAL I POWDER SCALE: As indicated _ ------------- - -.....-...... 2 VENT ��-�� wM OVERHEAD AND BASE MILLWORK CLEAR DOORWAY WIDTH AND DEPTH DRAWING SHEET NAME: - DRAINLINE - , i ________ (ALL MILLWORK TO BE CONFIRMED TO SEPTIC TAN LAV _ TL LAV VIA SHOP DRAWINGS) i i -- 32"MIN. 32"MIN. 32"MIN. i GENERAL NOTES j .SEWAGE _ - - -------� - BASEMEN ' I WALL TYPE TAG - - - - - - x i (SEE WALL DETAIL SHEET A-800.00) IEG ECTO R Q PUMP DRAWING SHEET NO: ROOM ROOM TAG ( --- 3"WASTE 101 -....-- ...._--. ------......__.._._-_.__.._.-._.._.._._...... (A) (B) (C) HINGED DOOR SLIDING DOOR MAXIMUM DOORWAY WIDTH T UU1 U i i 1 ARCHITECTS: i ----'-................_....-'--—............. —'--"--- i __ ._......._........................... S A AMUELS+ I WINDOW SCHEDULE STEELMAN Type Type Mark Count Family and Type Rough Height Rough Width 1 Level Manufacturer Comments Generated by REScheck-Web Software 1 2 Shutter_3342:Shutter_46" Timberlane Certificate Compliance Statement: The proposed building design described here Is consistent with the building g g g plans,018Ispecifications,requirements and other ADDRESS: calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in _ 2 8 Shutter_3342:Shutter 56" <varies> TimberlaneComplianceREScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 3 6 Shutter_3342:Shutter 64" <varies> Timberlane Name-TitleSignature25235 MAIN ROAD B 2 Window-Single-Hung.36 x 52 4'-41/2 3 -01/2 ONE CONSTRUCTION PLAN Andersen 26.4 SF Date CUTCHOGUE NY 11935 Corporation Project 1275 Ruch Lane 631-734-6405 - --'---..._._........_...............----.-......__.........-.............-- .....__............._._.......-- -....-----------'-- C 2 Window-Double-Hung-Double;76" 5'-21/2" 6'-41/2" ONE CONSTRUCTION PLAN Andersen 66.56 SF Energy Code: 2018 IECC CONSULTANTS: x 62" Corporation Location: Southold, New York — D 1 Window-Single-Hung:30"x 46" 3'-10 1/2" 2'-6112" ONE CONSTRUCTION PLAN Andersen 8.06 SF Construction Type: Single-family SEPTIC AND STRUCTURAL ENGINEER: MARESCA &ASSOCIATES Corporation Project Type: Addition 188-04 WEST MONTAUK HIGHWAY - E 4 Window-Single-Hung: 38"x 62" 5'-21/2" 3'-21/2" ONE CONSTRUCTION PLAN Andersen 16.64 SF Climate Zone; 4 (5572 HDD) Permit Date: HAMPTON BAYS, NY 11946 Coporation Permit Number: --------..._...................................-......................-----— ---.....-''--- ---- '-- _ — -- F 5 Window-Single-Hun :38"x 56" 4'-81/2" 3'-211' <varies> 15.3 SF All Electric false --- Is Renewable false G - 16 Window-Single-Hung:34"x 56" 4'-81/2" 2'-10 1/2" TWO CONSTRUCTION PLAN 10.7 ...........___.._......__.._......_ .._..................... Has Charger false KONIOR ...................__..._.._......_..._......._....... —'- ' ....__...._......__..._.. ........_..._....... ..........._..i--._... .........................._. H 12 Window-Double-Hung-Double:68" 4'-81/2" 5'-81/2" TWO CONSTRUCTION PLAN Andersen 83,52 SF Has Battery: false 153 HERRICK LLC 87 SANDY CT x 56" Cor oration Has Heat Pump: false RNERHEAD, NY p � J 12 Window-Casement-Double:48"x T-51/2" 4'-01/2" ONE CONSTRUCTION PLAN 13.6 41" 11901 S 1 Window-Double-Hung-Double:75" 4'-81/2" 6'-41/2" ONE CONSTRUCTION PLAN 30.7 construction site: owner/Agent; Designer/contractor: REVISIONS: x 56" PERMIT REVISION 8127124 F „/3 S w x d.36 x 14 1 2 3 0 FOUNDATIONi In n Wlndo FI e T 4 sta ce i • ♦ i I< i® a � s ♦ j,."'Sr ice'£:-:�i//,• „� ..�' v ^�%�;'r 5//�/„r'.i,� .s /:-,:.%s:i, �� r. ., /�� i� .,� ,. ., ,,, ,:-. � ,i.,. :;., ;.,,,jai...,:. // :':/.. ;,.✓/Gi//%� 2 Window-Casement-Single Left. 3 0112 2 01/2 ONE CONSTRUCTION PLAN Andersen 12 SF '% �;.w,//i//��<�r.<�i/,r<„i/ a„u„ L�o ;,,,,,,ii u'/ fll�/�//r%alsiv i„oii�/L%////.1/s//„��:!,,d//`/////�,aG✓roo„ao�,Hre:,,ue Compliance: 35.0%Better Than Code Maximum UA: 523 Your UA: 340 Maximum SHGC: 0.40 Your SHGC: 0.27 24"x 36" Corporation The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. XXX 1 Instance-Window-Fixed:d:24"x 48" FOUNDATION NOT It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. 1 USED Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,000 30.0 32.0 0.017 0.026 17 26 Ceiling: Cathedral Ceiling 200 30.0 32.0 0.016 0.026 3 5 DOOR SCHEDULE Wall:Wood Frame, 16"o.c. 3,400 28.0 31.0 0.018 0.060 47 158 ._.............___.______..........................._......-.._........ Door:Solid Door(under 50%glazing) 42 0,350 0,320 15 13 Count Type Mark NAME Level SIZE MFR FINISH HARDWARE I NOTES Door 1:Glass Door(over 50%glazing) 70 0.300 0,320 21 22 4 8 ONE CONSTRUCTION 30 3/4"x 817/8"x 1 Andersen NOT USED SHGC: 0.17 Window 1:Wood Frame j PLAN 3/4" Corporation SHGC: 0.28 662 0.300 0.320 199 212 Floor:Stab-On-Grade(Heated) 1 110 ONE CONSTRUCTION 6$++x 80" x 2" NOT USED Insulation depth:4.0' PLAN Insulation position: Fully Insulated(user specified 167 19.0 0.564 0,645 0 0 1 132 SITE PLAN 30"X 80"x 13/8" NOT USED perimeter R-value+ R-5 under slab) Basement Wall: Masonry Block w!Integral Insulation ®•®._■ 1 145 SITE PLAN 192"x 84"x 1112" NOT USED Wail height: 7.0 1,473 19.0 20.3 0.026 0.059 38 87 Depth below grade: 6.5 1 ED1 Wood Entry Door-Two Panel ONE CONSTRUCTION 36 5/16"x 80"x 1 Trimline Painted Deadbolt&Key I See project manual.Special trim see detail Insulation depth: 6.5' PLAN 3/4" Lock at A403. _..—...............--'-................................_-...--..... --._........ .._.__.._.. "-'---'-- ...--'-'---- — — --- ----- -- — - -,------- --- -----------' Project Title: 1275 Ruch Lane Report date: 08/26/24 Project Title: 1275 Ruch Lane Report date: 08/26/24 2 ED2 <varies> ONE CONSTRUCTION 641/16"x 84"x Andersen Painted <varies> <varies> Data filename: Page 1 of10 Data filename: Page 2 ofl PLAN Corporation 1 ED3 Double Sliding Door-Glass ONE CONSTRUCTION 68"x 84"x 2" Andersen White Clad Sliding ;See project manual PLAN Corporation 1 ED4 Single Exterior Door-Full Glass with FOUNDATION 32"x 84"x 13/8" TBD Painted Deadbolt&Key Mullions Lock —'- --' -'--....._.................... _....._.-............................................................. ---"- -' -....__.._._..—_._..._.._..-'----._._..._... .._..-' ---- _-- - -'----..........._._.....-_........................----........--'-i---- -.._ .__...........--- 9 ID2 _ Single Door-Two Panel i -- <varies> 30"x 80"x 13/8" Trimline Painted <varies> _ j<varies> Of 4 ID3 Single Door-Two Panel TWO CONSTRUCTION 32"x 80"x 13/8" Trimline Painted <varies> <varies> PLAN 1 ID4 Single Door-Two Panel TWO CONSTRUCTION 34"x 80"x 13/8" Trimline Painted varies PLAN 2 ID5 Double Door-Two Panel ONE CONSTRUCTION 48"x 80"x 2" Trimline Painted Passage Special trim see detail at A-403 P N LA j --._.....__.._..._........_._._.........................._..._..--...._._..... ._.._......_.......... ------' -'- 3 ID6 Single Door-Two Panel ONE CONSTRUCTION 28"x 80"x 13/8" Trimline Painted <varies> <varies> i PLAN PROJECT ADDRESS: 1 ID7 Pocket Door-Two Panel TWO CONSTRUCTION 28"x 84"x 13/8" Trimline Painted varies PLAN 3 IID8 Pocket Door-Two Panel <varies> 36"x 84"x 13/8" Trimline Painted <varies> <vares> 1275 RUCH LANE 5 ID9 <vares> <varies> <varies>x 80"x <varies> <varies> <varies> <varies> SOUTHOLD NY, 11971 -'--....................--.........._-......._................... ---._._...--'-'"---.._....................---................. -......_...--....__..._..--- .._.._.._.._.__...._._.- 2 ID10 Single Door-Two Panel ONE CONSTRUCTION 24"x 80"x 13/8" Trimline Painted <varies> <varies> ED ARC PLAN ��CO JEA/vs,9�T�,C, 2 ID13 1 Hr Rated Metal Door <varies> 32"x 80"x 1314" TBD Metal <varies> <varies> 3 ID14 Single Door-Single Panel I<vaNes> 30"x 80"x 13/4" Trimline Painted <varies> <varies> I * A Grand total:470443 i�6L8i0 FQF NEB i DRAWNBY• Author DATE: 9/4/2024 9:38:44 AM SCALE: --' --.._........-'-----'---------.._.._.. ------......................._....._. DRAWING SHEET NAME: I SCHEDULES i DRA WING SHEET NO: T=002 , 01 I I I i ARCHITECTS: SAMUELS+ STEELMAN d ' P P ADDRESS: ---- ------- �� 25235 MAIN ROAD \sFp 19.1 ® 0 �' CUTCHOGUE NY 11935 631-734-6405 S y � - —'-' -- '- r FcsfiA \Tic �r ��s cF , -j CONSULTANTS: 18.8 - Is SEPTIC AND STRUCTURAL ENGINEER: ` d MARESCA&ASSOCIATES 188-04 WEST MONTAUK HIGHWAY (LO) 2'' Q� HAMPTON BAYS, NY 11946 rip A�e c � � � cJ/� OWNER: KONIOR s, 153 HERRICK LLC 20.2 +_ '� ~*;; 87 SANDY CT Q¢ \� "' RIVERHEAD,NY _ - _. 20.1 �'. \. 21.0 REVISIONS: Q PERMIT REVISION 8/27/24 �\ \ 208 20.7 20.9 (`,^y �tC/ mt �a. �� ; ~\\ %j,. �'`.,/{fin., \�` '. .,-.. _„`T ,r -'_...--••' � / ��` ,`,� �'r 44aa✓9 ' S - _ I N`SQL /` f -- - ..._......_._._.._._... .........--...........-- - \ c� PROJECT NAME: 21.3 \` _` = "V 'fit F .� o 19.2 f ,, l 41 ,3 21-4 C qQ f \ V r ! ! T '6 76) 18.4 - 18 <21.4 S0.Te< !,+ �`\ b/v FO i ,, S� S,tis F.. o� '`•. ; ; 0 19 6 f' �ptioL\ IN F . 17.8 17.5 Nsc WATERLINE �4riJJ _1 V_JSHOW E, 1.2 .9q0 QA 20 \hq 1 /'. ., �`'`., - � +� Il�� f a' - � ' _ 20.3 ' `ti " ' 18.8 rf2• y N `` � C w/G.�Q`� �� Q Np� 20.1 d. - ,ti � ..��+ �`, sa' +V4 ��',,7•� `` `'` ``., �*'.,� �`�� � I � I � I ( /t ��r.� Q': a;�. iA,- �',• :;v': ':. 'f` - ,,.-''-,� 1 � O ` , C,y �5:z \❑ lya c \R �� �.�-T; j , rciyj .r _;,,t < .,r.,:•\;.<,'`; C pFsF;Y,�q,lfi - fy• y.qTF k1vfi QC 7 ® kk 18.9 ` `l / " • - 1: , v � " PROJECTADDRESS: q- 2 . 4, a c !isc 1275 RUCH LANE - 'v,� N e .- i l �. r 4 ,,;r SOUTHOLD NY, 11971 _................_..____. .-----------.-.........__....-------- -- 19.0 c`4 RED ARC • �,�. �, .yid` � ,,� QS .O` L� 1 � �`� :- ; �.•�;0,,. Pe? • -• � ... C ICU.. p m0` / �! ' Q� ' �; !''�,r '" p� ��`� N�yE JEAN f }, r,,r> '•:;. a '� //.,' //fir,- *, . .. ir sA!✓ w o� - ` - '1' '. / �� 4 �� -S�,vr4:"-. {' Ca s�5 S _kiG?.LE �� �v T,9 0436 O TFOF NEW 4 1 Author DRAWN BY,'--..._...---'---- ' ---- DATE: 9/4/2024 9:38:53 AM --------SCALE: ------ / g•, -, �FgTF d a 4 0�, DRAWING SHEET NAME: SITE PLAN ° ,.6SITE PLAN DRAWING SHEET NO: SCALE: 3/32 = V-0" 4 NOTE: SEE APPROVED SPEC PLAN FOR EXACT � �5pv DIMS AND DETAILS �, �� � Y bus i I I ARCHITECTS: DEMOLITION NOTES 1. ALL EXISTING SHEATHING ON GROUND FLOOR TO REMAIN,PATCH ONLY,ALL EXISTING INSULATIONSAIRM] U E L S AND GYPBOARD TO REMAIN,PATCH AND REPAIR AS NEEDED ONLY,PATCH,SKIM COAT AND PAINT WITH LOW VOC PAINT ALL HOLES RELATING TO DEMOLITION SCOPE, 2. ALL EXPOSED WIRES TO BE REMOVED BY THE CONTRACTOR, STEELMAN 3. ALL ITEMS TO BE REMOVED IN ORDER TO ACCOMODATE NEW INSTALLATION. 4. ANY UNDETERMINED PORTIONS OF THE DEMOLITION TO BE SUBMITTED TO THE CLIENT AND ARCHITECT VIA RFI PRIOR TO INITIAL FEE PROPOSAL. THE CONTRACTOR ACCEPTS THAT THERE WILL I BE NO SUPPLEMENTAL DEMOLTION FEES AFTER THE INITIAL CONTRACT IS SIGNED UNLESS THE SCOPE ADDRESS: HAS BEEN MODIFIED BY THE CLIENT. a b C 25235 MAIN ROAD T 73406405 GUE NY 11935 631 -----------------------------------------------------------,--� ',- ---------------------------------------------------------- I ! CONSULTANTS: DEMOLITION LEGEND ' SEPTIC AND STRUCTURAL ENGINEER: MARESCA &ASSOCIATES 188-04 WEST MONTAUK HIGHWAY HAMPTON BAYS,NY 11946 NOT IN SCOPE OWNER: EXIST KONIOR ING WALL OR i i ....... REMOVE OUTDOOR DECK I PARTITION WALL TO REMAIN I i i i i I ! 153 HERRICK LLC AND TRE LIS STRUCTURE 87 SANDY CT RIVERHEAD, NY DEMOLITION i i i i 11901 REVISIONS: PERMIT REVISION 8127124 -......_......---.........---............---...._..._._._..._.._..--._.....---------.._... EXISTING INSULATION TO BE -- - ------- REMOVE OOD/TILE FLOOR EXISTING CONDITIONS REPAIRED AS NEEDED THROUGHOUT INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS j REGARDING EXISTING FACILITIES AND CONDITIONS IS TAKEN I ; --- ------- -- -- - REMOVE CABINETRY PROJECTNAME: FROM DRAWINGS. OTHER FORMS OF DOCUMENTATION, ; AND PLU74 BING FIXTURES REMOVE SI ING VERBAL AND WRITTEN REPRESENTATIONS FURNISHED BY THE _ _ _ _ - AND WIND WS THROUGHOUT OWNER,AND OBSERVATIONS IN THE FIELD WITHOUT - - - - - - - - - - ........ ....... o..o �..: EXTENSIVE EXPLORATION OR DIMENSIONAL VERIFICATION. I I ' Ir 0 �I ! CONTRACTOR IS REQUIRED TO CHECK AND VERIFY ALL EXISTING EXTERIOR I _ _. � -- - INFORMATION IN THE FIELD PRIOR TO ORDERING MATERIALS SHEATHING TO REMAIN - --- --- { AND PRIOR TO PROCEEDING WITH CONSTRUCTION. �--� _._ ..... �_^�---� I Yv Yv 1� v CONTRACTOR SHALL NOTIFY THE ARCHITECT fN'WRITING OF i DIFFERENCES BETWEEN " - WHAT IS INDICATED IN HE BEDROOM BEDROOM �_. CONTRACT DOCUMENTS AND THE ACTUAL CONDITIONS THAT �-- - - - - DINING KITCHEN _ _ ._......__._ ..._... _..... .___-.__._ ...... ......... __ ._._...._._..._._ 2 WILL MATERIALLY AFFECT THE PROJECT. l 107 10 777-1 3 1 ( 102 u . ................ - - -...__.....--.-.. - -- -- -- _ _.._ _ ..... E'er< it 11 .-11 ' II- 'll ' .11:.,; IL REMOVE ALL Il it. l ."�I . Il II_ ,'II. `,II _JI "-II INTERIOR DOORS --------- BRACE INTERIOR WALLS I �.= L... 1L .: _ _ - _ I - REMOVE GARAGE DOOR ......... ............ AS NEEDED THROUGHOUT .. .. I AND TRACK DEMOLITION I REMOVE WINDOWS - - -�= REMOVE CONCRETE STAIR I FOR REPLACEMENT WINDOWS \ I \ � � REMOVE CONCRETE APRON I � 3 -- REMOVE EXISTING EXISTING GARAGE -- �� TRUSS ROOF AND CEILING I I ! HALL F-- I I I I REMOVE EXISTING 109 \ -- I - BOILER FLUE AND CMU IL EXISTING DRYWALL TO REMAIN. I ENTRY\ PATCH AS NEEDED I REMOVE ALL PLUMBING FIXTURES 1Q0 AND FINISHES TH ' .. ,. _ . .. -I �.... ..... .... 04 �- I r-� BEDROOM. ; . I LIVING ROOM , \\ ( I ROOF AND TRUSS STRUCTURE ......... 105 - I I _._ .101.._......_....... \ TO BE REMOVED ; PROJECTADDRESS: I o I I J g I I I-- - - -- - - - - - - - -� ' 1275 RUCH LANE - -� I III I I SOUTHOLD NY, 11971 1 I I REMOVE BAY WINDOW ! I I I I I I I ! REMOVIF GABLE ROOF I I ,���tED ARr, ABOVE IAfq I EXISTING CONCRETE STOOP sI- 44436 TO REMAIN �TFOF NCO i i DRAWN BY.' Author DATE, --9/4/2024 9:38:30 AM - I ! SCALE: As indicated DRAWING SHEET NAME: DEMOLITION PLAN I I i LEVEL ONE DEMO PLAN I I DRAWING SHEET N0: SCALE: 114"=l'-0" I I , = 100001 I • i I i I i ARCHITECTS: i EXISTING WALL I SAMUELS+ I — /% NEW WALL 1 STEELMAN I WINDOW I ADDRESS: DOOR (SEE SCHEDULE ON SHEET X-XXX) 25235 MAIN ROAD a CUTCHOGUE NY 11935 b C 631-734-6405 44' -41/2" 22' -5" OVERHEAD AND BASE MILLWORK _____-__ (ALL MILLWORK TO BE CONFIRMED ICONSULTANTS: VIA SHOP DRAWINGS) I II MAR SEPTIC A CD STRUCTURAL ENGINEER: 1 I IATES WALL TYPE TAG 7 188-04 WEST MONTAUK HIGHWAY (SEE WALL DETAIL SHEET A-800.00) 3 12" SONOTUBE AT 3' ALIGN W/POST ABOVE 1 HAMPTON BAYS, NY 11946 -352.0 BELOW GRADE WITH ROOM -353.0 I OWNER: ROOM TAG I POST ABOVE (TYP) I 101 24' - 1" 1' - 1 1/2" KONIOR EQ EQ EQ EQ 153 HERRICK LLC 2---2XM PT FLUSH — — — — — — — — — I II RI ERHEAD, NY I I 11901 I I REVISIONS: I I 1 PERMIT REVISION 8127124 I I ( I I FI I ZNEW SCREEN PORCH I a of ABOVE NEW 3 SPRAY FOAM INSULATION (R-19) � �-� PAINTED GYP BOARD FINISH I N aU I I I I I jl I 5' -6" 9' -6" I PROJECT NAME., I 2 - 2X10 PT LEDGER W/2X4 SPACER @ 32" O.0 W/1/2" GALV M.B. NEW8"THICK POURED CONCRETE C° 22, - 1 1/2" II RETAINING WALL. 31 -411 OT SEE DETAIL ()6-A d-,,( I I o -7'-0"AFF I =NEW CAST IN PLACE �o t EGRESS STAIR 00 __ O UPGRADE ELECTRICAL N I STORAGE I I I I <_ ° d NEW 4 O.D. ROUND PANEL PER ELECTRICAN - - ,- 001 0 °' ':' � : '; ' °.q ° Z ( METAL COLUMN 1- LL d e. - LOAD LETTER -_ -- ABOVE NEW 3'X3'X1' r— — � CONFIRM LOAD -- --- --- EXISTING b METAL °° I d ;.d .;..° POSTS TO GIRDER PC FOOTING BELOW ° AC PRIOR TO CONSTRUCTION - - -- J I ID1 Lu e Q° NEW 8"X 16" PC O --- -- �' 1-017 ' -7" 6 - 11 1/2" 8' - 1/2" 15'-2 d ° FOOTING W/(2) #5 a REBAR CONTINUOUS 6" MINIMUM BEARING - e ° ; d„ ° d- ON FOUNDATION WALL _ - -° a °" - y 'n "-d'. --�01�" . . e <, �. - �,. + T d e ed- Q °9 ^.e.ed UNDER LOAD BEARING N d, Q. , °. _ d- ° 1° d,'.° •! 0.+ .° ..`'C.' .e_ ° d ° ,A...Q WALLUp O M °° EW 3 - 71/4" LVL GIRDS W/(2_5/ "X 7" STL PLATE -- -�. `Ot 1 N ED4 I Li- ID13 a°' tie .. :.a.e ° -350,0 ba°M-ININI MaBEARING , ° yr - _ _ , ON fDUN ATION w°c L .d4 Q o etl Co I lull Ili I "4.:.r -• ° "� -'�• - o IIIII, I 1 HR RATED BL FLUE - _ . IIIII e d - °d• aY .�W e ° e ° dQ n-• - •d ae, NEW 4" OD ROUND METAL J Ili'--- -- ( � DOOR ° o COLUMN W/NEW 3'x3'xl' PC o I J I I J BL -- ° :s Q° -" I.:J FOOTING W/(4) #5 REBAR 5< I -- -- . . . � ..� QO N ° : °:,.° q d d a i. EACH WAY SET 4" FROM z ^( -- -- I - EXISTING 8" I 2X61 HR G� 4< °. RATED ' _ = PROJECTADDRESS: BOTTOM .� WH ° CONCRETE WALL ABOVE Cn d '° �. ddQ �•- •• < -e,-, -•8 CASE AROUND GIRDER x I -- -- WALL `�" =; W ='-d: d ;. 4. WITH FOOTING BELOW - NEW FLUE a;' e w Q m ; ° 1275RUCHLANE 003 - a'" 'd • ;a SOUTHOLD NY, 11971 T I - --- FOR BOILER EXISTING GARAGE N ABOVE I °;Q d e (2) LVL I ° °. q ° ° d 4" CONCRETE RED AR PUMP ° ° ' e ° SLAB ABOVE ,1E,q C,y�T p;44 4 °" ae, ate, ° °d<, d ,° °•° �G �EXISTII F1R PLACEaF00TIN�S•'e`•'a � 4 8' -711 e d ` d d ct slo _ -d1 e _ ENCLOSE FJ ABOVE 5 sTgT Q4436 �o�� EXISTING 8 NEW LVL FLOORI G PER SPEC GAS METE F OFNEN! CMU WALL ABOVE WITH GYP BOARD FINISH ON GROUND LEVEL WITH FOOTING BELOW BAT NEEDED TION REPAIR EXTERIOR DRAWN BY., KS I DATE: 91412024 9:31:03 AM 2 1 SCALE: As indicated I DRAWING SHEET NAME., I II i BASEMENT CONSTR. PL 1 I I II BASEMENT CONSTRUCTION PLAN DRAWING SHEET NO: SCALE: 114"=V-0" I i I ARCHITECTS: i EXISTING WALL I SAMUELS+ I NEW WALL I STEELMAN WINDOW I ADDRESS: DOOR (SEE SCHEDULE ON SHEET X-XXX) 25235 MAIN ROAD a b C CUTCHOGUE NY 11935 631-734-6405 OVERHEAD AND BLASE MILLWORK g 1 CONSULTANTS: (ALL MILLWORK TO BE CONFIRMED VIA SHOP DRAWINGS) I -352:0 -353.0 SEPTIC AND STRUCTURAL ENGINEER: MAHONGANY I REMOVABLE SCREEN PANELS MARESCA &ASSOCIATES 1 I WALL TYPE TAG (SEE WALL DETAIL SHEETA-800.00) STAIR TREAD SEE ELEVATION 188-04 WES T MONTA UK HIGH WA Y HAMPTON BAYS, NY 11946 45' -0" ROOM ROOM TAG i _ 24' -4" I 6X6 CASED POSTS I OWNER: 101 U P KONIOR ------ --- - _ 153 HERRICK LLC 87 SANDY CT I I RI VERHEAD, NY 11:2............. . 3 - 2X6 HEADER 11901 ��c4kfo� I l � � REVISIONS: o I P✓iAHOGANY DECK PERMIT REVISION 8127124 OVER 2X8 PT FJ eel I 10 N o Ua SCREEN PORCH a w ' I (4) 2X6 POST W GAS GRILL HOOK UP 1 N N X I NEW WINDOW N r � I HEADER I `" I \10 - 101/21. . GAS STOVE VENT TO EXTERIOR 10' -7" 10' -91/ " 11'-41/2' 1 S� 21' - 91/2" PROJECT NAME: 5' _ 5„ 2, _ ,� ' _7 8' - 1 1/2"V.I.F ' -6"V.I.F .. ...-. I .. -400. (Z) 2 X 10 (3) 2X1O HEADER (3) 91/2 LVLwEADER o o I .N . ....... ------- -------- ED3 1 arigerato DVV i l0 5 c, I a '� 6' - 1" Sim 403. NEW WOOD I 5 FLOOR ON I J x �— DINING `_" ii _j o I �; ' - 10" 7' _0„F T _ 4' -61/2" 400:0 _ EXISTING FJ @' > I KITCHEN I 2- 8 NO3 N N CoM I _ --- -- I C Co /01/2 _ BEDROOM %o BEDROOM L0 M � I�` JLL _ 2 ` _ N o I _._...-----.........E - .2 - o TILE ONE FLOORING El12.2 �2 ..i.2.- HI DER N _ O X D LE 0 I �;- o o > . Q�� = l ............. ! ............ ,...._............ ....._ _................................_ I _ ;._ I—- ...._.... 10 ................. . ...WOOD POST h I _ ... ..._._... ---..._ (3) 2x4 POST . . .. 12' - 3" 10 _ POWDER10 --- - `- I ; ^ I W IF _ - _ _•__ N --- TO ALIGN W/ I ID5 v i _ —I _ ,F , 007 �' POOL CABANAI @� w N DER BELOW - BOLTED U.C. V _....-.-.. ....._...._.__._..�...I ... �._L_....... _ o 1...� .... --- -- 3 -0 3 -5 I II II ISLAND 111 I - Co r _ - I 0') CONNECTIO Wine ( x I o i -�" N I E --- O (2) 2X8 HEADER . '� ID9 IQ9 2 LVL ------------- -..... SEE DETAIL - - o CL _ ?- CL L ID2 — —" — — — — — — — WIFI TOWEL 16 z J W — c� (3) LVL W/(2) 1"X 11" STL P ATE LBWA SOUND i Z u.c. U.C. ---- lD2 1' -6 ----- o z STORAGE _ -- ! - -------- -- N N _ CL II o, I 2 -2X10 EADER ..... I Wi ne N - ID2 == I ID6 I o s, CL CL CL �T--- z O - T . m N ID5 ID9 117/8" _-_--_ 1 3' - l/ ' 3' -01/2" 4'-9191/2" 10'- 11 1/2" ID10 1 ----- 1 1 . ......... HALL. . =_ ;' N 4'-0" �, G L ID8 ID2 (4) 2X6 POST , __ __- (4) 2X6 POST 1 0 I o o WI B EW 8"X 16° P.C. 109 -- -= c M (4) 2xb POST = -350.0 x I TO ALIGN W/ I -_- 1 _ TO ALIGN W/ o N I HEADER TO RIDGE (3) 16" LVL STRUCTURAL RIDGE = E FOOT NO W/(2) #5 REBAR EXISTING DO R N............. . . . ... . - -...-.....--ID10 --- GIRDER BELOW =- -- f GIRDER BELOW I ^ - _ - CONTI UOUS UNDER WALL -- BEDROOM = _== - °O HEADE I ENTRY - `�' I 1 - 10 �-' I N N c,I . I PANELING 1 - 100 �105.......... .... I _...__...... ..:....:.:....................I I .. . 100 =_ __= AROUND STAIR o N = N I I M ...... N I BATH J WALL I M I I w I 4 2X POST c� I I I sim > I =- -- I > �' I z ,� _ L.LI 1 oO J I> CEILING RIDGE U _ - ( _ _ �. J I q N FROM,HEADER PROJECTADDRESS: 104._.___.._ -401.0 ------ I o CE RI = r �r �) -- ---- I I =- - - -: - - - �-► _ — o TO DOE ABOVE o "_' ^ I I NEW WOOD FLR 2 L L ON EXISTING FJ I _ _ 1 �' 1275RUCHLANE t- I I - I (2 LVL SOUTHOLD NY, 11971 Slm uP ) NEW MASONR IREPLACE _ �.. . LIVING ROOM I o 1 x CoID cv W ! BA -4000 1.0 �P o i I 101 I E `��ER s Lj Reti�r .. 1.06._ ._ ._.. .. .... I 1 3� _oil M -�t �(rry l 1'�C,�• �� �� Nsq F00 1 I:D6..... --- _.._. ED1 M I x .� (2) 2 X 10 2 2 X 10 — ) 2 X 10 3- 91/2" LVL b II rc — — t 4 yE §` O OLo ENTRY LANDING o 12' -81/2" 3' -2" 5'- 6" 2 2X10 - V ( M n ' n � n � n i - -4 - - �-0�-/2 4 -$_1L2- 4 -? - - - — - -01/2' - $- _ 2 - 2X10 HEADER - 5 srq OA 36 ------ I OF NE 4 10' -01/2" 9' -0" UP---------- 15' -41/2" " NEW BLUESTONE 5' -4" :!1 -21/2' 6' -4" 1' -91/ " 5' - DRAWN BY, KS NEW WINDOW HEADER I _r Ir , J NEW 8X8 POSTS 10' -8" STEP ON EXISTING LANDING 1 21' -5" EXTEND EXTERIOR W L DATE. 9/4/2024 9:31:04 AM AT ENTRY 44' -2" (NEW BLUESTONE CLADDING ON LANDING) 22' -0" FOR SHUTTERS SCALE: As indicated DRAWING SHEET NAME: I FLOOR 1 CONSTR. PLAN 2 -351.0 I LEVEL ONE DESIGN I DRAWING SHEET NO. SCALE: 1/4"=V-0" A- 1 00 , 01 I I I ARCHITECTS: EXISTING WALL I SAMUELS+ NEWWALL I STEELMAN v " ,; I WINDOW I ADDRESS: DOOR (SEE SCHEDULE ON SHEET X-XXX) I 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 OVERHEAD AND BASE MILLWORK ________ (ALL MILLWORK TO BE CONFIRMED a 3 b C CONSULTANTS: VIA SHOP DRAWINGS) -352.0 -353.0 SEPTIC AND STRUCTURAL ENGINEER: 1 i WALL TYPE TAG MARESCA &ASSOCIATES (SEE WALL DETAIL SHEET A-800.00) I 8-04 WEST MONTAUK HIGHWAY ROOM I I � HAMPTON BAYS, NY 11946 ROOM TAG OWNER: 101 KONIOR 153 HERRICK LLC 87 SANDY CT RIVERHEAD, NY 11901 I I M REVISIONS: PERMIT REVISION 8127124 NEW ASPHALT ROOF BELOW LF ROUND GUTTERS _ I ELOW i I f 10' - 111/2" 4'- 1" 9' -5" 9' -0" 10' -4" 9' -01/2" 9' -01/2" 9' -01/2" 8' -61/2" 1 Sim Sim PROJECT NAME: ...:...:.:.................:...:.:.::::.::.::.::::::::::.:....: �, 6 I F F ------------ - ------ — -------•-- -402.0 -------------- — — -- 1p (2)..-2X8. _ (2) 2X8 /� (2) 2X8 2 2X8: i . � ® = N I 97 I I LAUNDRY I I N I M. BATH 210 I II N I I I ... ..... ...... .. ......... .. . . .. .. O Z' .j I , r - 211 �� I o �' .... -BATHROOM CDI x ID7 = v I �: — N o -2-0�-- OFFICE : 10 1 I/ 7� cv I .. ' CD ' i I I cV T I rr I 8' -81 71 ; O N 6' : / .ID3 ID3 ID4 I> I ------ 6o — �2 2X8 ---- ao (2) ZX8 I Z)-�g------ - - - ----------- II HALL „ 4' -0° , _ ,� _ 11 1/ ' (3) 2X61 x NCo. — 3' _ 1,� 206 ID3 15' -61/2" 4' -91/2" O Wic co 2 2 ID2 v ... .. ^ ID2 212 -- I o I (2) 91/4 VIL I ID3 EXISTING ROOF �„ — - — _ BELOW, NEW ) 2X8 ASPHALT SHINGLES DGE�EAM 7� -- --- — — N — — — — — — K(2) 2X8 I I I 2X4 WALL WITH R-19 1 X.................. I X -- --- INSULATION AROUND FIREPLACE -350:0 I N ; 2X6 WALL ID2 N I . .CD BEDROOM I 9 �L CMU 1 �I UP TO RIDGE " -- --- �I of .......................... - . ............................................. 0 � CD I M.BEDROOM I =I Ga 207 xI a° a U of x� NI N N NEW CMU CHIMNEY 0 o NEW CEILING RIDGE V _ _ _ _ AT CATHEDRAL — . . .. . N I __ ___ N I i oo WITH LEDGE STONE FACING p ABOVE PROJECT ADDRESS: I I 2' ; "0 c� 4' -61/2" L_ -- ---C) Z GYP BOARD CEILING I ; 1275RUCHLANE .... . . AT 8'.. .. I 6L SOUTHOLD NY, 11971 NEW ASPHALT G co CU WOOD ROOF BELOW N I PICKET I ID9C14 ....... ...... ............................. I . , ftED ARCS CMI BENCH JEAIys ..� I _ (2) 2X8 (2) 2X8 _. (3) 2X8 (3) 2X8 V I '�Gtn ��� A r- G H H , .................................................................................. .......... .. ......... o — —4�_ — — �� �" — — 9' — — — 1 =8112" — — — — — — — — — — — — — — 5 sT 04436 ' 8'-61/2" L 12'-21,1 " 3' -2" gT�CF NEN NEW ENGINEERED WOOD FLOORING 10' -8" I II THROUGHOUT PER DRAWN Author 06 AM SPEC NEW ROOF BELOW DATE, SCALE: As indicated HALF ROUND GUTTERS I I II PER SPEC DRAWING SHEET NAME: I FLOOR 2 CONST PLAN I . 2 -351.0 I I DRAWING SHEET NO: I LEVEL TWO CONSTRUCTION PLAN SCALE: 114"=1'-0" I ARCHITECTS: i I EXISTING WALL SAMUELS+ STEELMANWALL NEW I I WINDOW ADDRESS: I DOOR (SEE SCHEDULE ON SHEET X-XXX) a b 5 MAIN ROAD C CUTCHOGUE NY 11935 631-734-6405 1 OVERHEAD AND BASE MILLWORK 3 -353,0 (ALL MILLWORK TO BE CONFIRMED I -352,0 I I SEPTIC AND STRUCTURAL ENGINEER: VIA SHOP DRAWINGS) I MARESCA &ASSOCIATES 1 I WALL TYPE TAG (SEE WALL DETAIL SHEET A-800.00) HA - WEST MONTAUK HIGHWAY MPTON BAYS, NY 11946 I I ROOM i II OWNER: 101 ROOM TAG KONIOR 153 HERRICKLLC 87 SANDY CT II RIVERHEAD, NY 11901 ASPHALT ROOFING 0 YW00 NEW HALF ROUND GUTTERS HOUSE WRAP, ON NE 2X8 @16" R �,� "� I REVISIONS: PER SPEC RUBBER MEMBRAN �,(� I II PERMIT REVISION 8127124 l i I I I II 1' -61/ It 1'-6" I 1.5/12 SLOPE I I li PROJECT NAME: I -- -- .... - I I II 6„ - I - I I I I I l O i ASPHALT ROOFING ON 3/4" PLYWOOD, NEW ASPHALT ROOFINGON NEW RR I I HOUSE WRAP, ON NEW 2X8 @16" RR 4/12 SLOPE IIn�o I O 4/12 SLOPE II - - - - - - - - - - - - - - - - - - I - - - CD 3 1 4/12 SLOPE I I I -350A II I I U CHIMNEY 4/12 SLOPE I PROJECTADDRESS: II " I ACED LEDGE E 1275 RUCH LANE SOUTHOLD NY, 11971 I I II ��FtED A& JEAAIS9/��C «7j — I— — — — — 4/12 4/12 — — — — — I — — — — — — — � � — — 5 sT 04436 SLOPE SLOPE — C° 9rFOF NE �a I DRAWN BY: Author NEW HALF ROUND GUTTERS II DATE: 9/4/2024 9:31:06AM SCALE. As indicated DRAWING SHEET NAME.- ROOF CONST PLAN tl 2 -351.0 I DRAWING SHEET NO: I ROOF PLAN SCALE: 114"=V-0" I " ARCHITECTS: i NOTINSCOPE I SAMUELS+ 1 DOWNLIGHT STEELMANO (SURFACE MOUNT) ( ODOWWLIGHT ON SENSOR S (SURFACE MOUNT) R RECESSED LIGHT FIXTURE ADDRESS: a 25235 MAIN ROAD SMOKE DETECTOR b CUTCHOGUENY 11935 S/ C 631-734-6405 O CEILING FAN CONSULTANTS: I SEPTIC AND STRUCTURAL ENGINEER: CHANDELIER I MARE88-04SWEST MONTAUK HIGHWAY Ll HORIZONTAL COVE LIGHT HAMPTON BAYS, NY 11946 (SPECIFY VIA SHOP DRAWINGS) I + OWNER: L_2_ _ _ _ HORIZONTAL SHELF LIGHT (SPECIFY VIA SHOP DRAWINGS) KONIOR, 153 HERRICK LLC H ROLLER SHADE I 87 SANDY CT I RIVERHEAD, NY I SOFFIT LOCATION 11901 (CONFIRM DURING CONSTRUCTION) REVISIONS: # DROP CEILING DROP HEIGHT I I PERMIT REVISION 8127124 v DATA/ETHERNET OUTLET (H=NON TYPICAL HEIGHT) I I qp DUPLEX RECEPTACLE (H=NON TYPICAL HEIGHT) �GFI GFI OUTLET � PROJECT NAME: (NON TYPICAL HEIGHT) 220 I 22 VOLT OUTLET WP _ - - _.... - - - — - - — - -- — - - - --- -- - - -- - - - - - — - - - - ----- — - - - - --- - — -- — — - - — — — - _-- _ WET ZONE GROUND-FAULT CIRCUIT — — W INTERRUPTER RECEPTACLE I I I QUAD RECEPTACLE o (H=NON TYPICAL HEIGHT) I N —VENT SWITCH(VIF) �J . I��—lam--- ----------\ _ $D SWITCH ON DIMMER(VIF) — _______T THREE-WAY SWITCH I � i L J L� �� J THERMOSTATnH (H=NON TYPICAL HEIGHT) 111 0-1 SPEAKER �¢ :::> H (H=NON TYPICAL HEIGHT) AV HDMI PORT ILII 1 I I / iII �2 -5 ,4'��-6"W H (H=NON TYPICAL HEIGHT) J O O L J JUNCTION BOX F p ___11 EXT EXHAJST I i ` I REFLECTED CEILING PLAN LEGEND I' == --- if�i-= I 11 I I ', wH PROJECT ADDRESS: i�T1275 RUCH LANE — , _ _ _ SOUTHOLD NY, 11911 �D . kD D ��� �1�E J EAN Sq t f-W. 0443 OF NEB DRAWN BY.• Author I + DATE: 91412024 9:31:07 AM SCALE: As indicated DRAWING SHEET NAME: I I " BASEMENT ELEC PLAN I DRAWING SHEET NO: I BASEMENT CONSTRUCTION PLAN SCALE: 114"=V-0" A=200001 I ARCHITECTS: i SAM NOT IN SCOPE I UELS+ O DOWNLGHT STEELMAN (SURFA;,E MOUNT) . I ODOWNLGHT ON SENSOR S (SURFA;.E MOUNT) I I ADDRESS: RECESSED LIGHT FIXTURE I 25235 MAIN ROAD © SMOKE DETECTOR a b C CUTCHOGUE NY 11935 631-734-6405 O CEILING FAN CONSULTANTS: I SEPTIC AND STRUCTURAL ENGINEER: CHANDELIER I II MARESCA &ASSOCIATES 188-04 WEST MONTAUK HIGHWAY L1 _ _ _ HORIZONTAL COVE LIGHT N BAYS, NY 11946 (SPECIFY VIA SHOP DRAWINGS) I I I II OWNER; L2_ _ _ HORIZONTAL SHELF LIGHT (SPECIFY VIA SHOP DRAWINGS) "———————_ KONIOR '--------- 153 HERRICK LL C H ROLLER SHADE I , 87 SANDY CT I 1 RIVERHEAD, NY SOFFIT LOCATION i i f 11901 (CONFIRM DURING CONSTRUCTION) REVISIONS: # DROP CEILING DROP HEIGHT I i i PERMIT REVISION 8127124 DATA/ETHERNET OUTLET ' SHIP LAP CEILING, (H=NON TYPICAL HEIGHT) `` —— —— —— —— —— PAINTED qp DUPLEX RECEPTACLE (H=NON TYPICAL HEIGHT) i qp GFI GFI OUTLET '(NON T(PICAL HEIGHT) CONFIRM OUTLETS MEETS CODE PROJECT NAME: �' -- 220 22 VOLT OUTLET WET ZONE GROUND-FAULT CIRCUIT — — W INTERRUPTER RECEPTACLE _ _ e rigerat0 �ODW I I�0 LED ------- -------- QUAD RECEPTACLE BEDROOM BEDROOM \ 77-7777 (H=NON TYPICAL HEIGHT) __ 107 108 DINING r r "- -� � SWITCH(VIF) ,_ L_ `�Q "� EQ � i D SWITCH ON DIMMER(VIF) = ——= — KITCHEN —1 — $ o o „0� 102 L I I D IJO O T THREE-WAY SWITCH --- ---_ ��' r i I r \ — f — — — — _ f -I Lj TH THERMOSTAT ____ i — ' r — "� POWDER RM POOL CABANA (H—NON TYPICAL HEIGHT) .OIC5D ' �'' I win I •II II I SPEAKER --- -- � D i ,�' ��,— — — 007 OH (H=NON TYPICAL HEIGHT) ' ' a09 O —,—— — �D..JD— D ___ — 8 J O AV/HDMI PORT L � U.C. U.C. TV H (H=NON TYPICAL HEIGHT) µ----- I Wi �IVine i / IT-- - -� ff- JUNCTION BOX — -- — ,' 7771L _==== �� CASED HEADERFk D EXT EXHAUST �'� HALL _ _ �� L,J ❑ L 109 D ENTRY — -- LIVING ROOM EQ REFLECTED CEILING PLAN LEGEND �,'$D 100 _ - 101 o ❑ -__ __ CONFIRM OUTLETS ;� w I MEET CODE '— PROJECT ADDRESS: TV HEIGHT ` ---, 1275RUCHLANE ——'——— D SOUTHOLD NY 11971 REFLECTED CEILING PLAN NOTES BEDROOM UPI , (1,) G.C.TO CONFIRM ALL ELECTRICAL/POWER/DATA/ WITH FINAL OWNERSHIP 105 CASED HEADER i RED A1Z APPROVED EQUIPMENT SELECTIONS AND MANUFACTURER CUTSHEETS. L �� _ _ `, i 5�NE JEA/V ARCHITECTURAL POWER PLANS FOR REFERENCE TO DIMENSIONS ONLY,NOT FOR XT Sq F� CONSTRUCTION. CONFIRM POWER REQUIREMENTS WITH ELECTRICAL _ �D�D ENGINEERING POWER DRAWINGS AND MOST RECENT NEW YORK CITY-EECTRICAL _---=— — — — — — — — — REFLECTED CEILING PLAN NOTES CODE. ��_ _ , I,- CONFIRM EXISTING EXHAUST (2.) GENERAL OUTLET HEIGHTS 18"AFF(HORIZONTAL PLATE); BATHROOM OUTLET — — — — — — -- — '�_ — ,�o REFLECTED CEILING PLAN NOTES HEIGHTS TO BE CONFIRMED IN FIELD;KITCHEN OUTLET HEIGHTS 39 OFF— !Z443� — I -- - �� OF NEW ------------------------- (3.) CONFIRM ALL FINAL AUDIO/VISUAL LOCATIONS WITH OWNERSHIP. CONFIRM ALL INTERCOM REQUIREMENTS WITH OWNER PROVIDED A/V CONSULTANT AND REFLECTED CEILING PLAN NOTES BUILDING. _ DRAWN BY.' Author (4,) EXISTING OUTLETS TO BE FIELD VERIFIED, I \\ I ______________ DATE.. 9/4/2024 9:31:09 AM REFLECTED CEILING PLAN NOTES EXTERIOR LIGHTS __ SCALE: As indicated (5,) LICENSED ELECTRICIAN TO EXAMINE PANEL AND PROVIDE LOAD LETTER PRIOR TO -- DRAWING SHEET NAME: REFLECTED CEILING PLAN NOTES THE START OF CONSTRUCTION, (6.) AFCI PROTECTION FOR ALL NEW GENERAL PURPOSE RECEPTACLE BRANCH LEVEL 1 ELEC PLAN CIRCUITS PER PARA.210.12 OF THE NEW YORK CITY ELECTRICAL CODE AND INDICATE ALL NEW GENERAL PURPOSE RECEPTACLES SHALL BE TAMPER RESISTANT TYPE AS REQUIRED BY PARA,406.11 OF THE NEW YORK CITY REFLECTED CEILING PLAN NOTES ELECTRICAL CODE. (7�) I DRAWING SHEET NO: REFLECTED CEILING PLAN NOTES ALL LOCATIONS TO BE CONFIRMED BY G.C.AND ARCHITECT AFTER DEMOLITION. LEVEL ONE ELEC PLAN 8. ASSUME ALL OUTLETS ARE CENTERED ON WALL OR EQUALLY SPACED ON WALL. ( ) SCALE: 1l4"=1'-0° 2 REFLECTED CEILING PLAN NOTES A-201 , 01 I ARCHITECTS: i NOT IN SCOPE I SAMUELS+ DOWNL13HT STEELMAN O (SURFACE MOUNT) I I ODOWNL13HT ON SENSOR S (SURFACE MOUNT) I I ADDRESS; RECESSED LIGHT FIXTURE 25235 MAIN ROAD CUTCHOGUE NY 11935 SMOKE DETECTOR 631-734-6405 O CEILING FAN a b C CONSULTANTS: SEPTIC AND STRUCTURAL ENGINEER; d b CHANDELIER MARE88-04S WEST MONTAUK HIGHWAY db L1 HORIZONTAL COVE LIGHT I � HAMPTON BAYS, NY 11946 (SPECIFY VIA SHOP DRAWINGS) I I OWNER; L2 HORIZONTAL SHELF LIGHT IR (SPECIFY VIA SHOP DRAWINGS) I 153 HERRICKLLC S ROLLER SHADE I 87 SANDY CT H I RIVERHEAD, NY SOFFIT LOCATION 11901 (CONFIRM DURING CONSTRUCTION) I REVISIONS; I I ii # DROP CEILING DROP HEIGHT ( PERMIT REVISION 8127124 I DATA/ETHERNET OUTLET (H=NON TYPICAL HEIGHT) I DUPLEX RECEPTACLE (H=NON TYPICAL HEIGHT) GFI GFI OUTLET I BATHROOM (NON TYPICAL HEIGHT) I II PROJECT NAME: .:....::,....: : . .:.,.:...:....:... .....�....::....�....,a:..�:.._....:...._... ...........:_:..,.... .......:.:.,..:.:.....,: .. 5 i 22 VOLT OUTLET I WP WET ZONE GROUND-FAULT CIRCUIT — W INTERRUPTER RECEPTACLE ° — Hp OFFICE LAUNDRY sFF_ EL \\ATH QUAD RECEPTACLE —w - - 2(H NON TYPICAL HEIGHT) _Q / I it SWITCH(VIF) SWITCH ON DIMMER(VIF) _ — I r 2 w D ;T THREE-WAY SWITCH �D D \$ *D EXT — �T THERMOSTAT I I) H (H=NON TYPICAL HEIGHT) SPEAKER OH (H=NON TYPICAL HEIGHT) r R �r/ O 4 T� AV/HDIAI PORT ) WIC I WIC I 'i II H (H=NON TYPICAL HEIGHT) i p 202 ................................................ 212 ------ / JUNCTION BOX _ _ — — — — — — — — — — — — — \ 1 D EXT EXHAUST F-I REFLECTED CEILING PLAN LEGEND I CENTER ON CATHEDRAL CEILING /I PROJECTADDRESS:EQ — EQ / HALL ------ BEDROOM I' 1 I 206 ------ 207L 1275 RUCH LANE M. BEDROOM I II SOUTHOLD NY, 11971 201 \\ , _ \ I L R ' i �D AN c��T — — — —s — — — — — — — — — ........ ... .............................. ....................................... .. ..............._ ....,.................... ._. I I e Ctl.,a I I �0443 OF NE�� I II DRA WN BY, Author DATE: 9/4/2024 9:31:11 AM SCALE: As indicated I I �I DRAWING SHEET NAME. ' LEVEL 2 ELEC PLAN I I I I DRAWING SHEET NO: 2 I LEVEL TWO ELEC PLAN ' SCALE: 1l4"=V-0" A-202 , 01 ARCHITECTS: NEW CMU CHIMNEY REFACED WITH LEDGE STONE PER SPEC 44' SAMUELS-a- ASPHALTROOFING ............ ................... 00 ON 3/4" PLYWOOD, F I ......:.............. CEDAR SHINGLE SIDING HOUSE WRAP, ON NEW RAFTERS PER PLAN . ......... ON BLDG. PAPER ON 5/8" PLYWD STE ELMAN ........................ NEW HALF ROUND GUTTER SHEATHING PER SPEC ...........I . ......... Level ROOF ............. ..................... 11 ............... 1 IX6 PVC FASCIA BOARD ............. 23 8 ADDRESS: ............. ............. CLAD WINDOW W/ ;0 25235 MAIN ROAD GRILLES AND 5/4"x 4" NEW PAINTED MAHOGANY .................... CUTCHOGUE NY 11935 CASING & 2" SILL SCREEN PANELS 7 ................. f eve -011 631-734-6405 ....... ::: ...........ASPHALT ROOFING ON 3/4" PLYWOOD, ............. . CONSULTANTS: NEW ASPHALT ROOFING HOUSE WRAP, ON RAFTER PER PLAN. ............. ............................... ...................................... . . ... .. .. ........ SEPTIC AND STRUCTURAL ENGINEER: F ............ ..........- ON EXISTING ROOF STRUCTURE RUBBER MEMBRANE MARESCA &ASSOCIATES ............ ................. ........... . .... ........................... EGRESS WINDOW C� - 4 WEST MONTAUK HIGHWAY OPENING: 37"W X 26" H bo HAMPTON BAYS, NY 11946 IX6 PVC FASCIA BOARD .. .... ............................................................................... ................................... ..... .............. ................................... .................. SILL: 32" H, OWNER: ;l- ;j- _j OPEN: 6.38 SF NEW HALF ROUND GUTTER ------ . . . -1 1 --1 . ............... Level TWO CONSTRUCTION CN ................................ C0...................... ........... KOMOR .... .......... PLAN 153 HERRICK LLC CN 111-01, WOOD DOOR WITH GLASS 87 SANDY CT Level LOWER ROOF RIVERHEAD, NY .. ............................... .......... bo .................................... ...... ........... EGRESS WINDOW EXT. SCONCE ........................... ............... ........... ................................ ....................... OPENING: 37" W X 26" H REVISIONS: ..................... -------------.../................ ............ .............. .......................... ......................................... IJ11=------ .................. NEW PT. WOOD STAIR SILL: 32" H, 8127124 PERMIT REVISION .......................... .......... . ......... I--------------­­ ....... ........ ....... ... ............ . ........................... . .......... ...... ............. OPEN: 6.38 SF C:) .......... WITH DECK BOARD 04 00 .............. ............. REPAIR STUCCO ........................... IF NEEDED ----------- 4 f--­­- C?.......... ...... .............CO.. ....... j .......­­­. ............. �.:............... CN U) .................. ...................... ........... Le el ONE CONSTRUCTION ........... PLAN ........... ................. ................... REPAIR STUCCO IF NEEDED zn Level SITE PLAN Off O N N evel FOUNDATION Ilk\xm North Elevation 3 4 5 SCALE: 1/4'=V-0' o NEW CMU CHIMNEY WITH LEDGE STONE. SEE SPEC Level ROOF �_ O O NEW SOFFIT 231-811 12 ........................ ............................ ....................... C? O w NEW HALF ROUND GUTTER .......... ................. .. .......... .......... ....................................... ............ Level ROOF PLAN . ......................... ...... 191 Oil CEDAR SHINGLE I * I b RR PER PLAN TO MATCH HOUSE C� SHIPLAP CEILING AT 1X6 PVC FASCIA BOARD IX6 PVC FASCIA BOARD ROOF RAFTERS NEW CLAD WINDOW W/GRILLES NEW PAINTED PROJECTADDRESS: AND 5/4"x 4" CASING & 2" SILL .................. ................ 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C%4 ............................ ........................................... ............ 11-2110 REPAIR STUCCO IF NEEDED IL 0443 04 L ............FT evel SITE PLAN OPNO Lt� Level SITE PLAN 0 .......... ............ ................ ..........­__.. .... ................... .................. ............ ............. .. ................... ............ ........... ............. 7 ............... --------- .............. ...... DRAWN B y- Author .............. .......... ---............ ...................... ................ ................. ...... ............ ................ .......... .............. ............... ............... .......... ........... ................ DATE,, 914120249:31:12AM ...............1 -1 -­......-I __ ........... ............................. ................ . ......... 44:www::44�00.00 ......-._w� SCALE 114"= 1�0` .............. .............. ................ .......... .............. i I—--: ! : : i i ;.. .......... .......................... ................... ................. ........ ........... 'ELL!SS STAIR W, i l.......... ........... ........... ... ................ ......... ... ........ ............. ................. ................. ..... J_" ................ ........... ...... ............... ................. ........... ............ ................... I ............... ................. ........ ..............- .............. DRAWING SHEET NAME. ------- --!- : ! :......_L.....: , :__..�....._: : : .....1--l..- --- i ! - i — :__ 1 17' ........... ------------- .......... T -I 77.7_. ............ ........... ..... ........ .................. .................. 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L A-300 , 01 I ARCHITECTS: /�*� I ( ,I ___"� __"Ily� v 11 , � � I I 1 7�y�_ ���� a EGRESS WINDOW EGRESS WINDOW (-b C SAMUELS+ OPENING: 31.5"W X 27" H OPENING: 31.5"W X 27" H EGRESS WINDOW EGRESS WINDOW SILL: 28" H, OPEN 5.7 SF SILL: 28" H, OPEN 5.7 SF OPENING: 31.5"W X 27" H OPENING: 31.5W X 27" H NEW CMU CHIMNEY STEELMANSILL: 28" H, OPEN 5.7 SF SILL: 28" H, OPEN 5.7 SF ASPHALT ROOFING ON 3/4 PLYWOOD, WITH LEDGE STONE HOUSE WRAP, ON RAFTER PER PLAN. I I PER SPEC I - _ _ _ _ _ _ - Level ROOF � CEDAR SHINGLE SIDING 23 _8 ON BLDG. PAPER ON 5/8" PLYWD ADDRESS: SHEATHING I 1X6 PVC FASCIA BOARD I 25235 MAIN ROAD . � 4;;�L � CUTCHOGUE NY 11935 - - _ _ _ - - _ Level ROOF PLAN � 631-734-6405 NEW ASPHALT SHINGLE ROOFING 19 -OM CONSULTANTS: ��< rT1 C...... N N ASPHALT ROOFING ON 3/4" PLYWOOD, I PER SPECS ON UNDERLAYMENT T NEW HALF SEPTIC AND STRUCTURAL ENGINEER: HOUSE WRAP, ON RAFTER PER PLAN. ---- 4 4 4 --._,. 4 4 -- 4 4 ''- .M -- . :.. ON 3/4" PLYWD ON RAFTERS PER PLAN. 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Author - - - - - - - - I. . - - . - I I - - - PLA DATE: 9/4/2024 9:31:13 AM SCREEN PORCH 1 . .._. ._..............1 ... .... .... .... . . .. ............. . .................................. . _._...._ N I , 1 1 1 1 I ! ! , ! ; ! I I I I i I - ; ! I I-- --- j -- =I i ; I Il — __ _: : __ I I ! _ i 1 == SCALE: 1/4 - 1-0 _: , _._.. eve -- --- -- _ _ _ _ _I__- _,_- ; - __ - __ - _ I _ .. _.__._ ....._.. -- I -- - - i�- _; �� _ I - — o _ . i T_-� , ,� _. I I 1 , II I ! iI : �: ! :I ! - I I- XXT...: �ARQN �E _ _ ; ,._......I.... I -I t .... ---- - !-- I i- V_! ! — ---I -- --- I : ...... _... ............... ................... ....... , ......_.._..._.. . ....._...... _........... - _ ! . _................. . I . I _ _:. _- -. �.-.._ _ .._... �..._.._.. -_._ -.-. __ _..-.._ _ _ I..: ...... I...:::::.......... _ i- . I __ _ .._ _ . . ... I. :::: ':..._'._...:::i ! ! ! ( ( _ -. 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I . . __: -_: -, ___ : _..__. �, , , : : : 1 I.... - ---_- i Il . . -I TO BE CONFIRMED ___. :_-__: __..__._ __._.._...... ,. - _.._._ ___I -. _-- ( -- _.. _. _ --: .._............. :_ ........_: — I - I I _ I - - I LVL ON EXISTING I L, L. ! ". . - , " —._ I I . . - - I - - - , _._._ - ..._._.._, ._._.__. CONCRETE F - �- I _.._, . __._ . .__ _ . .---- ___ , . - - _ - . _ - . I . .- I _.i __.._. , -, _ ; � _._........._ ..._..__...... I .. ;_...... SCALE: 3/8 1-0 ; - I - . - , ; i --- _ --- _ __... t— (.....__ N R I 1- I __.. _. - ! - - - , , I .............. . .................. . . _ __ Level FOOT( I __ I _ — I _......_ _ -- —i i __ ___ -- . ---_ _..__._..... . ..______. _...._.._.. _.............. _._._ 1 _ _. ; ---..._. __ I I DRAW , . . - ! — --- --._._.... ; . . I -- -- -...... WING SHEET NAME, 1 - -- --- - - - i II , II I , -- --- ; , , 1 I, I I I ;---I. 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I I_............., , I...............I , I.. i SECTION 1 Lateral Section 1 DRAWING SHEET NO: I SCALE: 318"=1'-0" I I I I ' I m 3"*4 5 0 0 0 1 I I I ! ! - I I ­ __ ­ ___­ _______-------­­­_ ­­_ - __ I _ 11 - i - - I ARCHITECTS: ______._..._................................----...................................__ --.--.---.----- ---.-.---.-...........-..---.-..--.-.---.--..--- _____ ..----..-...........................................................�...................­.............................�......-----.----.--..---.--.--.---.-.-.-.-.-....-.-.-.-.............­­­....................................................................�.......................--.-..-------_­_ ----.... ------------..---.- ._________­---------.----.-....--..---.......-.---...-..-.---.----.. � , -/"�-/"---,*"\�--,��--,�,�������-,��-,\Y�---""�����--"Iy�--,��_,�,y_/,.---,y,/,_�_',y-,/"----,,��-.-,��­­V.,�._��_",�.........y�,/____,�,,y,/"_ _�_ : : _r������ _/ : t I . i I : ! : 1 C . j SAMUELS+ I I . i : : : STEELMAN � I I i j : i : i 4 i . i : : : : ADDRESS: : : ............____­._­ : -------___ ! t : : : : ; : : : - OAD : ; . t : 5 4 3 1 : t i CUTCHO UE NY 11935 I : : ( ) : : . : 1-734-6405 ! i � : ; � : CONSULTANTS: : I I I I I ____.....__.__________ � : � i i � SEPTIC AND STRUCTURAL ENGINEER: i i z i : I z : z MARESCA &ASSOCIATES : : : : : : : 8-04 WEST MONTAUK HIGHWAY : : : : : : � HAMPTON BAYS,NY 11946 i I I I I . I i 1 i OWNER: i ir I 1 : KONIOR : I : : i I I .... ........� ......................................................................................--.-..-..---.--.. 153 HERRICK LLC I I I ! C T------,",---"-,"--",-,------,-', . .............*­T­ , - -------,-,-,,-,- ------ (2)91/2'LVL RIDGE . ! \ ,1110 I 87SANDYCT i � - - 1, ...... I - - - - - - - - - - - - - - - Level ROOF : - - - - I - - - - - - - - - I......,11 '', __ I - - - I:t - - - - 1 - - - - 1111,` - - RIVERHEAD, NY - - - - - - - - - - , : /? 23' _� ,"a��V� I p i -8" ,,_ i i i NEW 2X10 @16"ROOF JOIST 11901 1 I i __.__._.___..____..__..__._ r% @ 16 00 i WITH 3/4"PLYWOOD,LATH UNDERLAYMENT, I I I I III I . I AND ASPHALT SHINGLE ROOFING REVISIONS: eeeilee� I = � ii'' , ,'' I PERMIT REVISION 8127124 1 1�._ I ATTIC 1 -30 INSULATION C? .................�...........- I ___________� NEW R ; i -..-- .. .........- : I - : I i i ­_ ABOVE GYP BOARD CEILING :;d- ; I I I ­ �_ ____�__, I . 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UB.ER ME ; : i I - : i I : : ! _j : : : : : ; ! i i I ARCHITECTS: SAMUELS+ ST ADDRESS: 25235 MAIN ROAD 1 2 3 4 5 CUTCHOGUE NY 11935 631-734-6405 CONSULTANTS: SEPTIC AND STRUCTURAL ENGINEER: MARESCA &ASSOCIATES 188-04 WEST MONTAUK HIGHWAY HAMPTON BAYS, NY 11946 ROOF RIDGE PER PLAN I OWNER: I I CEILING JOISTS PER PLAN KOMOR NEW 2X12 @1 "ROOF JOIST 153 HERRICKLLC WITH 3/4"PLY OOD,LATH UNDERLAYMENT, 87 SANDY CT I I AND ASPHALT ISHINGLE ROOFING RIVERHEAD, NY NEW R-30 INSULATION 11901 ABOVE GYP BOARD CEILING ?r � Level ROOF REVISIONS: �6� �• �I'/2 NEW R-30 23-8" PERMIT REVISION 8/27/24 /B�� •; � SPRAY FOAM 4LATION ATTIC . ATTIC a Zx I NEW HALF ROUND GUTTERS 2 X 10 CJ @ 16" O.0 EQ EQ Level ROOF PLAN 19 0 PROJECT NAME.- ......... . .......................... I I !• ............................ ....... ..... .................... ' = NEW PVC SOFFIT ZD ................. TOILET ROOM WIC I M.BEDROOM 0' 212 ' 201 NEW EXTERIOR WALL ' WITH BATT INSULATION R-24 -- - CEDAR SIDING ON UNDERLAYMENT \ O ...............;..... FLUSH GIRDER PER PLAN \ Level TWO CONSTRUCTION PLAN NEW 117/8"TJI 360 FJ� 16"O/C Level LOWER ROOF I _ G�'P BOARD I _ 9 2 i __ ........ !_ (LING 11 __. >_ ___ _ . ._......................... _...__.....__.....--..._.. _!.._._.... —_... ..............1..........._.................. .--....... BATH BATH i i ! I + ...._..._._. _............... �- --........_r ......._. ................ ...............................(................ L.....__...... ....-- ._.........._ ........... I CL CL HALL 104 _'....:...;...... 106 = ............................_...<...._...........1......._............. - o -- ---I_-- �` BEDROOM I ----I'-----..._............_...................... ._.....__...................J....--...... 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I i , ! �_..-...�..I. --I_ —.--_I.. _ . ......._.1...I::.. t_...._......—_-_.. !- ___..._ e i-! --• I: 77 . .._...... .................................... . ... _ ........ , .. :_—�-- I!I I: iIIII ..--—LI e I _ l F OUNDAT ION. 1 -0 ....... _ T O NE i EXISTING FOOTING .. DRA WN B Y. Author _....... _.............. DATE. -I _.......'' 91412024 9:31:1B7 A t... M_ ! I ___._..... __....... --........._.._......_ .............. _........... 04436 E ING FOOTIN_...__...._.... I 1 EXISTING FOOTING I ....._._.......- —._._..._. SCALE: p�3/8"= 1'-0" DRAWING SHEET NAME: SECTION 3 Section 3 DRAWING SHEET NO: — SCALE: 318"=1'-0" I ARCHITECTS: 81-011 SAMUELS+ COMPOSITE COUNTER 2'-91/2" 2' -611 2'-81/2" STEELMAN o o p o ADDRESS: 25235 MAIN ROAD CUTCHOGUE NY 11935 2' 3" 3-6" 2'- 3" 631-734-6405 4"TRIM ..._... .-............._......_.... _ $ 30 SINK CONSULTANTS: OPEN SHELVES ,' `� ,�' j SEPTIC AND STRUCTURAL ENGINEER: -400.0 6 MARESCA &ASSOCIATES 188-04 WEST MONTAUK HIGHWAY PAINTED -_._.._..__._— ,_ 9 —_..-_................---_....-__— "' HAMPTON BAYS, NY 11946 co ` GYP BOARD OWNER: KONIOR / I 153 HERRICKLLC _._._._._. _. 81 SANDY CT ' o 0 36" BASE I RI VERHEAD, NY 24"FRIDGE 24"BEV FRIGE , o CABINET 11901 i IIAI\\ \ / \ 3T CAB V36- AB 30"CAB i U.C. i U.C. i REVISIONS: wine i wine i PERMIT REVISION 8127124 6� Ll U. I Tj �/l J I 2' -01/2" l'- 111/2" 2'-0" 2' -01/2" 9-]POOL CABANA 3 I8 POOL CABANA 2 F POOL CABANA 5 POOL CABANA PLAN Scale: 112"=V-0" I� Scale: 1/2"=V-0" Scale: 1/2"=V-0" Scale: 1l2"=V-0" PROJECT NAME: SCONCES PAINTED GYP BOARD o 30" ALUM UNDERMOUNT SINK COMPOSITE COUNTER � 24" DISHWASHER \ . v 1 - 11 1- 11 1- 11 1- 11 O OPEN TO LIVING ROOM 2 9 2 2 3 _ 2 2 91/2 O ...... ....... .............. .. .. - LE BACK LASH (BY OWNER) e o O � o o � o n 0 1 DOOR CABINET o 0 0 0 r PANEL AT ISLAND 33 WIDTH I CORNERI _04 `Y' 24" UNDERCABINET WINE Dw o CABINETRG Refrigerator m N TT LU � CV d Ic � DRAWERS Z' T PROJECTADDRESS: F41rKITCHEN ELEVATION 4 ISLAND ELEVATION L Scale: 1/2"=V-0" Scale: 1/2"=V-0" 1275 RUCH LANE SOUTHOLD NY, 11971 2 36"GAS o RANGE FLED A/.,C BLANK PANEL,— .............. -400.0 3 1 M 'CE C-GE JEgN ti/T co PAINTED GYP RANGE HOOD �� ��N $'4?���'>, PAINTED GYP BOARD UPPER CABINET BOARD 4 TO EXTERIOR Q i1 G 4" INTERIOR TRIM I * 'w MECHANICAL VENT ` DRAWERS z o <..,a � , I I 1 m 30" UPPER CABINET ,' VENT HOOD TO EXTERIOR I Q N c4 ��- \ w rq 0443� a OF NEWS .............................................. ......... .... ,.. , i _ PAINTED GYP BOARD 24" DRAWER 24" DRAWE I = DRAWN BY.- Author : . TILE BACKSPLASH U.C. R� CORNER r _...._..... .. ..........._ ....... ... ......... ( Y OWNE ) N Wine 1 DOOR' CABINET 2 1 B R _ , I I DATE: �3 •19AM TILE BACKSPASH N SCALE: 1/2"- 1'-0" I IIBASE II I - _ DRAWING SHEET NAME: o ®® ®® "®" ®® o � BLANK PANEL � \� '� \ � � — — — -' L — _ _ JL — JL_ _ � 0 36" GAS STOVE `� 0 30" SINK CABINET o INTERIORS 1 1 o 0 33" REFRIDGE cy') BLANK PANEL HALF WALL 24" DISHWASHER • , 2'- 0" 2'- 1- 2'-0" COUNTER OVERHANG DRAWING SHEET NO: �4�O0.00 F3—] Scale:KITCHEN ELEVATION 3 n KITCHEN ELEVATION 2 Fil KITCHEN DETAIL PLAN 1/2"=V-0" F Scale: 1/2"=V-0" Scale: 1/2"=1'0" i ARCHITECTS: i u i L + ---- -- PAINTEDTEELMAN GYP BOARD 7'-7" - 30"' VANITY VANITY LIGHT ADDRESS: — — N 25235 MAIN ROAD ------..._.....---- w TILE WALL CUTCHOGUE NY 11935 o0 I 631-734-6405 I �\ r- TOWEL BAR MIRROR AT SINK ID14 I o CD_ M CONSULTANTS: co SEPTIC AND STRUCTURAL ENGINEER: 13 — — \ _ HIGHWAY MARESCA &ASSOCIATES N \ 188-04 WEST MONTAUK Q �, M Co HAMPTON BAYS,NY 11946 4 BASEBOARD ------ 30" VANITY 14 A-401.0 12 \ \ OWNER: M TOILET LVL FLOORING7 15 KONIOR 153 HERRICK LLC 87 SANDY CT \ RIVERHEAD, NY \ 11901 15 POWDER BATH ELEVATION 4 14 POWDER BATH ELEVATION 3 3 POWDER BATH ELEVATION 2 2 POWDER BATH ELEVATION [3] BASEMENT POWDER BATH REVISIONS: ❑.._Scale_1/2"=1'-0" -Scale: 1/2" 1'-0".- -- ----- - Scale_ 1/2,,-_�_01------- " PERMIT REVISION 8127124 _.....------- Scale.;._1l2'--�_0"._............-----------._..._._ _..._.. — Scale: 1!2".......1..'_0---- I I I PROJECT NAME: . .......................... ... _ .............................. d- ...............:........... ..................: . O PANITY LIGHT -._.._.__......_......_..............- .._...---- ------ 2' 6" 4' 0" - BAR ATTUB --- ---.._.......... _...._..._. SHOWER I HEAD ' ID10 PAINTED I WALL AT I. GYP BOARD ..................................................... TILE WA \ TUB TILE / — — - ; PAINTED ....._...._...... .. . . ....... — 24"VAN TRIM AT PANEL - - GYP BOARD 54 ALCOVE VANITY .. ..:..... r� i o TUB __... . .. N ( - .......... N _.._..------ --- _.... ID10.,... PANEL WALL �, I— -- - - 1. .......................................................... . ....................._.... ..................... - r 0 -401.0 8 _ l M AT SINK .............................. .....................:........ ..................... . .......................................... i _ _ _ I 24" VANITY -- -.._:_!_.__ ....---._.........._. . - TOILET 9 `o TP HOLDER TILE FLOOR ........... \ \ I M Co SHOWER HEAD , TILE WALL _ ... A _ AT DROP IN TUB \\\\\\\\\\ \ iLLJ 1'-21/2"i �.- 1 BATH 2 ELEVATION 4 a BATH 2 ELEVATION 3 9 BATH 2 ELEVATION 2 BATH 2 ELEVATION 1 1_5calej/T BATH 2 _ ° "_ - Scale: 112 =1'-0" .- " le 1 2 1 0 Scale: 1/2 -1 0 - Scale. 112 10 ❑.--Sca..._.._I...-----�----------- - —_-- -- --_ _._..— [-8]-. ----------- _ . _-.._�_'-0"_..._...-----..._...._.._.._..--- ----- --- - ----- ----- ----- ---- - - i I I I 2'-61/2" 2'-4" PROJECT ADDRESS: METAL STRIP - TILE AT SHOWER 8'_4° PAINTED GYP .................. i NE TH LD NY, 11971 �� � �� � �� � �� SOU 0 PAINTED PAINTED GYP -- - METAL RAIL 1 VANITY LIGHT ' 2 -3 1'-6112 1 -6 2 -6 — — _ __— ..........................................._.................... ................................................;........ > . .....:....... .._ GYP BOARD ......._..- --._......... ---.........._..._......_. .. FOR SLIDE - -- _.....- --- --._..._...._..._.... I -- ..........., . ...... . , 4° CASING ,' MEDICINE CABINET i.. ........ ..... ..... RECESSED JEgi���''/T RECESSED AROUND DOOR - S 24"TOWEL RACK - _ MED CAB . p GLASS ENCLOSURE o I TOILET TRIM AT PANEL _._. ........ ....... ......._.._.__.... , ...... ... `. 1 I 0 3 PIECE DECK - _ I S DE GLASS DOOR .. TILE WALL ( o MOUNTED FAUCET N .._...... 0 27 SINK VANITY _ AT ti i — — — N sT rFoF - - -9T p4` ' J TILERIM AT PANEL `V 6 SLIDE \ --..... _._...__..._... ._._._._... SIDE WALL - _----- T i Q Ofi N .............. STONE TRESHOLp --.........---- ......-- PAINTED - „ d TILE FLOOR _ - o 27 VANITY {. ......._ ID6 4 i Author _._...._..._.._-- ._.._.__......_. ..__ __ .................. .. ......................................._..............: ...... TP HOLDER _ ....................�....;......� TILE FLOOR 4„ _._...._....-------....-- PANELING 'CI 6 A-401.0 5 STONE `t M AT VANITY , M DATE: 9 4 9:38:07AM ; /4/202 WITH TRIM ABOVE _......:....................................................... . r. CURB ............ �.. 7 SCALE:......._._ 1/2"- 1'-0n--- - -- BASE BOARD 4" CURB TOILET '. DRAWING SHEET NAME: [71 BATH 1 ELEVATION 4 BATH 1 ELEVATION 3 5 BATH 1 ELEVATION 2 BATH 1 ELEVATION 1F17BATH 1 INTERIORS I Scale: 1/2"=1'-0" Scale: 1/2"=1'-0" Scale: 1/2"=1'-0" Scale: 1/2"=1'-0" I DRAWING SHEET NO: i A=401 e 00 i ARCHITECTS: INTERIOR NOTES PAINTED GYP BOARD S A 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 2. ALL LL EXISTING UTILITIES TO BE FIELD VERIFIED, AMUELS+ --- " - 10'-41/2„ Om"TEEL AN 3, OWNER TO BUY ALL FINISHES INCLUDING TILE,COUNTER,KITCHEN SHOWER HEAD CABINTRY, DECORATIVE LIGHTING 4 TRIM ............ .............. 4. CONFIRM LIGHTING LOCATION VIA I ELECTRICAL WALK THROUGH PRIOR TO \ ........... .......... 5' 6n I INSTALL GLASS ENCLOURE 5. NO NEW BATHROOM ON GROUND FLOOR,NEW BATHROOMS ON SECOND ; FLOOR ONLY I `; - ADDRESS: 8. SEE PLANS FOR CEILING AND HEADER LOCATIONS .. . _;_.....\ . .......... ........ .............................. ................. — ----..---------.._.._._.._ \� . ... 14, ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS I CUTCHOGUE NY 11935 : : 36"TOWEL RACK PANELS: ............ ....\ ........... ... ..........,. ...... ;- -- - 631-734-6405 15. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE CHAIR RAIL -- - -� - N R SUCH AS LATICRETE 9235 TURNED UP 4"AT WALLS. CO BELOW THE Fl 00 �'' N 0 ER CONSULTANTS: _ .. ................. ,..................... ........ ; ---._...-----........... _ is CURB SHOW 17. FILING, PERMITS,&LICENSES ' I HEAD SEPTIC AND STRUCTURAL ENGINEER: 17.1, THE PROJECT WILL BE FILED WITH THE NEW YORK STATE F 17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND 3 ASSOCIATES PANELING __.. GLASS EN LOSURE �, 188-04 WEST MONTAUK HIGHWAY WITH CURB BELOW FILED WITH THE NEW YORK I - - - HAMPTON BAYS, NY 11946 18: TUB/SHOWER WALLS ARE TO BE EITHER EXISTING G YPSUM TILE I � WATERPROOF'CEMENT PLASTER WATERPROOF GYPSUM BOARD OR NEW --- , o z GEMENTITIOUS WONDERBOARD OR DU-ROCK ---- - -� I N KONIOR .__._.L._......__a.._............._._.......a..... __ 1 p .-.. ..!....__ ._- .._._.....__. ....._ _.. I 19, ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF BUILDING rn 153 HERRiGK LLC I CODE. NO GUEST BATH ELEVATION 4 n GUEST BATH ELEVATION 3 I 87 SANDY CT 9 A-402.0 7 _ RIVERHEAD NY Scale: 1/2"=1'0" Scale: 1/2"=1'-0" ; 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. I , C, 25. SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR ' 11901 ........... TO CABINET ORDER - TILE FLOOR .. . ..8 I 36 VANITY REVISIONS: PERMIT REVISION 8127124 PAINTED GYP o _. ..........._.....---------....._........_. I 2mu 4" DOOR TRIM \ ----.-.. ..__....---...------_.. ...----- -__.....----- i o_ —I VANITY LIGHTS I I cN PAINTED GYP T- 9 \ 1 \\ MIRROR PROEEG T NAME: .._._...._..... --._._......._.........._...---------- 36"TOWEL RACK 21-011 - PANELING GUEST BATH PAINTED PANEL F(� ..................... .. WITH TRIM ABOVE " Scale: 1J2"=1"-0" i - 36"VANITY - i � M M I � i F GUEST BATH ELEVATION 2 7 GUEST BATH ELEVATION 1 ----..__._... .....................................--.._._._._.....__....__._.....---.._........_ Scale__112".._=.._1_0°......_._._...................... I � � PAINTED GYP i _......... ----........ 6'VANITY ui WITH STONE ' TOP PROVIDE — - 3'TOWEL BAR DECK MOUNTED f ELECTRIC RADIANT FLOOR — HEATING UNDER TILE. 4" CASING AROUND DOOR FAUCET AND 14" SINK _._._ PANEL WALL WITH TRIM ABOVE 6'-21/2" 4'-7" 3'- 10" LINEAR DRAIN PANEL WALL \ a \ 2'- 11/2" 8'-31/2" 1'- 101/2„ PROJECTADDRE : SS: I ` I 1275 RUCH LANE F — 1971 \ � � THOLD U NY 1 __._....._............----._._...._....... ............_...... ---- i I r I r r `.. 5 M BATH ELEVATION 4 I l M BATH ELEVATION 3 '._ _ N E�tED ARC I -rJ L - - - - - - - - r � — � Ntii Scale: 1/2"'=1'-0" --- Scale: 112"=1'-0" — — r ....... � .... .......... �5 JEA s, T� NICHE ....... ........:......:.�� ............. ,. M PAINTED GYP . Gr E FLOOR T PAINTED GYP . r 4 L a i " i 4 WINDOW TRIM " r \ r ---- -------— ---- - 3 _. i o _ : \� - i 60" STAND; : 0443 402 2 SHOWER HEAD \ : � 4 A- .0 OF NEw� NE \............... .... TUB I ........... _ .... :. .... ..................... I 5 CID?) DRAWN BY: Author \ -- SHOWER TEMP ................. I _ 0 :3 . co _ I DATE: 91412 24 9 8�9?AM - — — I TILE SCALE: 1/2"= V-0" \ ............ , LO -- -- ---_ — -- PANELING I ....--_.._.. ----.... _._..--- ------ - --- - ,'.... --- - _ DRAWING SHEET NAME: I O , ................ - INTERIORS DOUBLE RECESSED . ... - TOILET _ Q I ET I ......._ : o o -- - : CABINET � ID3 .. ' 1' - 101/2" 1' - 10" DRAWING SHEET N0: ........ ............................................ _:. 10' 11 1/2" 3':8„ ,3 M BATH ELEVATION 2 F2] M BATH ELEVATION 1 MASTER BATH Scale:...1/2"_=V... -0"....----..._......---.._.__..................._ Scale: 1l2"= 1'-0,: .......-.__............_....---........_._._...................._.._....----._......—_.._..__..............-----._..............._......._......................._...--- -- -- - --- ------ Scale: 112"=1'-0" r i i I i I i i i i ARCHITECTS: i i INTERIOR NOTES 1, ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. SAMUELS+ ki 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. STEEMAN L 3. OWNER TO BUY ALL FINISHES INCLUDING TILE,COUNTER, KITCHEN CABINTRY,DECORATIVE LIGHTING i 4. CONFIRM LIGHTING LOCATION VIA ELECTRICAL WALK THROUGH PRIOR TO J INSTALL 5. NO NEW BATHROOM ON GROUND FLOOR,NEW BATHROOMS ON SECOND0 ADDRESS: FLOOR ONLY \ \ 25235 MAIN ROAD 8. SEE PLANS FOR CEILING AND HEADER LOCATIONS - - - - CUTCHOGUE NY 11935 14, ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS I 631-734-6405 PANELS, o I CONSULTANTS:___ _ __ 15. ALL WET SPACES SHALL HAVE FABRIC REINFOCED WATER MEMBRANE o I ID2 BELOW THE FLOOR SUCH AS LATICRETE 9235 TURNED UP 4"AT WALLS. "' I SEPTIC AND STRUCTURAL ENGINEER: 17. FILING PERMITS &LICENSES MARESCA &ASSOCIATES 17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK STATE \ I................_6__..A-403.00 _.._.._................_..----..__._ N 188-04 WEST MONTAUK HIGHWAY j 17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND N - - - - ' HAMPTON BAYS, NY 11946 FILED WITH THE NEW YORK I OWNER; 18, TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE, WATERPROOF CEMENT PLASTER,WATERPROOF GYPSUM BOARD,OR NEW _ _ KONIOR CEMENTITIOUS WONDERBOARD OR DU-ROCK. µ 153 HERRICK LLC 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF BUILDING 87 SANDY CT L± LE RIVERHEAD, NY CODE, Lj 11901 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. 25. SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR REVISIONS; 6'- 1" TO CABINET ORDER - - — - -- PERMIT REVISION 8/27/24 [61 POWDER ROOM 2 F5 POWDER ROOM PLAN 2 Scale: 1/2"= 1'0" Scale: 1!2"=1'0" i i - I i I I j PROVIDE 4"TRIM AROUND DOORS PROJECT NAME; WITH 2" EXTENDS AND CRAFTSMAN TRIM /ff 110 6" DEEP STONE LEDGE LEDGE STONE FACING i - f LL. 6" DEEP STONE LEDGE, V.I.F -- ��� ___'- - _......_.__ BASEBOARDC) ............ -- ---- o UJ i 4 FIREPLACE ELEVATION Scale: 1/2"=1'-0" I I j l ' i I I I i i PROJECT ADDRESS: WALL BEHIND _.----- I 1275 RUCH LANE -- SOUTHOLD NY, 11971 i1" OAK PICKETF�' ---------------- j OAK ROUND 4tE©ARC RAILING PER CODE f, ' ! ( CASED POST AT ------ STAIR WITH SQUARE CAPITAL OAK HANDRAIL PER CODE _______ _ - OAK HANDRAIL --------------- CN 5" ! n _ ------- -----._.._......._�.._.._..----------- \ 4 0— -- - TY DRAWN BY.' Author OAK SQUARE CAPITAL I DATE; / /2024 9:38:15AM _.._............ I UP SCALE: 1/2"= V-0" --..__....--..._.._....__._....._..._...---............------ - ... _ -- j-- ! _ -- ---------- DRAWING SHEET NAME: I i 1 .._,:..... INTERIORS PAINTED I l STAIR SECOND FLOOR STAIR FIRST FLOOR PANELING 1 STAIR DETAIL PLAN Scale: 1/2 1-0 I " l "= ' " [2] Scale: 1/2"=1'-0" Scale: 1!2"=1'-0" DRAWING SHEET NO: =4 I i ARCHI TECTS: — —_.._._...--- ._.._.._...._.._.._.._...._._.....- - --......_........__..._.................._.....................-..............----- -- - --- -- ---- --...__.._ ........... .........................................__._......—..................------ -......- ..__. --------- -._.._... . .................. ..._..----.........._._..........................—._.._............----...-...... S-------.....-- ---- � � 1 2n .................................................... ............. .... ...... ............ AMUELS+ Err 2rr rr 10" PVC FASCIA BOARD STEELMAN Level TWO CONSTRUCTION — — — — —1PLAON j I , ADDRESS: Level LOWER ROOF 25235 MAIN ROAD 9'"2" CUTCHOGUE NY 11935 ---- 8" CASED HEADER 631-734-6405 -- ---- CONSULTANTS: SQUARE CAPITAL SEPTIC AND STRUCTURAL ENGINEER: CEDAR SIDING BEHIND MARESCA &ASSOCIATES 188-04 WEST MONTAUK HIGHWAY prr CASED POSTS, PAINTED HAMPTON BAYS, NY 11946 ........................................................... ............................ 4" PVC TRIM PAINTED OWNER: .......................... . . ............................... ........... ..... KONIOR WOOD ENTRY DOOR, PAINTED. SEE SPEC 153 HERRICKLLC .._......... 87 SANDY CT - - RIVERHEAD, NY BLUESTONE FACING ON i EXISTING PATIO 11901 ! REVISIONS: -- -- - PERMIT REVISION 8127124 Level ONE CONSTRUCTION PLAN - - _Level SITE PLAN Oil FENDER 3 _ 11 LVL w/ BLUESTONE STEP WASIIE _ � TL 3 ENTRY DETAIL ELEVATION PROJECTNAME: QScale: 1/2"-= =0-------._.._................_.--.---- - ----- II II II II I I I I SIMPSON H2.5A HURRICANE CLIPS @ 16" O.C_ ON EXTERIOR FACE OFF j I I I I PLATE W/5 -8d NAILS EACH END i II II -V " 'f_B_ STL_ ANGLE CH LEG SIMPSON LSTA30 1 Y4'r WIDE NEW 91 Z" TJI/560 �® 18 GAUGE METAL STRAP @ 18" O.C. FLOOR JTS ` - � � LVL ! w/ 11-1 Od NAILS EACH END-TYP. 2 - " x 11" STL_ I,_ (2) 2x8w/ " PLYWOOD PLATE _ "T&G PLY SUBFLOOR GLUE + NAIL. -® BOLTED CONNECTION DETAIL EXTEND NEW PLYWOOD TO SCALE: 1 1/2" i ��-0" EXTG. STUD WALL- MATCH SIMPSON LSTA151 Y4"WIDE EXTG. SHEATHING THICKNESS 20 GAUGE METAL STRAP a0 16" O.C. ! w/8-1 Od NAILS EACH END-TYP. EXTG_ PLYWOOD i 5 BOLTED CONNECTION DETAIL SHEATHING -----------._.......-------_....__.........................._...-----.._..--- ---------- EXTG STUD WALL i $" WALL BUILD UP DETAIL POURED IN PLACE CONCRETE , PROJECT ADDRESS: RETAINING WALL 1275 RUCH LANE SOUTHOLD NY, 11971 51/2 #4 REBAR @ 12"b.C. 1/2 i ---------_ - ----- -.._._..._.. _.._.........._....__._....._..__. ED AR I � i i:_........:.:.! I... EGRESS BASEMENT WATERPROOF I i _ �,C��N� E ALL SURFACES .............. BELOW GRADE __....._! _ .. ......_ ._�...... .................: _ I �GCn•� -t"KL: 50it ...... i co rr $ K, _.... :...................: ....... ................. I w f-- - 31/2 MAHOGANY FRAME ATTACHED TO . - ; W r 7t ................. ..- :. _ ,_... 1 r ..._.._1_._....-....._.._._._.- COLUMNS BEAM AND DECKING. PROVIDE e ti w i.:_ . .__....._� ..._.I_. #4 REBAR @ 12"o.c. ...._...... .._....__.._ w STOPS TO COLUMNS AND BEAMS I . 1 12 HOOK-30 SPLICE : EXISTING....._ OIL: �.. I i �.. ......... j ! I 0443 #4 REBAR @ 12"O.C. a.. ...........L................!.............................................. I__...........I -- -- 1 _ - .......... i @ I. _ I ... . gr�OF #5 REBAR 1Z"O.C.----_...., ! , _..._ � '- " _ - -- — _ ---- - _ - - ....... ..... - - — 3 CLR ALL AROUND I _..- ........ i �! .. ....... _..... ....... .... i i i j i ,............. _ 9/4/2024 9 38 19 AM r DRAW _.. i........:.......... - — - - DATE: 1 tol ............_. . - �'\ o _01 ..................... .... ::. 'o o SCALE As indicated J - ......_ -- -....._.._......I I_.......__. _...... I ...._.-_.... ................i_............._.... I ,......._......._I ..........._......_ _..............._ STEEL WIRE SCREENING ATTACHED DRAWING SHEET NAME: _.........._......: !_................. : ..__._...... _: ;._..__.._._.... r ......_......... j r FOOTING ON ; !... ........ 1�_7��_i ` _� i PERMANENTLY W/STOPS IN MAHOGANY UNDISTURED GRADULAR -� -; , I i I. L..._ = FRAME ... ........_ . : . . SOIL i............_. ; j._....._.......... ! : : ......... .. : .......... .... _ DETAILS : .... .......... ....... iM ---- ....._... DRAWING SHEET NO: ® RETAINING WALL AT EGRESS STAIR I '] Scale:SCREEN PANEL ELEVATION ' 1/2"=1'-0" ! bAO0001 a r'^�^ '' O�G ARCHITECTS: ► ,r.. f �4 i I EXISTING WALL I SAMUELS+ NEW WALL I STEELMAN I I WINDOW I ADDRESS: DOOR (SEE SCHEDULE ON SHEET X-XXX) - 25235 MAIN ROAD a b C CUTCHOGUE NY 11935 44'-4112" 22'-5" 631-734-6405 OVERHEAD AND BASE MILLWORK ________ (ALL MILLWORK TO BE CONFIRMED CONSULTANTS: VIA SHOP DRAWINGS) 7I' SEPTIC AND STRUCTURAL ENGINEER: MARESCA&ASSOCIATES 1 i WALL TYPE TAG 188-04 WEST MONTAUK HIGHWAY (SEE WALL DETAIL SHEETA-800.00) 3 12"SONOTUBE AT 3' ALIGN W/POST ABOVE 1 HAMP'TON BAYS,NY11946 -352.0 FBELOW GRADE WITH -353,0 OWNER: ROOM I POST ABOVE (TYP) 24'- 1" 1'-1 1 211 ROOM TAG 101 EQ EQ EQ EQ I KONIOR 153 HERRICK LLC 87SANDY CT - - - - -- - - —�--2X1aP�FLUSH- - - - - - - -- - I II RIVERHEAD,NY I I I I 11901 I I REVISIONS: II PERMIT REVISION 8127124 PERMIT REVISION 11129124 o I ZNEW SCREEN PORCH ABOVE NEW 3"SPRAY FOAM INSULATION (R-19) m ^ ofI N II PAINTED GYP BOARD FINI�H N �1 I I I I I 5'-6" 9'-6" I I li PROJECT NAME: 2- 2X10 PT LEDGER W/2X4 SP W NEW 8"THICK - — — — — — — — -- _ _ _ _ � _ — ___��_ _ _ -- _- _ _ _ -- — - — — — — — — - POURED CONCRETE II RETAINING WALL. 3'_4�� OT I SEE DETAIL ( _ Dryjr Washer 0 -7'-0"AFF o - NEW CAST IN PLACE I 2X61 HR \ L� / ' EGRESS STAIR — __-_-- — — ------- �QL RATED - __ -- ' I �BRAGE• WALL '` ;' '`'• j d O UPGRADE ELECTRICAL N I NEW 4" O.D.ROUND 'i PANEL PER ELECTRICAN = - _ ,- - z 001 METAL COLUMN 114 �— LOAD LETTER _ --- ,"'—� I EXISTING 6" METAL ABOVE NEW 3'X3'X1' --� ° ?d ` •-: CONFIRM LOAD ''' PC FOOTING BELOW n/ PRIOR TO CONSTRUCTION --- -,-- I POSTS TO GIRDER ID13 = ° `' a• < ' • LJ� 'tom d • e• d LLJ NEW 8"X 16"PC --- -- I 1 HR RA = e O ed c _ II _ .I _ �I I_ ° ° - FOOTING V (2) #5 11 7 . 6 11 1/2 8 91/2 15 2 003 BL . ._ - :•a; :<� ;..:. 6" MINIMUM BEARING - - 01;;0 °,. ; , ; - '� j' REBAR CONTINUOUS Z Z ON FOUNDATION WALL - - •,b- BL K" - • • UNDER LOAD BEARING WALL uP Co - EW 3 - 71/4" LVL GIRDER W/(2_5/8"X 7" STL PLATE " ---- 'I------ III ,•°t • •+ ,= a• 6" MINIM M;BEARING N° = -350,0 - IIp _-__- ; I NEW FLUE - - ONF011�N "A ON WAl-L�•;,'.d4'• ,y o-," . - - - . a _ co in I I III ; - Ilull I FOR BOILER 'd • o U]. d .c.. . c— NEW 4 OD ROUND METAL I1p r -- -- I ABOVE '* , a•,: d -1 ' - o COLUMN W/NEW 3'x3'xl' PC ,-a . ` - FOOTING W/(4) #5 REBAR N .- '- a- °O EACH WAY SET 4" FROM a I -- -- I ° `�j EXISTING 8" PROJEC AD BOTTOMP I I -- -- 1 :; ; : : <• va < , , :•. : ,, d• PROJECT ADDRESS: cn a ' o,rd o; ; •. , CONCRETE WALL ABOVE 9 w _ WITH FOOTING BELOW CASE AROUND GIRDER X I - _ ; _ I _ I d:. ;� a' 1275 RUCH LANE • • < z e �'M;• • • SOUTHOLD NY, 11971 a `y ° EXISTING GARAGE (2) LVL I • 4" CONCRETE ;d a' d ;.; = SLAB ABOVE FtED ARC < - . - •�. �5 JEAN EAI TINE FIR PL CEFOOTIN S — s . A 4- 34'-41/2" 8'-7" °° . ,°: ` Co EXISTING 8" ENCLOSE FJ ABOVE NEW LVL FLOORI G PER SPEC GAS METE c3'�,9Op4436 CMU WALL ABOVE ITH GYP BOARD FINISH ON GROUND LEVE �NEN WITH FOOTING BELOW BAT INSULATION REPAIR EXTERIOR S NEEDED I II DRAWN BY' KS DATE: 1112912024 12:33:37PM 2 SCALE: As indicated -351.0 I DRAWING SHEET NAME: I II I BASEMENT CONSTR. PL N I I BASEMENT CONSTRUCTION PLAN I DRAWING SHEET NO: SCALE: 114"=1'-0" I I A=001 01 ARCHITECTS: SAMUELS+ EXISTING WALL i NEW WALL I STEELMAN I WINDOW I ADDRESS: DOOR I (SEE SCHEDULE ON SHEET X-XXX) 25235 MAIN ROAD a b C CUTCHOGUE NY 11935 631-734-6405 OVERHEAD AND BASE MILLWORK - - _-_____ (ALL MILLWORK TO BE CONFIRMED 3 3 1 CONSULTANTS: VIA SHOP DRAWINGS) 1 -3 3.. SEPTIC AND STRUCTURAL_ENGINEER: WALL TYPE TAG MAHONREADGANY I REMOVABLE SCREEN PANELS , MARESCA&ASSOCIATES 1 I . (SEE WALL DETAIL SHEET A-800.00) STAIR TEAD SEE ELEVATION 188-04 WEST MONTAUK HIGHWAY 45'-0" / L HAMPTON BAYS,NY 11946 ROOM ROOM TAG I 24'-4" I 6X6 CASED POSTS I OWNER: 101 up KONIOR 153 HERRICK LLC 87 SANDY CT -f RIVERHEAD,NY 3 - 2X6 HEADER - , 11901 1 REVISI ONS: 1 0 MAHOGANY DECK PERMIT REVISION 8/27/24 I OVER 2X8 PT FJ w I W PERMIT REVISION 11/29/24 N o @'( SCREEN PORCH o w (4) 2X6 POST Lu < GAS GRILL HOOK UP X x l NEW WINDOW 112 X N I HEADER GAS STOVE VENT TO EXTERIOR I 10 - 101/2" 10'-7" 10'-91/ " 1l'-41/2 1 S 21'-91/2" - 5'-5" 2'-8" 3'-7 PROJIECTNAME: 8'- 1 1/2"V.I.F '-6"V.I.F i.. 40 0. V . �7 7' 01/2" 7' 6" 7'-3" (3) 2X10 HEADER (3) 91/2 LVLwEADER = (2) 2X10 `\1 5 ----- - _ ED3 I ¢ jrigerato UW I F 4 _ �? I I n L L '� 6'- 1" Sim NEW WOOD o I N �, 5 I FLOOR ON I J X �— DINING I/ J o 1 I i '- 10" 7'-0" T- " 4'-61/2" -400.0 EXISTING FJ . @' M - x KITCHEN M - _ ___ ..... ... .. ........................... N 103NI _ _ _ 1 ca _ co �,, -.. ...... BEDROOM.. — 9--BEDROOM _ oI - -- - Xl DER o 108 .:...... ..... ........ .. Q_2_ TILE/STONE FLOORING 00 _ V. I _ - I _ I .........I........................_. . •- 1 ,-= o ^I � WOOD POST J ,_ „ 10'�0'� ~ I' ;...__._. L..._..._.__.. c.�.1__—......_.........1-----..._.. (3) 2x4 POST I 12 3 _ JPO DER I _...__I i w - _ - N --- TO ALIGN W/ I ID5 - _ �r 007 T'I POOL CABANA Call - a I N DER BELOW ,_ „ ........_._..........._. ..........----......_ -1-............. ..�. .............. . _._.._ w BOLTED -_-- -- I 3 0 3 -5 1 I wine I V II II ISLAND co 111 I o f �............_,.............co I o CONNECTIO I N E N � ' ,� ID9 ID9 (2) 2X8 HEADER 2 LVL I_......_. �'� /..... .. I O.. ------------- ........,N .......N o CL SEE DETAIL WIFI z *ED2 CL - L ID2 - — - TO 16 W - — — — — — — z U.C. U.C. 1'-6" _ --- = z (3) LVL W/(2)P'X 11"STL P ATE LBWA SOUND STORAGE ---- -- U.C. -- I N N ID2 0 - Wine Wine - ' _ N. "I')?� _= I o 2 - 2X10 EADER.._ I N o ir, y : CL _..CL .. CL - CL _ - M z - co cN N -- ID5 - ID9 117/8" I 3 1/ 3 01/2 4 91/2 10'- 11 1/2" - - 3 ID10 I 1 1 _ HALL _== C4 I ID8 4'-0" r a 2X6 BEARING WALL N ............ r ID2 ......... _.._ — (4) 2X6 POST -- --- (4) 2X6 POST .. I «, .. ...... .. x o Lu „ „ -350.0 109 - - _ c� M (4) 2x6 POST WITH NEW 8 X 16 P.C. x 1 Cam___ TO ALIGN WJ I 1 TO ALIGN W/ O N I HEADER TO RIDGE (3) 16" LVL STRUCTURAL RIDGE E FOOTING W/(2) #5 REBAR EXISTING DOOR N ID10- GIRDER BELOW __ ___ ' GIRDER BELOW ( � _ - - — - — - E - — - — - — - •— - o CONTINUOUS UNDER WALL HEADERS �- BEDROOM I ENTRY I --- -- '�' 1 G c�. l A x OD c I =_ __= 1 PANELING I 1 - 1 1 10 co o i 105 I __....__ I® 100 -- -- AROUND STAIR o _ N I .o M NCall -- -- M N - I BATH Sim -' -- I J WALL I M > J W I (4) 2X6 POST > I > oo I I z - 1 -� -- -- J '-- CO -' -, I o N FROM HEADER 1'04.....__..... 401.0 - u, W _ JCEILING RIDGE - _ I -- --- .. I "' — - — �' - �— - 1 o TO RIDGE ABOVE PROJECTADDRESS: o _ . Cl)"' I 1 ^ NEW WOOD FLR I �- - — - i- - N F o� .. ..... ..... .. _ 2L L M N _ SOUTHO D NY, 11971 0 EXISTING J 1275 RUC 2 Sim UP (2) LVL I _- �, -.. .. NEW MASONRY FIREPLACE x 1 I 1 L - JBA _.. 401.0 Up LIVING ROOM I X I N w 00 o A~ ID8 0= 1 w � E E,R R 101 c 1 . z IDG 3 0 `�' - I s/�� (2) 2X10 2 2X10 ) 2X10 3- 91/2" LVL I co N •r� ��` — — t-= — — — - — — — A, GCn Or Y .. ENTRY LANDING m 12'-8 1/2" 3'-2" 5'-6" "' V _.ate _4'_ „— _ 5'-0- /2" 4_ „ ,_ „ _ (2 2X10 _ — — M '-01/2" $ - _ 2; 2X lO HOER „ „ - --------- ----------c „ , 5 �TqT� �4436 1 o 10 -01/2 9 -0 UP 15 -41/2 OFNE� NEW BLUESTONE 5'-4" '-21/2 6'-4" 11-91/1." 5'- " DRAWN BY: KS NEW WINDOW HEADER NEW 8X8 POSTS 10'-8" STEP BL EXISTING LANDING 1 21'-5" DATE: 111291202412:33:50 PM AT ENTRY 44'-2" (NEW BLUESTONE CLADDING EXTEND EXTERIOR WALL ON LANDING__ 22'-0" FOR SHUTTERS SCALE: As indicated DRAWING SHEET NAME: I I FLOOR 1 CONSTR. PLAN 2 -351:0 . I LEVEL ONE DESIGN DRA WING SHEET NO: SCALE: 1/4"=1'-0" A- 100 , 01 ARCHITECTS: i EXISTING WALL SAMUELS+ I [ NEW WALL STEELMAN WINDOW f ADDRESS: DOOR (SEE SCHEDULE ON SHEET X-XXX) 25235 MAIN ROAD CUTCHOGUE NY 11935 631-734-6405 OVERHEAD AND BASE MILLWORK _--__---_ (ALL MILLWORK TO BE CONFIRMED a 3 -353.0 C CONSULTANTS: VIA SHOP DRAWINGS) 352.0 SEPTIC AND STRUCTURAL ENGINEER: WALMARESCA&ASSOCIATES 1 i (SEE WALL TAG 188-04 HAMPTOE BAYS,NY 11946 IGHWAY (SEE WALL DETAIL SHEET A-800.00) ROOM I RAILING 36"ABOVE . I ROOM TAG OOF DEC ER COD OWNER: 101 KONIOR JJ 153 HERRI CK LLC 87 SANDY CT 11901 I I f RI ERHEAD,NY I I g REVISION'S: PERMIT REVISION 8127124 - PERMITR'EVISION 11/29/24 NEW ROOF DECK HALF ROUND GUTTERS I BELOW I - II 10'- 111/2" 4'- 1" -5" 9'-0" 10'-4" 1 Si 8'-01/2" 9'-01/2" 8'-61/2" I 6 Sim PROJECTNAME; -402.0 ......... .. 10 _ ' 4„. F -402.0 _ -._.(2) 2X8 --------._. }.. 2) 2X8/ (2) 2X8 N I I = I 01 ICoI �RY , li I :ol i uI a — — 0210o .._._._.........._.... - - � .I BATHROOM............ N1 ............_. .......... --. 211 -�— —r—• - 8'-81/2" N�/ ID7j - I OFFICE CDLLj i ' I � 203 I ' U i ' � O ,I _ 6' 71 I I - / >c L. — L ID3 CD 0 � ID ID4 �2 8 ao — — -- - - - ----------- _ _ (2) 2X8 2)�R8 .. ... _ - 11 3 2Xbl x �� t- � .. � �� ( ) HALL = ID3 I 4 0 - 206 0 - O O N Co00 I5' 61/2" 4' 91/2" - � 2 2 � ID2 " " ID I -- 212 (2) 91/4" LVL I ID3 v i EXISTING ROOF k— BELOW, NEW Z z ) 2X8 _ � ASPHALT SHINGLES -- --- - (2) `lfi/2"LVL-RIDGE BEAM . N 3 h(2) 2X8 -- --- I I I 2X4 WALL WITH R-19 n 1 I N Co I N -- --- �� BEDROOM YL INSULATION AROUND FIREPLACE N .2X6 WALL.. ID2 01 CMU -350.0 -- . ......... ................ _ UP TO RIDGE v q "I 9 CD M.BEDROOM .................. .. . ....................... I . . . ;ol-:- ................................. . _. Co 201 I G�I �; -- I � ............... N ........... I -- --- ,<�o - - - NEW CMU CHIMNEY 0 o NEW CEILING RIDGE V _ — _ � _ — _ — _ — _ ._L _ xl -- --- NI Co WITH LEDGE STONE FACING AT CATHEDRTL I �' -- --- ( I 8 ABOVE 1 PROJECTADDRESS; 4'-6 i1/2" - - I GYP BOARD CEILING I ; 1215RUCHLANE NEW ASPHALT G Q I I WOOD zo AT 8' I L I SOUTHOLD NY, 11971 00 ofROOF BELOW N PICKET 1 ID9 X ANE RAII I ; Lo o �,tED ARC N 1 BENCH I i �\N�JEA/Vs (2) X (2)2X8 _ (3) 2X8 (3) 2X8 V G ... H , ..... . T CV -7'-t 81/2" 8 6112 12 21/ 3 2 �TFOF NE��C� NEW ENGINEERED - WOOD FLOORING I 10'-8" I II DRAWN BY; Author THROUGHOUT PER SPEC NEW ROOF BELOW DATE: 111291202412:33:53 PM SCALE: As indicated HALF ROUND GUTTERS I I DRAWING SHEET NAME: PER SPEC FLOOR 2 CONST PLAN 2 I -351.0 I DRAWING SHEET NO: . I LEVEL TWO CONSTRUCTION PLAN SCALE: 1/4"=1'-0" ARCHITECTS: C NEW CMU CHIMNEY nb a REFACED WITH LEDGE STONE PER SPEC 6AMUELS-�- N - 1 11 ASPHALT ROOFING ON 3/4" PLYWOOD, 44 - 11 CEDAR SHINGLE SIDING HOUSE WRAP, ON NEW RAFTERS PER PLAN - ON BLDG. PAPER ON 5/8" PLYWD STEELMAN NEW HALF ROUND GUTTER I.. I SHEATHING PER SPEC - . - _ — — — — — — — — — — — — — — — _Level ROOF_ d1 1X6 PVC FASCIA BOARD I I 23 -8�D ADDRESS: CLAD WINDOW W/ °O 25235 MAIN ROAD NEW PAINTED MAHOGANY GRILLES AND 5/4"x 4" `r CUTCHOGUE NY 11935 .. .:.:.::::.:.... CASING &2" SILL SCREEN PANELS — — — — 631-734-6405 _ , — — Level ROOF PLAN � -W 19,-w ...... . _" CONSULTANTS: ASPHALT ROOFING ON 3/4" PLYWOOD, � .............----- NEW ASPHALT ROOFING HOUSE WRAP, ON RAFTER PER PLAN. - = SEPTIC AND STRUCTURAL ENGINEER: _..- / ON EXISTING ROOF STRUCTURE RUBBER MEMBRANE - - MARESCA&ASSOCIATES _......__...._.. .__ D 1X6 PVC FASCIA BOARD - HIGHWAY ............... . EGRESS WINDOW 8-04 WESTMONTAUKHIG OPENING 37"W X 26" H 00 HAMPTON BAYS,NY 11946 .................................................. 32" . .................... ..... .............................. . H, OWNER: ...................................... . ...... ................................ . .=� OPEN:6.38 SF NEW HALF ROUND GUTTER ............... .............. ...... ........................ ............................... ... . .................................................. Level TWO CONSTRUCTION N .. I. KONIOR PLAN 153 HERRICK LLC WOOD DOOR WITH GLASS — — — — — — — — — — — — — � � — 11'-0° 87 SANDY CT "—" Sim — 3'_ 1" _ — _ — Level LOWER ROOF OF RIVERHEAD,NY EXT.SCONCE EGRESS WINDOW co 9 2 - - -- NEW PT.WOOD STAIR ' 00 ........................... SILL 32 H, ..._.__ _ �, I ...... \ I 1 _L..._.._.._ } ....... ,'., ;.�:: . ,. _... � TREVISION 8/27/24 WITH DECK BOARD 1 ............. ,�. a ._. c , . - OPEN:6.38 SF o PERMITR f l _ _ _ _.__._...__....-r.._. ,!._...._.._......................_ -. ...................__.._._.. ..... _..... --- EVISION I— REPAIR STUCCO 11/29/24 ............ a. — I I / ................. .................. _ ................................... .. REPAIR STUCCO IF NEEDEDLo IF NEEDED T............_I...... ` °O ............................................................. J J . \.__.... ........._...y.�_...;.. t +....................._ , J ............................................................................................. ............. _ .._...._..,._... `... ......��............. ..... �, N cn Le el ONE CONSTRUCTION _..._....._ �, f L... .....�. I_ PLAN - �' ON --- - - -- N Level SITE PLA 1 0 PROJECT NAME i . , I : : I , : ; : . . : . ! : : ; I i ' T N , DA OUN\ 1011 : ! 0 , I O North Elevation 2 3 4 5 SCALE: 114"=1'-0" � M NEW CMU CHIMNEY WITH LEDGE STONE. SEE SPEC I I I I O Level R00_F O NEW SOFFIT 23'-8" 12 _ O I INEW HALF 4 C ROUND GUTTER Level ROOF PLAN ................ ..........................................................2 - ?U" ........ ... ,- I1 CEDAR SHINGLE I .. RR PER PLAN I..... IILA .:.::..........I TO MATCH HOUSE 0 SHIPLAP CEILING AT _ . . _. . 1X6 PVC FASCIA BOARD ROOF RAFTERS 1X6 PVC FASCIA BOARD I _ I _ i I I � __._ .. .__�r,. _.. ..... ........ NEW CLAD WINDOW W/GRILLES NEW PAINTED _......._ _..._. . .. -- _._._.......... ... _... - N _... CV CV AND 5/4"x 4"CASING &2"SILL Level TWO CONSTRUCTION -- -- - -- - - evel TWO CONSTRUCTION MAHOGANY �i -----. ... � � � \ J J J 1PLAo SCREEN PANELS I I I I 4 0 PLAN 0" 1275RUCHLANE ............................__................ . _. . .. _ UTHOLD NY, 1197 Level LOWER ROOF _ - - —. _ — —. _ — — —_. — —... _ Level LOWER ROOF 91. X _ ..._........... ....... ... ... ... .. .......... ......... ... .. ... ... ...................._.__...... _......... 1 11 .......... ...................................................... .. ........... . . ................. 9 -2 .......... .. . .. _._._..__. a..._..........i._.... ED 1.... f ........................... CEDAR SHINGLE SIDING �R ARC 10" MAHOGANY ' S/811 PLYWD .................._... ....... PER ON _. . ........ . . ............................ ....... ... TRIM BOARD AT DECK -.,.......... .... I ...........1SHEATHING ON BLDG P _. .....:...........'... ;........L...._ im A o G I I 1 \ _... E3 - _. --..-_._ - ......... . 1 i t ti......_. I ONE CONSTRUCTION ;" cn I ( .........._..................... 0 ao 1 o J Level ONE CONSTRUCTION11 PLAN Lev el .;; — PLAN �, oo _ .......... ... ao � ............. _:- ...........I_..... I N > N > REPAIR STUCCO IF NEEDED ...................... Level SITE PLAN — - Level SITE PLAN TE�F NO I It I i 0 I r I I - - - Author _...._ _...._ _... _.........__ I ...__......... .__........ I .__...... ............... ..__.... _..... I I I DRAWN BY, ! r r I ........ I ...___! _-- I - -....I I..................I I_-�_.._. I _ I..........._. L,_.�...... :_............... :.............._. ........_...._.. , I I r. 1 „ r I I I I I I -.; -- — -.... 11 i I. I I %19/202 12: i .................. : .. . .: :.. ._... . . . . . ! .. :....... . I I I 4 .33.57 PM I I : I 1 I . : .. . . ,...... :.. . I ..._. r....._I . .................a : : _..... __. _. I _: , _;........._ T.,__..w ;_ ! i' DATE. I I ( 1 � I............... _ ...._......._ II i ! 11_ r n _.......... I............ - 1 I _ SCALE: 1/4 1-0 : I I : , ; ; � i i I NEW EGRESS TAfR WELL I I' I i � { : . , XISTfNG'!FOUND _. _. , i ' . .... .... ;. _.. I I.... .......I I _.........I . ................ I ......_...._... . .._..... _ S E T10N i i I ! I I i t i I I ! t I ! ( ! ! ! ! I I { ! I ! I I I ....._.......__ : ......... - ....... -._ ....._.......... ........._......I I ! , ......... ! _.....-_. DRAWING SHEET NAME: . ............_._. .............. :I I I I I............ I i ...._�.......: . __.._......... . .._..._.... _...........I 1 I . . . _ _ , I I I I I I is . I , . il. � I , ... , I : 1 , I . :... ...: I I .._: .................I .........._.__. _...__._. .._...: ... I I I , : I I ' : ...:...... ---- i — 1 Level FOUNDATION ELEVATIONS _ ATIONS I _ I 1 . __ Il I I 0 , , . -- — I ; - .... : : . .......... 11::-....._:_:: . . :......---1 ! . .........:....I I . .. . DRAWING SHEET NO: ,3 North Elevation at Screen West Elevations " SCALE: 1/4"=1'-0" SCALE: 1/4"=11-0" A=300 , 01 ARCHITEC �: TITLE KEY PLAN SA , E L H ( FFm1Vm1AN mKtomNOVATION AND ADDITION S T _EL . I AN 1275, RUCH LANE SOUT OL N 11 ADDRESS, PDNOTED k DATE- S"j 25235 MAIN )AD � �r� CUTCHOGU VY 11935 ;)E,z rb' A ys,.1:>. ; t4'S ffi `•., ,..E ;,3•. `/,' � 6 �. - 63 128 63 734 640 , i BUILDING ftc, p �13� II E N 10 - NT HE a, 5 2 47/128 AT N 101 0 121/128 _ �1 , �p zu " 831 7651 /(1� n . _ _ 8 T E 65 4 167/256CONSULTAI 3: ._.,,.. ,. ,r,'.: ..kit._, e '.).k..,. -;., •,. .. .,.,.... <.., . .,.,r 1 n „ . Y .. ,. ¢ �. w ..-.x .\.. - � .. SEPTIC ,. ENGINEER: „ _.. ,. ,.... >.. .. - ..... .- .,�__. 1275 RUCH LANE �. c ,. : f OCIA TES SOUTHOLD N / 3. EW YORK ,. �, � g❑ 188 04 WES 4ONTAUK HIGHWAY ❑0 / o❑ / FINAL❑ 0�,.d 3 f R !,•'"iS <„ T E: _ � t ONE S N 11946 .. ,,.,.. � ... ., ,. .:: e....: :.... ...::,..x., .e :, ,3a;VC,C,.: ., .,, i,.\ a .,... ....:, .. � ❑ / pp[-/,I'��.1. i +�=:L Ve ( a f C. \ a , ALL CONS, I , MEET u OWN \ .::\ \,e. L L3 tea.: '.• ,a z:, \ SIG ! /^�ry Kt�' � I� E5 OF N \ YORK �, STATE. r FOR . . :; I �#ESIGNTRUCTON EPPO� 2255THAV 11 = NEW PORK Y 10010 - - PH, 917 855 )99 N-42 - 11 193/256 , 4, \. 44'-4 165/25611 N -48'-8 53/256" COMPLY WITH ALL CODES OF E-56'- 11 111/256"' NEW YORK STATE&TOWN REVISIONS: ,����ss pper*p�+�((�� pFA p� -- -__...--- IDl fM Ns OF DES mma RUCH LANE v A G O x� Z `ce \ .v -v i Via., A �.. a�. � �...-�Av,aGa\ e••'.., Y PROJECT P WE: OCCUPANCY OR § n� USE IS UNLAWFUL i I r \ WITHOUT CERTIFICATE OF OCCUPANCY HASHAMQMUCK POND v�� RETAIN STORM WATER RUN QFr vv �� PURSU NT TO CHAPTER , '� OF THE i'QW 236 N CODE. \ off. I - ---' � c F CONTENTS _ CODE INFORMATION BUILDING DEPARTMENT NOTES TEST HOLE = '�' ' -' - J-. ALL.PLUMBING 1lV.;. : :• Z - ---- ----- _ - CODE INFORMATION: 1. NO CHANGE TO USE EGRESS OCCUPANCY. ?D 'iNG;� E��31 Eklf ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS, 2. THIS DRAWING IS FILED TO SHOW HOUSE RENOVATIONS,ALL EXISTING AND BASE BUILDING CONSTRUCTION NOTES: WATER ENCOUNTERED '�` BELOW SURFACE SHEET SHEET DESCRIPTION f BID SET DRAWINGS AND CONSTRUCTION CRITERIA OF THE OWNER AND SHALL SATISFY ALL APPLICABLE CODES PREVIOUSLY APPROVED. T-000.00 COVER SHEET ORDINANCES AND RE -� 1 GULATIONS OF ALL GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE 3, WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL LAWS, BY-LAWS, BROWN SILTY SAND PLUMBER. CERTIFICATION T-001 r00 GENERAL NOTES 1 CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE PERFORMED BY THE TENANTS STATUTES,ORDINANCES,CODES,RULES, REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING 1' ---------- SM ON LEAD CONTENT BEFORE -- CONTRACTOR; ALL PERMITS SHALL BE SECURED AND PAID FOR BY THE TENANTS CONTRACTOR(S). ON THE PERFORMANCE AND EXECUTION OF WORK. BROWN SILT ML CERTIFICATE'OF OCCUPANCYZ DM-1 01 SCHEDULES 1 _ __. APPLICABLE CODES INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 4. ALL WORK SHALL BE EXECUTED DM-100,01 DEMOLITION PLAN 1 CU ED IN ACCORDANCE WITH BEST ACCEPTED TRADE PRACTICES. 2' SOLDER USED IN WATER O w -�- -- -- - - - 5. CONTRACTOR SHALL FOLLOW BUILDING DEPARTMENT REQUIREMENTS,RULES AND REGULATIONS FOR SUPPLY SYSTEM CANNOT A-001 r00 BASEMENT CONSTR. PLAN _ 1 ._._ ; ALTERATION WORK. EXCEED 2/14 OF 1'% A \ LE ID. ....L.� L..L. A 100r00 FLOOR 1 CONSTR. PLAN 1 - 6. CONTRACTOR SHALL PATCH AND REPAIR ALL FLOORS,WALLS,CEILINGS,ETC.DAMAGED OR EXPOSED DUE TO BROWN CLAYEY SAND WITH GRAVEL - -~ �w- - - BUILDING AND STRUCTURAL NEW YORK STATE RESIDENTIAL BUILDING CODE 2020 A-101 r00 FLOOR 2 CONST PLAN 1 i WORK OR REMOVALS AND FINISH TO MATCH ADJUSTED SURFACES. SC - - ��- -+� MECHANICAL 2020 MECHANICAL CODE ELECTRICAL A-102r00 ROOF CONST PLAN 1 7. CAP OR RELOCATE AS DIRECTED BY OWNER,BY APPROVED MEANS ANY ELECTRICAL ITEMS SUCH AS SWITCHES, PLUMBING )IV�9�E�``4"" :1: r �. T-003r00 SITE PLAN 1 2020 PLUMBING CODE OUTLETS, LIGHTS, ETC.ON WALL SURFACES SCHEDULED TO BE REMOVED. m SMOKE AND CARBON MONO. 2020 CODE T 004.01 DRAINAGE PLAN 1 - _- 8. APPLICATION FILED FOR PERMIT IS FOR WORK INDICATED ON THE DRAWINGS. __. SAFETY NOTICES 2020 CODE A-200.00 BASEMENT ELEC PLAN 1 9• ALL PLUMBING WORK SHALL BE PERFORMED BY A NYS LICENSED PLUMBING CONTRACTOR, - ELECTRICAL 2020 ELEC.CODE 131ower door A-201,00_ LEVEL 1 ELEC PLAN- 1 _ _ _ - 10• ALL ELECTRICAL WORK SHALL BE PERFORMED BYA NYS LICENSED ELECTRICAL CONTRACTOR. BROWN FINE TO COARSE SAND SW A-202.00 LEVEL 2 ELEC PLAN 1 ENERGY 2018 NYS ENERGY CODE and ductwork PROJECT A: RESS: _ A-600.00 DETAILS 1 testing requ .red. I A-700.01 STRUCTURAL DETAILS 1 16' ------ 1275RU, ,LANE A-300.01 ELEVATIONS 1_...____ WATER IN BROWN FINE TO COURSE SAND SW SOUTHC )NY, 11971 A-301.01 ELEVATION 1 - _ - 17' _ -- -----___.___.__-----_---�- Must provide Manuals A-350.00 SECTION 1 1 Dv J and S as per k -- --- -- -- ti/ A-351.00 SECTION 2 1_ _ ENERGY CODE SKYPLANE REQUIREMENT ,� E�EAN A-352.00 SECTION 3 - 1 - - -- - ---- � N- , 0 INTERIORS _- - _ ---- - - - - - SEE ENERGY CODE DOCUMENTS FROM RESCHECK ON PAGE T-002. A-401,00 INTERIORS 1 �l exterior Iightxra A-402,00 INTERIORS 1 Installed,replaced o �A-403,00 INTERIORS 1 , "red$'hou+G+bllf(D _ - - - - -- FLOOD NOTES \ ft Chapter 17�, I SITE INFO - - - -- - -- o \ \ \ Of the Town NCO 1w 1. Tax Map#: 1000-52.-3-14.1 PROPERTY IS NOT LOCATED IN THE FLOOD ZONE PER FEMA MAPS. DRAWN BY: Author 2. ADDRESS: 1275 RUCH LANE SOUTHOLD NY, 11971 --_- - �•, \\� DATE: 10, )/2023 4:29:21 PM STRUCTURALNOTES 3. OWNER: DAVID HOFFMAN -------- - - 225 5th Avenue- 11 E r ---- ---- --- - - ------------ - SCALE: A ndicated New York, 9 99 SEE STRUCTURAL PAGE LOCATED AT S-100 FOR TYPICAL BEARING AND FRAMING DETAILS. DRAWINGS, ET NAME: Ph.917 855 9099 , � I :2 I fY1 �C,-�` E:davidghoffman1@gmail.com ., , ., l� COVE ',SHEET USE PERMITTED:RESIDENTIAL LOT SIZE:21681 SF' x `, � � � \ p�G�'' 4. ZONING DISTRICT: R-40, y �: SURVEY NOTES , , � � t 5. ALLOWABLE LOT COVERAGE:20%(4,335 SF), EXISTING LOT COVERAGE:2,195 SF 6. PROPOSED LOT COVERAGE:3,552 F>4 335 F �!0 3 `123 1. NATE TAFT CORWIN �/ �' � (VLe_d 7, TOTAL ALLOWABLE SF; 3,560 SF+�-�,��BA-SF+4+ F 12.% LAND SURVEYOR J / � l DRAWINGS :ET NO: = 1586 MAIN ROAD -- - 8. TOTAL SQUARE FOOTAGE PROPOSED:2,995 S < F JAMESPORT NEW YORK, 11947 9. SF COMPLIANCE:2,995 SF 3,560 S. �1( 631-727-2090 --� - - ■ ARCHITEC >: - - -- ----------- GENERAL NOTES PLUMBING NOTES ACCESSIBILITY NOTES (BC 2014 - CHAPTER 11) ACCESSIBILITY AND TYPICAL MOUNTING HEIGHTS UELS+1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 1. ALL PLUMBING SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE 2014 NYC BUILDING, 1. CABINETS SHALL BE MODIFIED,RANGE,DISHWASHER,WASHER/DRYER(WHERE APPLICABLE)SHALL BE 1. SEE ARCHITECTS DRAWINGS FOR PLAN LOCATIONS SAMI 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. PLUMBING AND FUEL GAS CODES. REPLACED AND APPROVED TYPE APPLIANCES SPECIFIED IN ANSI SHOULD HANDICAPPED PERSONS OCCUPY THE 2. ALIGN DEVICES VERTICALLY WHEN IN 4'-0 PROXIMITY a mAN 3. OWNER TO BUY ALL FINISHES INCLUDING TILE,COUNTER,KITCHEN CABINTRY, DECORATIVE LIGHTING 2. ALL FIXTURES SHALL BE OF TYPE AND MANUFACTURE APPROVED FOR USE IN NYC AND BEAR BS&A APPROVAL. APARTMENT TO BE RENOVATED. 3. FOR DEVICES ON WALLS UP TO T-0" WIDE, CENTER DEVICES SIMILAR TO COLUMN PLACEMENT STI _` ELM 3. ALL HOT AND COLD WATER LINES MUST BE SEPERATED BY AT LEAST THREE INCHES AND FULLY COVERED W/ 2. FLOOR SURFACES ALONG ACCESSIBLE ROUTES AND IN ACCESSIBLE ROOMS SHALL BE MADE STABLE, FIRM AND SHOWN. 4. CONFIRM LIGHTING LOCATION ELECTRICAL WALK THROUGH PRIOR TO INSTALL PIPE INSULATION. SLIP RESISTANT IN COMPLIANCE WITH SEC.4.5.1.ANSI SHOULD HANDICAPPED PERSONS OCCUPY THE 4. FOR NON-DIMENSIONED DEVICES ON WALLS LONGER THAN 3'-0" LAYOUT DEVICES VERTICALLY ON 5. NO NEW BATHROOM ON GROUNDD FLOOR,NEW BATHROOMS ON SECOND FLOOR ONLY 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBER.PLUMBING CONTRACTOR SHALL ARRANGE AND APARTMENT TO BE RENOVATED. ONE SIDE OF WALL, REFER TO PLANS FOR SIDE LOCATION OF WALL. 8. SEE PLANS FOR CEILING AND HEADER LOCATIONS OBTAIN INSPECTIONS AND SIGN-OFFS. 3. DIMENSIONS OF CLEAR SPACE AND DOOR OPENING INTO ADAPTABLE TOILETS(WHERE APPLICABLE)COMPLY 5. FOR LOCATIONS WHERE MULTIPLE DEVICES ARE SCHEDULED AT SAME HEIGHT, DEVICES TO BE 2" 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS PANELS. WITH SEC.4.32.4.2. APART. ADDRESS: 15. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE BELOW THE FLOOR SUCH AS LATICRETE 5. IN ALL INSTANCES WHERE EXISTING BRANCH PLUMBING PIPING IS EXPOSED OR OTHERWISE DISTURBED AS A - RESULT OF THE ALTERATION,SUCH BRANCH PLUMBING PIPING SHALL BE REMOVED AND REPLACED FROM THE 4. DOOR WIDTHS SHALL BE A MINIMUM OF 34"IN COMPLIANCE WITH SECTION 4.13.5 ANSI DOOR CLEARANCE TO BE FLOOR HALL SIGNALS 25235 MAIN )AD 9235 TURNED UP 4"AT WALLS. FIXTURES TO THE BUILDING RISERS AND STACKS. IN ALL SUCH INSTANCES, NEW RISER SHUT OFF VALVES SHALL 32 DESIGNATION o o THERMOSTAT/ COAT CUTCHOGO 'VY 11935 17. FILING, PERMITS,&LICENSES BE INSTALLED IN LOCATIONS AGREEABLE TO THE BUILDING MANAGEMENT. 5. THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 1/2"IN HEIGHT AS PER SEC 4.13.8 ANSI. (ADA/ANSI) TEMPERATURE HOOKS 631-734-640 17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK STATE 6. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING TO ALL FAUCETS,TUB SPOUTS OR SHOWERHEADS 6. HANDLES,PULLS, LATCHES,LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A �, " SENSOR d 2", 17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND FILED WITH THE NEW YORK HAVING MIXING VALVES. INDIVIUAL STOP VALVES SHALL BE INSTALLED FOR EACH FIXTURE. SHAPE THAT IS EASY TO GRASP AND SHALL BE OPERABLE WITH ONE HAND AS PER SEC 4.13.9 ANSI. � CARD READER j CONSULTAI S: 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE,WATERPROOF CEMENT PLASTER,WATERPROOF ; o 7. NO WORK SHALL BE DONE THAT AFFECTS STEAM LINES UNLESS AND UNTIL SPECIFICALLY AUTHORIZED FROM 7. MANEUVERING CLEARANCES AT DOORS TO COMPLY WITH ANSI SEC 4.13.6 5.SINKS SHALL BE HANDICAP BUTTON SWITCH o W Q SEPTIC ANC :TRUCTURAL ENGINEER: GYPSUM BOARD,OR NEW CEMENTITIOUS WONDERBOARD OR DU-ROCK. THE BUILDING MANAGEMENT. ACCESSIBLE AS PER FIG.31 ANSI. $ -- Q °° - z J MARESCA 6 SSOCIATES 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF BUILDING CODE. 8. ALL PLUMBING REPLACEMENTS AND OR INSTALLATIONS SHALL BE INSPECTED BY THE CITY BOARD OR ITS 8, FUTURE OUTWARD DOOR SWING INDICATED ON DRAWINGS(TPPN 15/88). " Uj �, ¢ w I 188-04 WES 'AONTAUK HIGHWAY 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. DESIGNATED REPRESENTATIVE PRIOR TO BEING CLOSED. o 00, _ "' ; Nco HAMPTON E YS NY 11946 9. DOOR BUCK SHALL BE PROVIDED TO ALLOW REMOUNTING ON SAME FRAME IN ORDER TO ACHIEVE ALTERNATE ME M \ Q `r 25. SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR TO CABINET ORDER 9. PROVIDE NEW SHUT OFF VALVES AFTER ANY FULL 3-ELBOW SWING. SWING(TPPN 15/88). o j "'7 co OWNER: j 10. PLUMBER MUST CHECK AND MAINTAIN EXISTING WASTE AND VENT LINES TO BE FREE OF ANY OBSTRUCTION. 10. EXISTING RESIDENITAL BUILDING WITH ELEVATOR SERVICE COMPLIES AND/OR PARTIALLY COMPLIES WITH 0° ELEVATOR DOOR SWING DOOR L OUTLETS SHOWER CONTROLS DAVID HOF IAN 11. VERIFY THAT DRAIN LINES AS SHOWN CAN BE SIZED AND INSTALLED AS PER CODE.ALERT ARCHITECT TO MODIFY PREVIOUS ACCESSIBILITY REQUIREMENTS UNDER LOCAL LAW 58 OF 1987. AND ACCESSORIES 225 5TH AV - 11 E PLANS IF OTHERWISE. 11. NEW WORK SHALL COMPLY WITH 2O14 BC,CHAPTER 11 "ACCESSIBILITY'(ANSI Al 17.1-2009)EXCEPT THAT AS THIS I NEW YORK "'Y 10010 12. ALL HOT AND COLD WATER PIPING AT FIXTURE TO BE TERMINATED W/AIR CHAMBERS RISING ABOVE THE RESIDENTIAL BUILDING WAS OCCUPIED PRIOR TO MARCH 13, 1991,TOILET AND BATHING ROOMS MAY COMPLY 0// MIRRORPH. 917 855 ))99 FIXTURE. WITH PROTOTYPES ESTABLISHED BY ANSI Al17.1-1986 PER RCNY 1101-01. jL � / 40 1 48"MIN. 13, FIXTURE PIPING BETWEEN SHUT-OFF VALVE AND FAUCET OR APPLIANCE TO BE COPPER TUBING WITH FLARED 12. BC 1101.3.1:NO CHANGE OF OCCUPANCY OR USE PROPOSED UNDER THIS APPLICATION ;z j 24" MIN. MAX. 42" MI . '- 11 12110211 z SOAP 17"MI - - - - - - REVISIONS: ENDS AND BRASS BUSHINGS. 13. BC 1101.3.2:ALL PORTIONS OF THE BUILDING BEING ALTERED UNDER THIS APPLICATION TO THE EXTENT OF THE � 11 1 14. NO REINFORCED RUBBER HOSE WILL BE ALLOWED IN PIPING TO APPLIANCES, ALTERATION ARE PROVIDED WITH ACCESSIBLE FEATURES AS NOTED. ; 18 8" MIN• - - 14. BUILDINGS AND FACILITIES SHALL BE DESIGNED AND CONSTRUCTED TO BE ACCESSIBLE IN ACCORDANCE WITH ' r P `Y' 15. ALL PLUMBING WORK WILL BE PERFORMED WITHIN THE UNIT SPACE AND NO WORK IS TO TAKE PLACE BELOW THE _ d - - _ _ _ SLAB. CHAPTER 11 ACCESSIBILITY, BC APPENDICES E,N&P,AND ICC Al 17.1 (ACCESSIBLE AND USABLE BUILDING 60" MIN. ¢ o z_ "MI CLEAR FACILITIES). CD 16. NO RISERS CAN BE RELOCATED OR REMOVED. PLAN I M M z '� FLOOR 15. AN ACCESSIBLE ROUTE SHALL BE PROVIDED TO EACH PORTION OF THE BUILDING,TO ACCESSIBLE BUILDING N PLAN SPACE i 17. ANY REQUIRED WATER SHUT-DOWN NEEDS ARE TO BE REQUESTED IN WRITING TO THE BUILDING MANAGEMENT _ INDICATING TIME AND DURATION AND COORDINATED WITH BUILDING SUPERINTENDENT. ENTRANCES CONNECTING ACCESSIBLE PEDESTRIAN WALKWAYS AND THE PUBLIC WAY,AND OTHERWISE COMPLY ACCESSIBLE GRAB BAR WITH TOILET 9 ' ACCESSIBLE 111 MI . 18. SPEEDY CONNECTIONS ARE NOT PERMITTED. WITH CHAPTER 4,ACCESSIBLE ROUTES,OF THE ICC 117.1. WATER CLOSET REINFORCING STRIP PAPER CL LAVATORY 19. PRESSURE ASSIST TOILETS SHALL NOT BE PERMITTED. 16. ACCESSIBLE MEANS OF EGRESS TO BE PROVIDED AS PER NEW YORK CITY BUILDING CODE SECTION BC1007. PROJECT f +ME: 20. AIR CHAMBERS MUST BE INSTALLED AT EACH INDIVIDUAL FIXTURE. 17. ALL UNITS SERVED BY AN ELEVATOR IN OCCUPANCY R-2 SHALL BE TYPE B UNITS WITH THE ADDITIONAL REQUIREMENTS OF TYPE BUNITS IN R-2 OCCUPANCY PER BC 1107.2.ALL TYPE B UNITS TOILET AND BATHING 21. ALL VALVES MUST BE ACCESSIBLE TO THE SATISFACTION OF THE BUILDING MANAGEMENT. FACILITIES IN GROUP R-2 MUST COMPLY WITH APPENDIX P OR TYPE A TOILET AND BATHING FACILITIES(BC i 4"MIN, + 4"MIN. 22. IF NECESSARY:NEW SHOWER CURBS MUST BE BUILT OF MASONRY ANCHORED TO THE SLAB.LEAD PANS MUST 1107.2.2).DWELLING UNITS SHALL BE EQUIPPED WITH DOOR WIDTHS AND CLEAR FLOOR SPACES FOR POSSIBLE ' ' 124"MIN.! BE PAINTED W/BITUMINOUS WATER PROOFING MATERIAL AFTER INSTALLATION,THE SHOWER PAN MUST BE OCCUPANTS WITH PHYSICAL DISABILITIES.TYPE B UNITS FOR R-2 OCCUPANCY SHALL INCLUDE ADAPTABLE 1 j 24" MIN. M X. 4" MAX 12"MIN. TESTED BY 24-HR STANDING WATER TEST.THE SHOWER WASTE CONNECTION SHALL BE SOLDERED AND WIPED. FEATURES AND ABIDE BY REQUIREMENTS SET FORTH ALL APPLICABLE SPACES IN SECTION BC 1107. '` ' - - - '` - - - BOLTED AND HUB CONNECTIONS ARE NOT PERMITTED. 18. DOOR CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES,THE TIME REQUIRED TO , 48" MIN. "MIN_ 'co 30' MIN. "MIN_ 23. CHECK VALVES AND BACKFLOW PREVENTERS MUST BE INSTALLED ON EVERY SINGLE LEVER FAUCET,WASHING MOVE THE DOOR SHALL BE 5 SECONDS MINIMUM. - MACHINE,DISH WASHER,AND SINGLE LEVEL SHOWER BODY.ALL BATHROOM UNILITY SINKS AND TUBS SHALL 19. OPERABLE PARTS SHALL BE PLACED WITHIN ONE OR MORE OF THE REACH RANGES SPECIFIED IN SECTION 308 HAVE OVERFLOW DRAINS BUILT IN. _ OF THE ICC Al17.1 AND BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR PIPING NOTES -WISTING OF THE WRIST AS PER SECTION 309 OF THE ICC A117.1. ACCESSIBLE TUB FOR GRAB BAR WITH 20. BLOCKING FOR THE FUTURE INSTALLATION OF GRAB BARS TO BE PROVIDED IN ALL ACCESSIBLE BATHROOMS AS ADAPTIVE BATHROOM REINFORCING STRIP C) STR IN ALL RENOVATED AREAS,THE FEED BRANCH LINES MUST BE REPLACED BACK TO THE RISER. DESCRIBED IN SECTION 604 OF ICC Al17.7.GRAB BARS,SHOWER SEATS AND DRESSING ROOM BENCH SEATS SHALL BE DESIGNED TO MEET THE REQUIREMENTS OF NEW YORK CITY BUILDING CODE SECTION BC 1607.7.2. 2. ALL RISERS MUST BE INSPECTED BY THE RESIDENT MANAGER UPON OPENING UP THE WALLS AND IF ANY WORK � 36" 40" , IS REQUIRED THE RESIDENT MANAGER SHALL CONTACT THE BUILDING PLUMBER FOR FURTHER REVIEW. 21. INTERIOR ACCESS,FLOOR SURFACES,ADAPTABLE KITCHENS,ADAPTABLE KITCHENETTES AND ADAPTABLE 3. THE FEED BRANCH LINES MUST BE EQUIPPED WITH AN EMERGENCY SHUT OFF/CHECK VALVE AS CLOSE TO THE BATHROOMS SHALL BE AS PER ICC A117.1. z --- 4 " MIN. 12" M > . 36" MIN. 18" 1311 RISER AS POSSIBLE. Co II v a 12°� MIN. I IN 4. THE VALVE MUST ALSO BE LOCATED OUTSIDE THE WALL OR IN A FIRE RATED ACCESS PANEL. RISER DIAGRAM 5. ALL BRANCH FEED PIPING MUST CONFORM TO LOCAL CODE REQUIREMENTS AND ONLY HIGH QUALITY COPPER 56"MIN 18 ;; 1 a< 6. THE LOCATION OF THE ACCESS PANELS,VALVES AND NEW BRANCH LINE RUNS MUST BE LOCATED ON THE PIPES CAN BE USED. S NEW LINE DI CHECK VALVE(QUIET) PLAN ~ ti ALTERATION PLANS AND/OR SHOWN TO THE RESIDENT MANAGER DURING CONSTRUCTION. 6' 7. ALL EXPOSED AND NEW FEED PIPING MUST BE INSULATED.THIS INCLUDES BUT IS NOT LIMITED TO ALL HOT, E EXISTING LINE BALL VALVE TOILET PARTITION GRAB BAR WITH j ACCESSIBLE&AMBULATORY URINAL REINFORCING STRIP WATER CLOSET COLD,HEATING AND COOLING PLUMBING FEED LINES,WHETHER BELONGING TO THIS APARTMENT OR NOT. POINT OF CONNECTION HAMMER ARRESTOR 8. ALL PIPE INSULATION MUST BE INSPECTED BY THE RESIDENT MANAGER PRIOR TO CLOSURE. WALL MOUNTED TUB/ SHOWER NOTES CLOCK SPEAKER/STROBE J AED AUDIO/VISUAL j STROBE 1. NEW SHOWERS INCLUDING TUB/SHOWER MUST BE NEW CEMENTITIOUS WONDERBOARD OR DU-ROCK;ALL TYPES HOSE CABINET - --- ALARM&STROBE ARE TO BE LINED WITH A LAYER OF LATICRETE 9235 WATERPROOFING MEMBRNE WITH ALL SEAMS LAPPED 4". j HORN/SIREN j 2. ALL CURBS AND BENCHES ARE TO BE BUILT OF CONCRETE BLOCK WITH BLOCK CELLS FILLED WITH MORTAR, L FIRE EXTINGUISHER 3. SHOWER BASES ARE TO BE FITTED TO A NEW LEAD PAN,COATED WITH POLYMER MATERIALS ON ALL SIDES. z - -- CABINET o PROJECTA; CRESS: 4. LEAD PAN MUST WRAP UP AND OVER THE CURB. _ _ _ _ ;`� 3"VENT ROOF _ 00 Z J CD W I = A END O J W 5. LATICRETE MEMBRANE IS TO CONTINUE ACROSS ANY BENCH SEAT,RECESS,OR PROJECTION AND DOWN TO LAP -_ -��-- ___ � WARDEN STATION � °� - M m 1275 RU+ 'LANE M.BATH - - _ BATH o CABINET SOUTHC )NY 11971 THE LEAD PAN, r__- i ; - o FIRE ALARM PULL STA ION M ' 6. SHOWER DRAINS ARE TO HAVE A SMALL AMOUNT OF WASHED GRAVEL PACKED AROUND THE DRAIN COLLAR WITH SLOTS IN THE ADJUSTABLE FITTING AS TO PREVENT TRAPPED WATER. ; LAV LAV TL ' LAV TIL ~ DRINKING FOUNTAINS ��tED AR TUB i i WALL MOUNTED (STANDARD&ADA/ANSI) `S� E.1 EANc'S'/T __j__jSHW i SHW FLUSH CONTROL 2ND FLOOR TOILET PAPER AND SEAT d G� COVER DISPENSER OUTLET OUTLET BATH 105 BATH 104 KITCHEN LAUNDR ffl COUNTER COUNTER DESK i WM _ X co - - �'� 04436 '9I' O LAV TL i ; LAV i TL i LAV LAV v. " H;0 � M o o �y-- F OF NE�N�( TUB o �/ M j� M ' SHW ' � ' �-- _ !-_------� 1ST FLOOR TOILET 7 PAPER TOWEL SANITARY NAPKIN OUTLET DRAWN BY: Author DISPENSER&WASTE DISPENSER&WASTE 9/2 +'20231:15:18 PM RECEPTACLE DISPOSAL DATE: SCALE: A ndicated POWDER CLEAR DOORWAY WIDTH AND DEPTH DRAWING Sl ET NAME: DRAINLINE TO SEPTIC TANI TL LAV 2"VENT " GENE SAL NOTES 32 MIN, 32 MIN. 32 MIN. SEWAGE BASEMEN - - - - , ELECTOR ' - - - ° PUMP DRAWING S .=ET NO: 3"WASTE (A) (B) (C) i HINGED DOOR SLIDING DOOR MAXIMUM DOORWAY WIDTH C�o p PROPOSED WATERLINE FOR OUTDOOR SHOWER EXISTING SEPTIC SYSTEM TO BE REMOVED AS PER SCDHS REGULATIONS • Jt'ti;;•',u(7:it.1EC r.'15 ":1Ii F,aFet I;: t s 1271 Ruch f,ime, Pv•:'if:r':7rF,1 Z Southoldt, �Sr ! Mil O PROPOSED 8' O x 6' DEEP DRY WELL cl; :,;,,,-., F �;:<,r;,:> A!> PROPOSED HYDRO ACTION AN600 TREATMENT TANK- iL�::'< Arc"tar31Fn {, _ L rat{ U) DESIGNATED FOR SWIMMING POOL BACKWASH crys :>, SUITABLE FOR 6 BEDROOMS (660 GPD) "E '4::l,+h Dar:t:�d Churr.i L�F m In LOCKING COVERS TO GRADE ." CONTROL PANEL WITH GFI SERVICCE OUTLET, A cn VENT WITH CARBON FILTER AND HYDRO ACTION HP8000MPRESSOR PROPOSED 8' O x 6' DEEP DRY WELL Z TO BE INSTALLED WITHIN VIEW OF TREATMENT TANK Fi FOR OUTDOOR SHOWER & ROOF RUNOFF, <<:Fp,,,„st',•f , w G w/ 2- 8' 0 x 8' DEEP LEACHING POOLSI- +1 EXPANSION POOLors p s gs2 /6�sLu 7 FST O�, _ ` r J ❑ Z sT°Ao ti, SS84o,z/r wROUTOSED 1-STORY DOOR SHOWERARAGE ALL SITE DATA SUPPLIED BY NATHAN TAFT CORWIN II LAND SURVEYO •, w w PROPOSED ROOF RUNOFF DRAINAGE o ,o (� O, tiT JAMESPORT, N.Y. 07.24.23 = w (3)8' O x 6' DEEP DRY WELLS N o\ ;'- ,9.5 /ti &19, s FFE: 21.3/ FIRST FLOOR FOOTPRINT: 532FT2 SCTM#1000-52-03-14.1 /21 681 SF /.498/ ACRES cf) x202 l2�Tc��0 ELEVATIONS NAVD 1988 DATUM C W PROPOSED SITE PLAN SUPPLIED BY C6 N SAMUELS & STEELMAN ARCHITECTURE o ❑ ENGINEErR1S CEFtTIFV=AT1ON F?EOLilRE0. EXISTING 1-STORY 3- BEDROOM RESIDENCE p 206 / urr"ITIP.E_ 0r, I ,A- CC TIMAT"" FFE:23.3 /GARAGE FFE:21 .9 0 .�� / / 205 20 x °y��< Ir""c I N �LLATION Are C014 TRUCT OP4 � o _ .N�l M FIRST FLOOR FOOTPRINT: 2153.9 FT 2 moo`` ��� / 20 x208 207 ����F / c I/A OWTS SUFFOLK COUNTY DEPARTMENT Off" HEALTH SERVICES �^ w/A PROPOSED 2ND STORY ADDITION \ J��� �I / / FvR FmA L Ar�F�p:QvA' L, v J & FIRST FLOOR RENOVATIONS z° E ` ' / 0 �/\ ERMIT OR APPROVAL F ONSTRUCTION FoR A W w/ 2 ADDITIONAL BEDROOMS ADDED SINGLE FAMILY ESIIENCE OY` °G 'NFo\ X 19 5 19.9 / �" p 20 3 a1f ��(,, �.{.Qo p� \ X I / nt Submit u I I ' > �d V / / 2,.4 I pa rt .0.8D DATE 9/20/23 H.S. REF. 1�t0. R-23-1241 ( _ Dw@ /� _ ,00,��0 \ I / 78 A PROVED ��,2z:�,u„- O Y r- I / 11F1R/0 O /214 �,YlO t I / 1E4 - / po��a t"S: MAXIMUM 6 •� Z 7ti'190o° FR J ---�AtiF� GEso O AU O �1=1R13 Cl) �. Z �O 3J^A CIO OFF O V ,95 Lp 0C10,�otio EXPIRES THREE YEARS FROM DATE OF APPROVAL � W o cn <� O x- cu R� _ y / yt f f •.'� 214 178 pgCF 175 / 212 / / � Uj .v : .• f s aM-r--mow / X,7.8 17.9 Q V CL CD \ s o av O C� �qs / i °��P�`' 1a s N 1 / 32 m N 0 \ T c / /T f 9 Ocu �� co m / ENGINEERS CERTIFICATION IS REQUIRED FOR ALL IAOWTS INSTALLATIONS. THE W = / DESIGN ENGINEER MUST BE CONTACTED WHEN THE BOARD OF HEALTH/ WASTE ILL 196 WATER MANAGEMENT INSPECTOR IS CONTACTED FOR INSPECTION. ALL SEPTIC Q AND LEACHING FIELD COMPONENTS MUST BE VISIBLE. 190 19. Sol 21 pq 202 R'b 20.8 t .tY+.�•;, F`�:::�.� '.. `,•�.. x ,'y 0. �•' o�� r @R osr � �h'@cc ..<.•P':�r.,.•��;-• / / 1k NOTE: A MAINTENANCE CONTRACT & CONTINUOUS MAINTENANCE IS REQUIRED FOR THE PROPER FUNCTIONING OF ALL I/A TREATMENT TANKS op Y \� \ TES •• �'';i': A„y :: EXISTING UTILITIES TO REMAIN --- _.. - o� TFR R@� :;'p�6 A :;,:,�.: :: �/ ���P��� °��'J / g ,AR 'y0'(O�FOP APPLICABLE I/A-OWTS SYSTEM GENERAL SPECIFICATIONS: S, << F 2 S'� ray 1 Z �•,``,;�`:��;. .�.•, ::�•• -'� �Ov �4 ��O GPI��'� � � ih• .* r� l.'_ ', to � ' ''t°• = 09 ,p0 Q�F / �P �� 1. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 ARTICLE VII SEPTIC zz "`rrFR 1< 70 ,�°'� �� / JPy��JP� INDUSTRY BUSINESSES) AND ENDORSEMENT J (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER) THROUGH r°y,°�� S 75�, SlrO Q� THE SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, PURSUANT TO SUFFOLK COUNTY CODE fir, sir , - I. , l 4 �7 / ¶ 563-79(II)(J). THE DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS MAINTAINS A LIST OF LICENSED I/A OWTS 2 1d 5�4 G o��c / MAINTENANCE PROVIDERS. SAD PROS / �� ems` �pNIN SANITARY SITE PLAN 2. ALL I/A OWTS MUST BE REGISTERED WITH THE DEPARTMENT IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY " /'' / �\GPP SCALE - 1:20 CODE PRIOR TO THE DEPARTMENT GRANTING CERTIFICATION OF COMPLETED CONSTRUCTION ON "AS BUILT" PLANS. EXISTING WELL TO BE RE-USED % i ��o_�P _ 3. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND PROPERTY OWNER FOR IRRIGATION / \O 20' 0' 20' MUST BE SUBMITTED TO THE DEPARTMENT PRIOR TO THE APPROVAL OF THE I/A OWTS REGISTRATION BY THE DEPARTMENT 40 IN ACCORDANCE WITH ARTICLE 19 OF THE SUFFOLK COUNTY SANITARY CODE. 1 4. ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY AND OPERATION/MAINTENANCE SERVICE W CONTRACT. 0 V 5. INSTALLATION AND USE OF THE I/A OWTS MUST CONFORM TO THE DEPARTMENT'S APPROVED I/A OWTS GUIDANCE Z DOCUMENT PREPARED IN ACCORDANCE WITH THE STANDARDS FOR "APPROVAL AND MANAGEMENT OF INNOVATIVE AND w U) ALTERNATIVE ONSITE WASTEWATER TREATMENT SYSTEMS." THESE STANDARDS COVER VENTING AS FOLLOWS: Q W WHEN AN I/A OWTS REQUIRES A VENT, THE UNIT SHALL BE VENTED TO THE ROOF OF THE RESIDENCE BEING SERVED. VENT Z >' uJ PIPES SHALL EXTEND A MINIMUM OF 6" ABOVE THE ROOF LINE AND THE TOP OF THE VENT SHALL HAVE A MINIMUM Ur/)� Q Z Q HORIZONTAL SEPARATION OF 12" TO THE SLOPED PORTION OF THE ROOF. IN CASES WHERE IT IS NOT PRACTICAL TO VENT v, THE SYSTEM TO THE RESIDENCE ROOF, A VENT PIPE MAY BE PIPED TO THE EXTERIOR SIDE OF THE RESIDENCE AND W U JO TERMINATES A MINIMUM OF 18" ABOVE GRADE. THESE VENT PIPES SHALL BE LOCATED A MINIMUM OF 3' FROM ANY WINDOW OR DOORWAY AND MUST TERMINATE WITH A CARBON FILTER DEVICE. ALL VENT PIPES MUST HAVE MIINIMUM DIAMETER OF 2". In ❑ w N O EL,ss BROWN SILTY 0.0 6. GARBAGE GRINDERS SHALL NOT BE PERMITTED WHEN AN I/A OWTS IS UTILIZED AS A MEANS OF SEWAGE DISPOSAL. IN � SAND sM ADDITION, WATER SOFTENERS SHALL NOT DISCHARGE INTO AN I/A OWTS. BROWN SILT 7. A CONTROL PANEL BOX MUST BE PLACED OUTSIDE NEAR AND WITHIN VIEW OF EACH STRUCTURE THAT IT SERVES. THIS > 0 ML 20, BROWN CLAYEY MUST PROVIDE A WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISIBLE ALARMS THAT CAN BE READILY SEEN AND N_ RAVEL S H HEARD BY THE OCCUPANTS OF THE BUILDING SERVED. THE DEPARTMENT RECOMMENDS A TELEMETRY DEVICE BE INSTALLED G L.L TO TRANSMIT IMMEDIATE REMOTE ALARM NOTIFICATION TO THE O&M PROVIDER NAMED IN THE IO&M AGREEMENT. A GFI GRAVEL _- OUTLET MUST ALSO BE PROVIDED NEAR THE CONTROL PANEL TO PROVIDE POWER FOR MAINTENANCE AND TESTING Sc 50, EQUIPMENT. USE A DEDICATED 120 VOLT AC, 20 AMP, SINGLE-PHASE CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FOR BROWN FIND TO SERVICE TO THE HYDRO ACTION CONTROL CENTER. HIGHEST EXPECTED COARSE SAND G.W. 8. THE PLC CONTROL PANEL WITH COMPRESSOR PUMP REQUIRED FOR THIS INSTALLATION SHALL BE INSTALLED ON A G.W.EL 3.6 SW 16.0' CONCRETE BASE WITHIN VIEW OF THE PRETREATMENT TANK. ENSURE ADEQUATE VENTILATION, AND PROTECT AGAINST SUNLIGHT. UNIT MUST BE HARD-WIRED TO A DEDICATED 20 AMP BREAKER IN THE CONTROL PANEL ALL UNDERGROUND WATER IN BROWN FIND TO COARSE WIRING TO BE INSIDE CONDUIT. SAND DRAWN BY: KM s`" 17.0' 9. INSTALL I/A OWTS TANKS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. ALL APPLICABLE RECOMMENDATIONS TEST HOLE PROVIDED BY THE MANUFACTURER SHALL BE IMPLEMENTED. THERMOPLASTIC RISER COVERS WEIGHING LESS THAN 60 LBS. DATE: 08.07.23 NO SCALE SHALL HAVE A SECONDARY COVER OR SUPPORT DEVICE INSTALLED BENEATH THEM TEST HOLE PERFORMED SCALE: AS NOTED Bl'McDONALDGEOSCIENCE06.01.23 10. THIS I/A OWTS, HAVING BEEN APPROVED BY SUFFOLK COUNTY FOR PROVISIONAL USE, IS REQUIRED TO BE SAMPLED WITH THE FREQUENCY REQUIRED BY ARTICLE 19 FOR PROVISIONAL 1 OR 2 USE. DURING THIS PERIOD THE MEAN ROLLING SHEET AVERAGE OF TOTAL NITROGEN IN THE EFFLUENT MUST BE =OR< 19 MG/L. 11. DETAILED INSTALLATION, OPERATION, AND MAINTENANCE REQUIREMENTS ARE TO BE FOUND IN ARTICLE 19 STANDARDS FOR I/A OWTS SYSTEMS (12.29.17) SECTION 19-107. DETAILED REGISTRATION REQUIREMENTS MAY BE FOUND IN THE SAME DOCUMENT, SECTION 19-106. OF 2 SHEETS _ SF x O CONTROL PANEL WITH GFI SERVICE OUTLET - 18.8 s� AND HYDRO ACTION HP8000MPRESSOR _ 5' ��� OST ' TO BE INSTALLED WITHIN VIEW OF I TREATMENT TANK i fl:;; Il r ;• � W , `/ 4o11t?3ni1�1 11(.tli i., n7' �`�.,•, I�a1�}:i*1 ail.Oy Z {V i 16 / 8 O FROM TREATMENT JN,T ° � Ares•. � Y,t�,�;1 " (/) I 2 J.2 /' X •.'�:•�• ENDCAP TYPE °t� co p x 20.3 \ LEVELING DEVICES cy ACE OF BUILDING r L / 8' • '•'.•, X PLAN VIEW F0 VENT STACK ••• COMPACTED EMBEDMENT y j / 2 TOPPER OR END PLUG .. ` / FLOOR SLAB OR STRUCTURE ,� lP.7E OR OTHER �, p;x S�4%�.,�, ;a,,'r o" ` v Cw `•e• SUITABLE COVER v<g t.tina j•.l<'rf'; G GRADE 20. / 20•6 \� \ INTERIOR •• 'EXTERIOR �'��� \/\\� t +t'�r (, J 7 —J `/ O / 20.1 x .r�♦ FROM TREATMENT JN (4'MAX.) \\\;•\\.\ ''�/ \\`�\••:.\ .\��:,!� ,�t':.�" a W O` / I' / x TO LEACHFIELD '. WELBO " x ° O x— T !/ n WASTE LINE '.. T Ov i x 20.5 INLET I.E.17.\/''� _ / -�L U) ! _\ -;;:w.; -- NLET I'E.17 4 J4 SEPTIC TANK- W p ALL SITE DATA SUPPLIED BY NATHAN TAFT CORWIN II LAND SURVEYO O� i 20 20.8 ,/aSECTION SET ON A 12"BED "',t FOUNDATION BEFORE TRANSITION TOO 4"0 M + / 51 /� X OF SAND OR PEA GRAVEL ASTMD-3034 COMPLIANT SDR35 SEWER PIPE JAMESPORT, N.Y. 07.24.23 = CLEANOUT AT FACE OF BUILDING SCTM#1000-52-03-14.1 / 21,681 SF /.498 ACRES co OJ _ j PLASTIC DISTRIBUTION BOX (N, w \ SCHEMATIC ELEVATIONS NAVD 1988 DATUM 06 f- O PROPOSED SITE PLAN SUPPLIED BY Q POLYLOK 3017-206-6 OR EQUAL � 0 O w/HEAVY DUTY LOCKING COVER TO GRADE SAMUELS & STEELMAN ARCHITECTURE o �O NI : 21. 20' S� ��A o'`L ' - 21.3 x �o ��A o U) x 19.5 \ 19.9 o �' O �-� �O 20.3 W CID Xo x > 7' 21.3 / >� Co \ ; � x21.4 O O �' d. OW _ 0 � F� ? O 1.4 >-- I 21.4 -r� � cc z % �4s C� W o cn �O0 �� �V �0NFSO �V 19.0 FS .0 21.4 O x 0 U U) �- / cu 18.9 / 20'6 0 x x ' 21.2 x Q A2-_00- 2 -)SANITARY SITE PLAN ENLARGEMENT SCALE = 1 .10 N YO��,. 10, 01 10, 20' U) z Ljj PR 24"LOCKING POLYETHYLENE 1V-11114" COVER TO GRADE es• _ �._- �� 24"LOCKING POLYETHYLENE �S3^ �i s����;• �COVER TOGRADECD ' ' I D CONTROL PANEL AIND AIR PUMP W IN POLYETHYLENE IENCLOSURE \ 66�z __yy.. - �� ON PRECAST CONCRETE PAD ' v ♦ ^ 5'2 ^ z V RECIRCULATION ASSEMBLY mry �;� min RECIRCULATION ASSEMBLY 245 COMPLETE AN600 ���r==tS� a 245 COMPLETE AN600 ECO50-30-L-100-PLC PLC CONTROL W ^ HP80 COMPRESSOR Q v, ��1 POLYETHYLENE OWTS W } Q Z HYDROACTION TREATMENT TANK AN600- PLAN VIEW_ W = o fn J NTS EXISTING 2 � Q O GROUND AIR HOSE AND DWELLING ELECTRICAL PANEL 20 AMP HYDROACTION TREATMENT UNIT ELECTRICAL SERVICE FASTENER 3/8-16 x 3 J"AT HHCS ELECTRICAL SUPPLY LINE FROM STREET /� W/SS NUT&WASHER JUNCTION BOX FOCUSDBS-97-JB TO TREATMENT UNIT Lo "`HYDRO ACTION CCNTROL PANEL II�1I 20 AMP RP1 - --{ ,RECIRCULATION PUMP OR APPROVED EQUAL W � O VENT W/CARBON FILTER& ; 04 ---AN rJO SERI:=S HYRDO ACTION TREATMENT TANK _E —E —E —E —E —E —1 I v 1 PLC CONTROL HP80 COMPRESSOR / 2 -f'F.'NFOR,,,ED THERMOPLASTIC ACCESS COVERS TO GRADE, u 20AMP M ---- - MIXER PUMP PLC CONTROL PANEL WITH AIR r LOCATED W/IN VIEW OF SEPTIC TANK BOI.1 ED TO I'RE"VENT UNAUTHORIZED ACCESS. QUICK DISCONNECT - -0 PUMP MAY BE MOUNTED ON SWITCH PROVIDE POLYLOK 3008- UNIT OR REMOTELY, / IF C<ivER it i_IGI1;� LESS THAN 60 LBS.A SECONDARY SAFETY LID OR 10AMP 1 AIR - --_ AIR HOSE WEST 24"FLAT COVERS&SAFETY GRATING • Q DEVICE SI I ALL BE INSTALLED PUM TODIFUSSER PROVIDE POLYLOK 3008- WEST 24"FLAT COVERS&SAFETY GRATING % 10 AMP 2'0 X 4' POLYLOK CORE DRILL TANK AND INSTALL FFE 23.3 CLEAN OUT TO GRADE - 2-8'0 X 8'DEEP LEACHING POOL I I TO WATERTIGHT SEALED FLEXIBLE JOINT AT FACE OF BUILDING DISTRIBUTION BOX 20AMP - ---J L_---- -- L1 CONTROb AP PROVED BY THE MANUFACTURERTYP. n W/1 EXPANSION POOL PANEL 5 ——— ——— L.L / HIGH WATER FLOAT GRADE±20 0 / INLE OUTLE �I(V ±10' 17 g IF 17 21- � I TOP OF POOL 4"PVC PIPE(SDR35 4' PVC SDR35 TEE W/SOLIDS DEFLECTOR EL. 18.2 TEMPERATURE RATING OF FIELD IN a � MIN � E ' `.LOPE 1 MIN ."FJf l APE I LE. 18 3 HYDRO ACTION — LE 1T E 17 �-1 E 1` 1 LEACHING i INSTALLED CONDUCTORS MUST GROUND v AN600 BE AT LEAST 140 DEG F(60 DEG C) POOL ( 600 ATU W/PLATFORM COMPLETE DASHED LINES REPRESENT FIELD WIRING PRETREATMENT TANK TERMINAL STRIPS AND GROUND LUG 3 3 USE COPPER CONDUCTORS ONLY. ALL PIPE TO BE MINIMUM 4"O I BOTT.OF POOL DRAWN BY: KM EL.9.7 CONNECT GROUND LUG IN PANEL TO A SCHEDULE 40/SDR 35 SEWER PIPE j SIN j SECURE EARTH GROUND +'•"• > t 3"THICK BED OF COMPACTED I Z I EXTERNAL COMPONENTS COUPLING-4"SCH 35 PVC SX DATE: 08.07.23 I I SAND.MAXIMUM TOLERANCE I I HIGHEST EXPECTED GROUNDWATER (COMPRESSOR AND/OR PUMPS) OF ±�" IN ANY DIRECTION j ELEV. 5.5 PROVIDED BY OTHERS AND MUST BE SCALE: AS NOTED U.L. APPROVED THERMALLY ADHESIVE ZINC) GROUNDWATER ELEV. 3.6 1"#10SELFTAPPINGSCREW(PPHZINC) {A PROFILE PROTECTED PUMPS HYDROACTION TREATMENT TANK AN600- SECTION SHEET BRANCH CIRCUIT PROTECTION AND WIRING DIAGRAM VERTICAL SCALE. i'-0" ACKFILL WITH CLEAN SAND MAIN DISCONECT PROVIDED BY NTS NTS STANDARD HYDRAULIC LOAD 660 GPD INTO VIRGIN SAND &GRAVEL OTHERS AND MUST BE SIZED WEIGHT OF EMPTY TANK 1100 LB: ACCORDING TO PUMP/MOTOR ° ° e AN600 245 NITROGEN REDUCTION SYSTEM DRAWN BY'ADAVIS 0 MANUFACTURING SPECIFICATIONS • e° e e DATE REV PART# hyd> �FsF�cd.p 08/02/17 0 HA-AN600 OF 2 SHEETS ARCH17 ITS: SAMUELS+ 11N� S EEL MAN ADDRES // RF \ems Q) -0 , 6 l ,,S, �� 25235 M, V ROAD �F�isT \� ,cam ° CUTCHC :UE NY 11935��, 631-734- •05 / sF'°TT%A Ms � 0/` CONSUL ANTS: J \\ �o �(/,c`�, SEPTIC, ID STRUCTURAL ENGINEER: MARES( &ASSOCIATES IN, �, 188-04 V ST MONTAUK HIGHWAY F �s c / _ \ \ �� BAYS, NY 11946 PTC\ - OWNER. �A� / �sF co oe , DAVID F FFMAN ;', � �sF,oT fq�JF \ \\ 225 5 Th VE- 11 E NEW YC K NY 10010 2f�.3 \ \\ PH. 917 �5 9099 / IN, 21.0 OA "IN cy REVISIO 3: 20,7 INN 20.9 20.6 \ \ . o of qy PROJE( NAME. \\\ \'\ n [D' 19.2 \ \ , -� \ / iO6ti°o �'F\o or��'yq \IN, \ 20.3 \ "�� R \ o �L R f OSF'4 c, 160 tiotiF��F 'W ° \ \ sy, o \ �\ �q'� cc�;s '9C'f f \OL F F \ o y R F1,o NNI o TRyCC' \ / LIi /i2, ti� 21. . qi� 9; 21.a1 A �'L \ Q \\ ��il c 'S'p Top 8-I' ,B \\ 'Q , cc q 6 0 / \ O ,os of �F R \ � To qo s�tia �� o�F \ R otic,1p - I , /� 19 6 \ OHO \ D+ .f" \u'j, NEW WATERLINE ; `J/ /// wy_ ATWSHQWE�2 O/�'1'cA > O/ ` - ,� E 'E--?--E•---E E E_�E 'E-E-E-E-E \.`.1�t, < Iq 1 ' ✓' •/C� /O "�.._ri ;� W ELEC LINEFQ (i,Q Fp /- , \\ F �, ee: A- ,00 O 0 C' �' n _ 1.2 s LL a ,<4 cp cp 000 OSGq� S /\cc,Q� tick` 9 ' a/ ^� t C9 . ��� , ,�s,y�o\ ❑ ...\C / \� ,off • O .03 , 2f \ !2i \ ° PROJEC 4DDRESS: b�!a �_.° _., \ � FAA -r Sf/ FS \�j' \. �O �''�, l /•. �\ �/ C •tip Oda ..� / ti. ��� �� � �� o� 1275 JCH LANE 19.0 SOU -OLD NY, 11971 qT ?a FT : P. P'C i' ems\ l s=' f s Q G \ i 40. 0 ��FtED ARcy 2000 IL 0443ra o �rFOF NEW�O 187 �. a ° �F�C DRAWN ', Author ° a �, op DATE: ;0/30/2023 4:37.45 PM T d� o� SCALE: 1"= V-0" DRAWIN SHEET NAME: ° a of SITE PLAN SITE PLAN SCALE: 3/32 = 1'-0" DRA WIN SHEET NO: NOTE: SEE APPROVED SPEC PLAN FOR EXACT A F=003 I i ARCH/TEC SA ,'VIUELS+ STI -' ELMAN 6� °91� 6 c� DRAINAGE CALCULATIONS ADDRESS:o <�® AREA OF RESIDENCE (DW-A) 25235MAIN SAD DRY WELL AREA x RAINFALL x RUNOFF FACTOR O/\ (DW-A) 2,501 SF x (2112 FT.) x 1.0 =416.8 CU. FT. CUTCHOG� VY 11935 TIC' /�/ TO /�\ `' �� �' F USE: (3) 8' DIAMETER x 6' HIGH POOL 631-734-640 ° 1-0 (3) 8'X 6' STORM DRAIN RING =760 CU. FT. �S�` U PROVIDED REQUIRED CONSULTAI S: �, 760 CU. FT. > 416 CU. FT. SEPTIC ANC TRUCTURAL ENGINEER: MARESCA 6 SSOCIATES / AREA OF GARAGE (DW-B) 188-04 WES 10NTAUKHIGHWAY DRY WELL AREA x RAINFALL x RUNOFF FACTOR HAMPTON E YS, NY 11946 (DW-B) 531 SF x (2/12 FT.) x 1.0 = 89 CU. FT. - USE: (1) 8' DIAMETER x 4' HIGH POOL OWNER: T/c-A (1) 8'X 4' STORM DRAIN RING = 168.9 CU. FT. DAVID HOF 1AN _a, \\ PROVIDED REQUIRED ,, 168.9 CU. FT. > 89 CU. FT. 2255THAV - 11E 1= NEW YORK 'Y 10010 PH. 917 851r, )99 �L \ AREA OF DRIVEWAY DW-C 20,6 DRY WELL AREA x RAINFALL x RUNOFF FACTOR / I // \ ^� \` \ (DW-C 1,591 SF x 2/12 FT. x 0.7 = 185.6 CU. FT. REVISIONS: USE: (1) 8' DIAMETER x 6' HIGH POOL I (1) 8'X 6' STORM DRAIN RING = 253.3 CU. FT. 20.90.0 `\\ i .1 REQUIRED PROVIDED 10 253.3 CU. FT. > 185.6 CU. FT. PROJECT t VE: o 21.3 \ 21.E \\` p rn �7 - IN, \ / / \ , 1. \ czD ` 6 �\ 18.4 7 21,4 S�F�, °�F�c '\ o0 0' O 1 W 'A F ° 21. ` ...... ..`\ �' 7.5 \ 0A \ I,> < 17.8 �C1 (D 0+0 BB o 1,2 \�\ �O C tic 0 ,,/ ' �— r .0, r! p 3 \\ 10.0 2- /. 'v�N'o ? m' TOP OF EXISTING GRADEC) REE Q �O J O �4Qc RE SUIR ON FRAME AND COVER TO GRADE (AS (1111 �pTRAFFIC SLAB (SEE PLANS F :/' 1$ 1 FOR LOCATIONS) F01 06, 00 �.: r 4 � '%, N PROJECT A, RESS: DRAINAGE BASIN FOR SIZES SEE N ® ® ® ® ® ® ® ® ® sn SITE PLANS a 3' min ® ® S S S S E E E o 1275 RU .�LANE ep s0� , Z a > ® ® ® ® ® ® ® ® ® BACKFILL MATERIAL TO BE SOUTHC )NY, 11971 tiT "� MF TF �L� -1'6,-9 \\ P5 -\G i N 0 w ® ® ® ® ® ® ® ® ® a CLEAN SAND AND GRAVEL T� < 0. ® SSSSSE ® E ED ARC HOLE �c sT �� GROUND WATER Y Q 0 PERMANENT STORM WATER RUNOFF CONTROL MEASURE STORM DRAINAGE RING TYPICAL 04436 FNE��C�� NO SCALE , 0V DRAWN BY.' Author DATE: 0, ;1 12023 4:29:45 PM / 2 /WIRE FENCE W/ 0� FILTER CLOTH SCALE: = 1'-0" i 0 //VA /'V SITE/DRAINAGE PLAN DRAWINGS, .--ET NAME: FILTER CLOTH MIN. 6" SURFACE DRAINAGE SCALE: 3/32 = 1'-0" BELOW GRADE , FLOW DRAT AGE PLAN TEMPORARY STORM WATER RUNOFF CONTROL MEASURE DRAWINGS :ET NO: EROSION & SEDIMENT CONTROL DETAIL - � 2 - NO SCALE T ,1004 , 01 ARCH/TEC ., -SC­HEDUL-€� WINDOW SCHEDULE V/ DUEL 5+ i Mark Count Family and Type - Rough Height - Rough Width Level Manufacturer Type Comments E L --� MA r �A 2 Instance-Window-Fixed:24"x 48" FOUNDATION EXISTING TO REMAIN --- 2 Shutter_45" Timberlane Generated by REScheck-Web Software - B �Shu'.ter_3342; �. 1, C 4 !Shuler_3342: Shutter 52" _' ONE CONSTRUCTION PLAN Timberlane ADDRESS: Compliance Certificate tS 6 !Shutter_3342:Shutter_56" <VarleS> TimberlaneCompliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other 5 MAIN D < > calculations submitted with the pp proposed g g q CUTCHOGU VY 11935 D 6 Shuiter_3342:Shutter_64 VarleS Timberlane permit application.The ro osed building has been desi ned to meet the 2018 IECC re uirements In REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist, 631-734-640 E 1 Window-Casement-Double: 57"x 41" 3'-51/2" 4'-91/2" ONE CONSTRUCTION PLAN Andersen 17.15 SF jCorporation Project 1275 Ruch Lane Name-Title Signature Date CONSULTAI S: F 2 Window-Casement-Single-Left:24 x 36 3 01.2 2'-01/2 ONE CONSTRUCTION PLAN Andersen 12 SF Energy Code: 2018 IECC ( - - Corporation Location: Southold New York SEPTIC ANC TRUCTURAL ENGINEER: Z 2 Window-Casement-Single-Left'.29"x 41" 3'-51i2" 2'-5112" FOUNDATION Andersen 17.5 SF Construction Type: Single-family MARESCA SSOCIA TES Corporation Project Type: Addition 188-04 WES 'v ONTAUK HIGHWAY Climate Zone: 4 (5572 HDD) HAMPTON E YS NY 11946 ri - ----- - - f- ----- - - K 1 Window-Double-Hung-Double:60"x 52" 4'-412" 5 -0112 ONE CONSTRUCTION PLAN Andersen 17.5 SF Permit Date: Corporation OWNER: -a__ Permit Number: i' J 3 Window-Double-Hung-Double:68"x 56" 4'-812' 5-8112" TWO CONSTRUCTION PLAN Andersen 83.52 SF �' ! Construction Site: Owner/Agent: Designer/Contractor: DA VID HOF 1AN Corporation 225 5TH AV 11 E i L 2 j Window-Double-Hung-Double:76"x 62" 5-21,2" 6'-41/2" ONE CONSTRUCTION PLAN Andersen 66.56 SF NEW PORK Y 10010 I i .. z..... ... .. �. q y PH, 917 85 r I .. Corp � ,:._ � �� � 9 is z B w@q see, Window-Single-Hung: 1 1 30 x 4 1 / 1 06 3 0 2 2 / •�;6 2 ONE CONSTR RUCTION PLAN Andersen de sen F :.806S Corporation Compliance: 36.7%Better Than Code Maximum UA: 441 Your UA: 279 Maximum SHGC: 0.40 Your SHGC: 0.17 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. REVISIONS: �> Q 2 Window-Single-Hung,36'x 52' 4'-412' 3'-0112" ONE CONSTRUCTION PLAN Andersen 26.4 SF It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. -- Corporation Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-an-grade ----- --- - ----- 1 - ---- -- -- -- assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. R 3 Window-Single-Hung: 38"x 46" 3'- 10112" 3'-2112" TWO CONSTRUCTION PLAN Andersen 29.76 SF Corporation - - - - _ -- - Envelo e Assemblies P 2 !Window-Single-Hung:38"x 52" 4' 41/2" 3'-21/2" ONE CONSTRUCTION PLAN Andersen 41.16 SF - j / Corporation �I 11 I 11 1 11 1, S 3 Window Sin le Hun :38 x 52 4 41 i2 3 -21/2 ONE CONSTRUCTION PLAN Andersen g g 41.16 SF = Corporation Ceiling 1: Flat Ceiling or Scissor Truss 1,000 30.0 32.0 0.017 0.026 17 26 T 1 Wind = g = g ow Sin Ie Hun 5'38'x 62" -2112" 3'-2112" ONE CONSTRUCTION PLAN Andersen Coporation 16.64 SF Ceiling: Cathedral Ceiling 200 30.0 ' 32.0 0.016 0.026 3 5 PROJECT P 'WE: - - -- L - -- - - -- - - - -- --- -�- - Wall: Wood Frame, 16"o.c. 3,277 19.0 20.0 0.026 0.060 72 167 Door: Solid Door(under 50%glazing) 42 0.350 0.320 15 13 Door 1:Glass Door(over 50%glazing) 70 0.300 0.320 21 22 SHGC:0.17 Window:Vinyl Frame 377 0.300 0.320 113 121 SHGC: 0.17 • DOOR SCHEDULE Floor. Slab-On-Grade(Heated) --- ----- - - - - - -- -- -- - Insulation depth: 4.0' 167 19.0 0.564 0.645 0 0 Insulation position: Full Insulated (users specified Level NAME I SIZE M_FR FINISH HARDWARE NOTES p y p ID310 FOUNDATION Single r- P - perimeter R-value + R-5 under slab) F� OU -O -_ S ng e D00 Metal Rated 32 x 80 x 13/4" TBD Passage 1-HR RATED Basement Wall: Masonry Block w/Integral Insulation Wall height: 7.0' ID32 FOUNDATION Single Door-Two Panel 30"x 80"x 1314" Trimline Painted Lock 1,473 19.0 20.3 0.026 0.059 38 87 g Depth below grade: 6.5' --- - - I ID33 f SITE PLAIN 3)"x 80"x 1318" NOT USED Insulation depth: 6.5' ID34- I SITE PLAN !192"x 84"x 1 112" NOT USED D1ONE CONSTRUCTION PLAN 3)"x 80"x 1314" Trimline Painted NOT USED ID2 ONE CONSTRUCTION PLAN j 30"x 80"x 1314" Trimline Painted NOT USED ,; II - - ID3 ONE CONSTRUCTION-PLAN- _-_ Single Door-Two Panel ,I) x 8011 x 1314II Trimline Painted Passage Special trim see detail at A403. j ID4 I ONE CONSTRUCTION PLAN Single Door-Two Panel 3)"x 80"x 13,4" Trimline Painted Passage Special trim see detail at A-403. rID5 ONE CONSTRUCTION PLAN Sinale Door-Two Panel 30"x 80"x 13/4" Trimline Painted Lock Special trim see detail at A-403. Project Title: 1275 Ruch Lane Report date: 10/30/23 -- - l - - -- - --- - - ID6 ONE CONSTRUCTION PLAN _'Single Door-Two Panel 30"x 80"x 13/4'' Trimline Painted Lock Special trim see detail at A-403. Data filename: Pagel of 2 - 9-- ---- Project Title: 1275 Ruch Lane Report date: 10/30/23 IDr 7- ONE CONSTRUCTION PLAN Single Door-Two Panel 30"x 80"x 1314" Trimline Painted Lock 0 Special trim see detail at A-403. ID8 `------ - -- ---- --------- --- Data filename: Page 2 of 2 - - - - - ONE CONSTRUCTION PLAN _ Single Door-Two Panel 24"x 80"x 1314" _ Trimline Painted Special trim see detail at A-403 ID9 j ONE CONSTRUCTION PLAN 32"x 80"x 13/4" -1 TBD NOT USED ID10 ONE CONSTRUCTION PLAN Double Door-Two Panel !,30"x 80"x 1" Trimline Painted ID11 i ONE CONSTRUCTION - ---�- -- - ---- - --- ---- - -------- - - 6811 x 80"x 2" - � NOT USED PLAN - -I--- ID12 ONE CONSTRUCTION PLAN Double Door-Two Panel 30"x 80"x 1" Trimline Painted Passage Special trim see detail at A-403 I ID13 ONE CONSTRUCTION PLAN !Double Door-Two Panel 30"x 80"x 1" Trimline Painted Passage Special trim see detail at A-403 ID14 ONE CONSTRUCTION PLAN Double Door-Two Panel 30"x 80"x 1" Trimline Painted Passage Special trim see detail at A-403 ---- - ---------- --- - - - -- -1 _ . ----- - 5ID1 ONE CONSTRUCTION PLAN Pocket Door-Two Panel 36"x 84"x 13/8" Trimline Painted Pocket Special trim see detail at A403. ID16 ONE CONSTRUCTION PLAN Pocket Door-Two Panel 33"x 84"x 13/8" Trimline Painted Pocket Special trim see detail at A-403. ID17 ONE CONSTRUCTION PLAN Pocket Door-Two Panel_ 36"x 84"x 13/8" Trimline Painted Pocket Special trim see detail at A-403, ED2 ONE CONSTRUCTION PLAN Glass Ent Door-Two Panel � Entry i13G"x 80"x 13/8" Anderson Painted Deadbolt&KeySee project manual p roj PROJECT A, )RESS: Lock >' ED3 ONE CONSTRUCTION PLAN Double Sliding Door-Glass 68"x 84"x 2" Anderson White Clad Sliding See project manual 1275 RUi I LANE j rID20 ONE CONSTRUCTION PLAN Single Door-Two Panel 24" 11 11 x 80 x 1314 !Trimline Painted Passage Special trim see detail at A-403 SOUTHC NY, 11911 ONE CONSTRUCTION PLAN Wood Entry Door-Two Panel :3'3 5/16"x 80"x 1314" TBD Painted Deadbolt&Key See project manual,Special trim see detail Lock at A-403. / I D22 ONE CONSTRUCTION PLAN Double Door Two Panel j 30"x 80"x 1" Trimline Painted Passage Special trim see detail at A-403 RED AR II 11 11 -- , �ID23 ONE CONSTRUCTION PLAN Single Door-Two Panel 128 x 80 x 13/4 Trimline Painted Lock Special trim see detail at A-403 NE JEANSyiT�` ID24 TWO CONSTRUCTION PLAN 'Single Door-Two Panel 13011 x 80"x 13/8" Painted Lock Special trim see detail at A-403. ID25 TWO CONSTRUCTION PLAN - Single Door Two Panel 10"x 80"x 13/4" Trimline Painted Lock Special trim see detail at A-403, ID26 TWO CONSTRUCTION PLAN Single Door Two Panel 30"x 80"x 1314" Trimline Painted Passage Special trim see detail at A-403. ID27 TWO CONSTRUCTION PLAN Single Door-Two Panel !30"x 80"x 13/4" Trimline Painted Lock Special trim see detail at A-403. ��� ID28 TWO CONSTRUCTION PLAN Single Door-Two Panel 3J"x 80"x 1314" o � _I _ g_ _ _ _ _ _ _- Tnmhne Painted Lock Speaal tnm see detail at A-403• TgTFo�4N��oe- ID29 TWO CONSTRUCTION PLAN Double Door-Two Panel 36"x 80"x 2" - Trimline Painted Passage Special trim see detail at A-403 ID30 1TWO CONSTRUCTION PLAN Double Door-Two Panel '24"x 80"x I" �-Trimline Painted Passage Special trim see detail at A-403 Grand total:34 DRAWN By., Author DATE: 10, ���/2023 4:29:29 PM SCALE: = V-0" I DRAWING S -ET NAME: SCHE MULES DRAWINGS .:ETNO: j -- i I i - -.. - - ----. ARCHITEC i - DEMOLITION NOTES 1. ALL EXISTING SHEATHING ON GROUND FLOOR TO REMAIN PATCH ONLY.ALL EXISTING INSULATION SAMUELS+ AND GYPBOARD TO REMAIN,PATCH AND REPAIR AS NEEDED ONLY. PATCH, SKIM COAT AND PAINT WITH LOW VOC PAINT ALL HOLES RELATING TO DEMOLITION SCOPE. STI -' ELMAN 2. ALL EXPOSED WIRES TO BE REMOVED BY THE CONTRACTOR. 3. ALL ITEMS TO BE REMOVED IN ORDER TO,ACCOMODATE NEW INSTALLATION. 14. ANY UNDETERMINED PORTIONS OF THE DEMOLITION TO BE SUBMITTED TO THE CLIENT AND ARCHITECT VIA RFI PRIOR TO INITIAL FEE PROPOSAL. THE CONTRACTOR ACCEPTS THAT THERE WILL ADDRESS: L BE NO SUPPLEMENTAL DEMOLTION FEES AFTER THE INITIAL CONTRACT IS SIGNED UNLESS THE SCOPE a - HAS BEEN MODIFIED BY THE CLIENT. b C 25235 MAIN DAD CUTCHOG✓J VY 11935 631-734-640 / --- -------------------------------� I f CONSULTAI S: --- -------------- , �I DEMOLITION LEGEND , SEPTICANC STRUCTURAL ENGINEER: I I I I MARESCA 6 SSOCIATES 188-04 WES VIONTAUKHIGHWAY 1 I I I I I: HAMPTON E YS, NY 11946 \ I I I I NOT IN SCOPE — — �� OWNER: j DAVID HOF IAN w � EXISTING WALL OR REMOVE OUTDOOR DECK 225 5TH AV - 11 E I AND TRELLIS STRUCTURE NEW PORK Y10010 PARTITION WALL TO REMAIN I PH, 917 851, :)99 I I I I DEMOLITION REVISIONS: I I I I II I I I I I I \\ I I I I i i I I I I --- - REMOVE WOOD TILE FLOOR EXISTING INSULATION TO BE i i i i � — EXISTING CONDITIONS REPAIRED AS NEEDED THROUGHOUT I I I I I I ( INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS I I REGARDING EXISTING FACILITIES AND CONDITIONS IS TAKEN I I I I I PROJECT P •ME: FROM DRAWINGS, OTHER FORMS OF DOCUMENTATION , _ — — REMOVE CABINETRY REMOVE SI ING VERBAL AND WRITTEN REPRESENTATIONS FURNISHED BY THE \� _ _ _ _ \ \ \ \\, _ _ AND PLUMBING FIXTURES AND WIND WS THROUGHOUT OWNER AND OBSERVATIONS IN THE FIELD WITHOUT — — — — — — —EXTENSIVE EXPLORATION OR DIMENSIONAL VERIFICATION, EXISTING EXTERIOR �. ' I � LI CONTRACTOR IS REQUIRED TO CHECK AND VERIFY ALL — — — T _ — — SHEATHING TO REMAIN � i INFORMATION IN THE FIELD PRIOR TO ORDERING MATERIALS - — �:. \— — ._ _..... � — . \ _ _._ - - .... ... - `, AND PRIOR TO PROCEEDING WITH CONSTRUCTION, i LCONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF I I ;DIFFERENCES BETWEEN WHAT IS INDICATED IN THE X BEDROOM I ` BEDROOM � CONTRACT DOCUMENTS AND THE ACTUAL CONDITIONS THAT — — I I \ .� - - - 7 - - - �. 107 \ 108 DINING KITCHEN HI •, WILL MATERIALLY AFFECT THE PROJECT. \ 103 102 - %� I REMOVE ALL I. . I :.I . I i r, I I BRACE INTERIOR WALLS : ' ' ' ' ' ' I REMOVE GARAGE DOOR INTERIOR DOORS AS NEEDED THROUGHOUT I I AND TRACK DEMOLITION ( \ \ REMOVE WINDOWS -- — — FOR REPLACEMENT WINDOWS I REMOVE CONCRETE L \ APRON REMOVE EXISTING EXISTING GARAGE TRUSS ROOF AND CEILING HALL I REMOVE EXISTING F _ - EXISTING DRYWALL TO REMAIN. 109 I I — BOILER FLUE AND CMU REMOVE ALL \ ENTRY I I I PATCH AS NEEDED - -- — >. .. PLUMBING FIXTURES I 100 L_ _ AND FINISHES t B TH j 104 L J F I . I — — I LIVING ROOM mm s— — '> BEDROOM �� I I 101 I ROOF AND TRUSS STRUCTURE 105 \ — I I TO REMAIN PROJECT A. )RESS: J - - - - - _ _ _ _ — j 1275RU( LANE B I I I REMOVE BAY WINDOW I I i I SOUTHC )NY, 11971 1I I I I ! I I REMOVE GABLE ROOF ED AR - - - \ - - - - - ------ I ABOVEI I �� otii J EA/V 777 EXISTING CONCRETE STOOP "T o4436n E `�� I TO REMAIN OF NEv qr ( I I I I DRAWN BY: Author • I DATE: 10, 112023 4:29:13 PM SCALE: A ndicafed DRAWING S; ETNAME. \ i DEMC -ITION PLAN LI I II 'Il LEVEL ONE DEMO PLAN DRAWING S -ET NO: SCALE: 114"=1'-0" - � I Mi 00 , 01 i ARCHITEC I EXISTING WALL ASVUELS+ NEW WALL I STI -' ELMAN � I WINDOW a b �► I I, 3 ADDRESS: DOOR -352.0 (SEE SCHEDULE ON SHEET X-XXX) I 25235 MAIN SAD I I CUTCHOGb UY 11935 LE'Q 2" SONOTUBE AT 3' ALIGN W/POST ABOVE 631-734-640 OVERHEAD AND BASE MILLWORK LOW GRADE WITH (ALL MILLWORK TO BE CONFIRMED POST ABOVE (TYP� I I CONSULTAI S: SEPTIC ANC .STRUCTURAL ENGINEER: VIA SHOP DRAWINGS) WALL TYPE TAG EQ EQ EQ MARESCA 6 -SSOCIATES 1 I (SEE WALL DETAIL SHEET A-800 00) 188-04 WES `> ONTAUK HIGHWAY _ HAMPTON E >S, NY 11946 - - - - —2 - 2X1�P�FLUSH- ROOM - - - - - I-- - - - - I j Roots TAG . OWNER: I 101 I /I DAVID HOF 1AN - ----- - - I 225 5TH AV - 11 E I I I NEW YORK 'Y 10010 PH. 917 855 .)99 `* I NEW SCREEN PORCH ABOVE CT' I REVISIONS: NEW 3" SPRAY FOAM INSULATION (R-19) ( o 0 -- - PAINTED GYP BOARD FINISH I N ca,1 c ' I I I I I — 2 - 2X10 PT LEDGER W/2X4 SPACER @ 32" O.0 W/1/2" GALV M.B. I I I I 42'- 11 1/2" \ 221 - 111 I PROJECT P 'WE: NEW EGRESS \ WINDOWS. _....—...... — ...... — . —...... — . —... — . _._.. — TOTAL OPEN SF: 8.2 SF 3' -411 `\ DD 2 RISERS/TREAD TO 11'-21/2" SILL: 40" A.F.F — — — — —I— — — — _-- - - J— - - - - - - - - - - - - - - - - - - - - - - - LtGN-WITH-NEW-FLOOR- - io W HEIGHT: 41" ` LEVEL AT LAUNDRY ROOM. d TER EVERY OT ER JOISTS CLAD EXISTING CONCRETE W WIDTH. 29 I �I) 91/4" LVL P R CODE `� ( S AIR WITH OAK TREADS. r -' L_ II .I II Ila '.I. q: a d d NEW STEEL WINDOW - - _., o ,�. :I �. I .I I�. II II II I� II II H " •II " I _ `. � 'e• .., °d STORAGE ''. WELL. \ `� �i N 1 n I I I` II II II II 4' °IJ • ° ° g ; ------t - c, I 6 9 1/2 L II II II II II II p• ;°, `,:. °.... ..., ° ,° •q, ' SEE DETAIL ---- M Z 001 -r-0°AFF = == = == - ,-° ° : ' EXISTING GARAGE -600.0 v' I \ 4 , 11 CONFIRM LOAD w I 11 r — p... . 4 4 CONCRETE CO EXISTING 4 METAL ° 1 <J - NEW 4 O.D. ROUN .. ° . SLAB ABOVE PRIOR TO CONSTRUCTION \`; 4. I POSTS TO GIRDER METAL COLUMN 32 I a d \ � \ ABOVE NEW 3 X3 Xl ° . r °„ �: nd ° tu 6' - 1 1" 5' - 1" EQ OTING BELO '-0" + °d d ° • ° e� e.. CONFIRM EXTG. GIRDER - \' _ - d BEAM ON FOUNDATION WALL - `� ° ° EW 3 - 71/4' L IRDER W/(_5 8" X 7" ST PLATE ° ° o = _ as a r d- ,'d° M ° s. °d. ° e ao ' NEW EGRESS 1 ` $AL .W ° ° WINDOWS. ---- �CAAIOU��GI�RDE WOOD OST ABOVE \ -350.0 NEW 4" O.D. R UND METAL ° a a z °q ° TOTAL OPEN SF: 8.2 SF 3�_4�� ;� - ID31 \ ° _ ° ° ° n . 4- CONFIRM . .' '� EXTG:GI bER` � . q SILL: 40" A.F.F COLUMN ABO E NEW 3'X3'Xl' 1 HR R ED BL FLUE w°' 4 uj \ w I DOOR - -BEAM ON;FOUNbATI'ON > ' ; .....,. :a a°_ a W HEIGHT; 41" FOOTING BEL W W WIDTH: 29" \ _� Le—\_ M. 4 o K' °d °WALL ' ° o . ° =' C14 ' NEW FLUE BL ': °. m °_ p,�,- _ a'a, :.8. FOR BOILER \. ° ° b • 11 M �S \ °., I d EXISTING 8 ABOVE I \ °\.v\ ° ° °\` a a o ; a$ " �° o CONCRETE WALL ABOVE M wH \ 4. d LL ° WITH FOOTING BELOW MINIMUM 9' SF I 1 HR CH 1 \ e • . < ad:. ° d4 I° a,�' ; . ` - - - - - - ASTER EVERY-OTHER J-0ISTS — — - - - - - - - - - - - m °' ; °a° EGRESS ACESS `\ N — —I— — — —RATED AtL—. 03 ° ' a a ° PER CODE \ N W/(1) 91/4" LVL PER CODE I ` .. ° a -.a < . ° ` a ° I 9 PROJECT A; RESS: \ ° .4 °° . \ ° a \ d 1275 RU( 'LANE - - LE SOUTHC :)NY, 11971 \ \ — 1 11 7' — 111 35 - 101 ED ARC d. e q •.o - . GAS METER ON GROUND LEVEL �' ' 'i EXTERIOR *� • N EXISTING 8° ENCLOSE FJ ABOVE NEW LVL FLOORING PER SPEC > CMU (MALL ABOVE WITH GYP BOARD FINISH 'T o4`436 WITH F OTING BELOW BAT INSULATION REPAIR 2 - OF NEw'�° AS NEEDED -351.0 --- I DRAWN BY.' KS DATE: 11, :'2023 4:12:50 PM I SCALE: A ndicated DRAWING S ET NAME: BASEMENT CONSTRUCTION PLAN BASE LENT CONSTR. PL N I I I - I j DRAWING S ..ET NO: I I I I I i -000 1 ■ 1 ARCH/TEC ' I i EXISTING WALL SAMUELS+ I � ! STD - ELMAN <.;. NEW WALL _ WINDOW a b C j ! 3 8 - 11 1/2 8 - 1 ADDRESS: DOOR -352.0 - (SEE SCHEDULE ON SHEET X-XXX) I 25235 MAIN "SAD I I I MAHONJGANY STAIR READ REMOVABLE SCREEN PANELS CUTCHOGU NY 11935 51/2" SEE ELEVATION 631-734-640 OVERHEAD AND BASE MILL'A'ORK CONSULTAf S: (ALL MILLWORK TO BE CONFIRMED 3 -61/2 3 -61/2 11 6 -8 11 3 -61/2 3 -61/2 CASED POSTS j VIA SHOP DRAWINGS) - II SEPTIC AN[ TRUCTURAL ENGINEER: MARESCA 6 -SSOCIATES _ WALL TYPE TAG U P/ N 1✓ (SEE WALL DETAIL SHEET A;801,00) ______ _ _ ____ -04 WES 'OONTAUK HIGHWAY "' Lo HAMPTON E ✓S, NY 11946 ROOM OWNER: ROOM TAG 3 - 2X6 HEADER DAVID HOF '9AN 101 _ . ......... . .. . .. ------ --- - - - - w I N 225 5TH AV 11 E ! o MAHOGANY DECK 1 I; NEW PORK .Y 10010 uj = I OVER 2X8 PT FJ PH, 917 85E )99 I o (pall o I CN O 2X6 POST = GAS GRILL HOOKUP X co I NEW WINDOW I N REVISIONS: N I EADER GAS STOVE VENT TO EXTERIOR 10 01/2 10 3 10 101/2 I 5 - 11 2 8 3 7 N 22'-5" NEW WOOD FLOOR PER SPEC w m ----- --�---- U _ 0 3 91/2" LVL HEADER -0 1 -7 2 - 10 3 -2 2'- 10 4 -41/2 - \ - \\ V406O.C A(3 2X10 HEADER vo I eTri erato �WEE I CLAD EXIST NG I! PROJECTS V1E: CONC ETE TAIR LBWA 450 PLF 5 -- .Qj Wn f�'f R S- -_ -400 I - i � , _ DINING o X � x 103 KITCHEN ---'-- I: BEDROOM �,I m N - - r� - I BEDROOM n w 102 I w If, , 107 — _ �- o > i` , F i ' r ., i 2X8 HEA ER ' J .- I ti ? ,< a m � ' I ED2 o x � I _ - - , 1 a , , 1 `"v ^I M BOLTED I ~ I J I 6 , . r Lu I I N CONNECTI Nco a -- - _ LBWA 4 PLFio WOOD POST ABOVE __ L 00\ �L - -600.0 I ID14 SEE DETAI - = � \ � _ - - LAUNDRY/MUD ROOM ' U.C. 11 — co 00 _ I I I II 5 . 0 NEW WOOD I x _ CD ID7 12 3 - N I ISLAND I � Wine \/ v :� „I RAILING 111 I I ! N CL 3 -2 3'-01/2 3 5 -51/2 .4-2x6 N z, j ID13 ID22 _ _ _ LBWA 150 PLF _ - TO CODE ( � ° 2 - 2X8 HEADER' I • 2 LVL _ N �. 3 LVL wit(2) CL ID17 _ CL CL ID CL1= 1"X 11"STL �, I D20 , -CL= -PLATE - - - -— o - ---_-- ID12 ID10 PANELING I a M I o juj 4-2 x 6 HALL ID3 4 4-2 x 6 AROUND STAIRI co A-350.0� 1D5 109 ® r ------ ALIGN POSTS I Q 2-LVL M z W EXISTING DOOR - % _ GIRDERN I Q = N w WITH BELOW CID , 1 BEDROOM o 2 Ga HEADERS -_--__--- ci m c� I - D8 - ------ NEW WOOD FLR I N I `� o o a O -401.0 O N I o ---- jj I 105 _j _ I --- = ON EXISTING FJ O �n \ - NEW FLUE o 10 i n i N CV BATH L - ENTd __ - I DEN w N U� 1 _ ao \ r- rn FOR FURNACE I v, - r I o o \ 104 100 ---'-- 1 Ll ING ROOM \ . ... 0 110 •o I t� \ , I O NI m "' I ---- - J -403.0 101 c' \ � ; 2x -3- 6 NEW GYP BOARD CEILING N Z - - - ---- - M I , �- -r UP 15'-7' AND INSULATION BELOW , x �I °� • J I 2-LVL a EXISTING TRUSSES z I "' x _ J L A 30 L _ 2-LVL LBWA 820 PLF a ID16 N _ - - - _ - - — — I Q I R JE T A RESS BA 31-011 d CID " I m 1275 RU( a LANE D23 1 )6 N ,,� SOUTHC )NY 11971 - -_- -_.__._- ED1 3- 91 2' LVL HEADER M EXISTING 2 - 2X8 HEADER _ N \ _ - - ' co 0 1 ENTRY LANDING L M x j N — ' - -401.0 ,� (2) 2X10 M � � � 2 - 2X8 HEADER y,. ,����,AgNch'i�. 4 11 1/2 5 b 1/2 _ 4 81/2 4 2 _____ 6 4 61- 11 1/2 --------- - G UP 4A +� r ! 10'-01/2" 9' 0" '-51/2" 10' - 1 1 2" ' - 1 ' 1'P1/2' 2"6' 2" -1/2' 6' 4,� � 0 NEW WINDOW HEADER NEW 8X8 POSTS 8' -91/2" 1 5'-41/2" 5' -41/2" ! EXTEND EXTERIOR WALL 'TqT 0443ro AT ENTRY V.I.F. NEW BLUESTONE 21'-91/2" 1 FOR SHUTTERS FOF NE�N� STEP ON EXISTING LANDING (NEW BLUESTONEICLADDING I DRAWN BY: KS ' ON LANDING) � DATE: 11, 2023 4:12:56 PM 2 SCALE: A ndicafed -351.0 DRAWINGS; "ET NAME: I' 1 � FL00 1 CONSTR. PLAN LEVEL ONE CONSTRUCTION PLAN ! SCALE: 1 4"=V-0" ! DRAWINGS :ET NO: i ARCH/TEC : UELS—� , EXISTING WALL SAM ' NEW WALL STIE' EL I MAN WINDOW ' i ADDRESS: DOOR a 3 b c (SEE SCHEDULE ON SHEET X-XXX) -352.0 25235 MAW )AD CUTCHOGO NY 11935 631-734-640 OVERHEAD AND BASE MILLWORK (ALL MILLWORK TO BE CONFIRMED coNsuLTAr 's: VIA SHOP DRAWINGS) SEPTIC ANC :STRUCTURAL ENGINEER: MARESCA 8 -SSOCIATES WALL TYPE TAG (SEE WALL DETAIL SHEET A�8G0.00) 188-04 WES VONTAUK HIGHWAY HAMPTON E YS, NY 11946 ' I I ROOM ROOM TAG OWNER: 101 DAVID HOF '.1AN 2255THAV . 11E NEW YORK '!Y 10010 PH, 917 855 +999 NEW ASPHALT ROOF ELOW REVISIONS: HALF ROUND GUTTERS 33'-0" IL 9'-3" 10'- 1" 1 '-71/2" 4" 11), -51/2" 6 5' - 101/2" I 3'-oil L 6' -3" 3' -21/2" 8'- 5" I I PROJECT P {ME: (2) X8 ® (2 2 8 R (2) X8 — 1 JH/'l' o ■ 1 .....o.... . 'o .. RATIJIRnnm o DRESSI N o F - c > N 10 21oN °rn - �� - �� ....._........._1 I;.. I 3 3112 6 81/2 i ID2 `V . I! o � 1 L.C. I I b N ( r x ■ nnunnoionimoionu■ ■i■ O N I i " 1 ' ILJ 4 -4 HALL - �'' ID25 ! ID26 � 206 I I I M I I I ID2 M V W,I.0 ly EXISTING ROOF I 4 129 BELOW, NEW -- -- CDI ASPHALT SHINGLES — �) 111/4" LV RIDGE BEAM (3) 2X6 P I A �1 1 X -- -- (2) 91 2" LVL RIDGE BEAM I TO RIDGEM.BEDROOM I zo (3) __ 01 - A-350.00 201 I TO I �' x BEDROOM o I o N(/ -- -- _ I 207 co NEW CEILING RIDGE _ _ _ o __ __ ( Q( I I , LO LO AT CATHEDRAL 0 0 o NEW CMU CHIMNEY WITH LEDGE STONE FACING I I I ' CdJ I I N �1 0 3' -8" 3'- 11/2" V XI kll — GYP BOARD CEILING aI N v NEW ASPHALT x 1 BENCH AT 8' 17� 1 2'-6" ROOF BELOW ---- N V PROJECT A, CRESS: (3) 2X8 0 (3) 2 K8 O (3) '2X8 O 1275 RUB -r LANE SOUTHG D NY, 11971 ED ARC NEW WOOD FLOORING 1 3 -9 5 -0 4 -91 4 -91/2 2 -6 3 -9 �,rw THROUGHOUT ?.. `1. . ',,?� � N 12 - 11 1/2 1 -01/2 1 - 4 I 6 -91/2" I I HALF ROUND GUTTERS - -- NEW ROOF BELOW T,,1 Q4436 OF NEON I I -- DRAWN BY.. Author DATE: 91z '20231:13:00 PM SCALE: A ndicated 2 - DRAWING Si _.-ETNAME. -351.0 --- FL00 ? 2 CONST PLAN LEVEL TWO CONSTRUCTION PLAN SCALE: 1/4"=r-0" DRAWINGS ,:ET NO: ----- ----------- ARCH/TEC EXISTING WALL SA *\4UELS+ i ' NEW WALL STIEL �� i a b WINDOW 3 ADDRESS: DOOR -352.0 25235 MAIN ',,)AD (SEE SCHEDULE ON SHEET X-XXX) CUTCHOGU NY 11935 631-734-640 I OVERHEAD AND BASE MILLWORK CONSULTAI S; ________ (ALL MILLWORK TO BE CONFIRh1ED SEPTIC ANC TRUCTURAL ENGINEER: VIA SHOP DRAWINGS) MARESCA 6 SSOCIATES 188-04 WES WONTAUK HIGHWAY WALL TYPE TAG 1 I HAMPTON E VS, NY 11946 (SEE WALL DETAIL SHEET A-800.00) I I OWNER: ROOM ROOM TAG ASPHALT ROOFING ON 3/4" PLYWOOD, D D 101 % HOUSE WRAP, ON NEW 2X8 @16" RJ. 2255THAO 1A V E RUBBER MEMBRANE I I NEW YORK ^JY 10010 PH. 917 85� )99 REVISIONS: I I i NEW HALF ROUND GUTTERS 1.5/12 SLOPE I i PROJECT P �VE; I �I _ NEW ROOF ASPHALT ROOFING ON 3/4" PLYWOOD, NEW ASPHALT ROOFING AT EXISTING I HOUSE WRAP, ON NEW 2X8 @16" RJ ON EXISTING RJ I SLOPE 4/12 SLOPE I I - EXISTING SLOPE I — 2 1 NEW ROOF AT I 4/12 SLOPE I A-350.0 ---- -- ----- -- —EXIST-I N Uj I I I i EXISTING SLOPE I I NEW CMU CHIMNEY WITH FACED LEDGE STONE I I PROJECT A, :)RESS: 1275 RU( 4 LANE SOUTHG .)NY, 11971 / RED C — /12 4/12 G�S�Nr_JEA/V '7/ SLOPE SLOPE Fxtt,o . I EW HALF ROUND GUTTERS ;,l �4436$ OF NEB DRAWN BY.' Author DATE: 9/� '20231:13:05 PM SCALE: A ndicated 2 - DRAWING S, SET NAME: -351.0 --- ROOF CONST PLAN , ROOF PLAN • SCALE. 114"=1'-0" DRAWINGS :---ETNO; ARCHITEC NOT IN SCOPE SA U L S+ DOW STEELMAN O (SURFACEFACE MOUNT) i DOWNLIGHT ON SENSOR a �+ OS (SURFACE MOUNT) b V ADDRESS: _ \R\ RECESSED LIGHT FIXTURE 3 - -352.0 25235 MAIN '0AD CUTCHOGU NY 11935 SMOKE DETECTOR 631-734-640 \ O CEILING FAN I CONSULTAI S: C I I SEPTIC ANC 'TRUCTURALENGINEER: MARESCA 6 'SSOCIA TES CHANDELIER 188-04 WES ZNTAUKHIGHWAY Lt HORIZONTAL COVE LIGHT — — — - (SPECIFY VIA SHOP DRAWINGS) HAMPTON E YS, NY 11946 OWNER: L_2 _ _ _ _ HORIZONTAL SHELF LIGHT AVID HOF ":1AN (SPECIFY VIA SHOP DRAWINGS) 225 5TH AV - 11 E S ROLLER SHADE I I NEW YORK !Y 10010 H I PH, 917 85" 999 C� SOFFIT LOCATION (CONFIRM DURING CONSTRUCTION) ' REVISIONS: 4 DROP CEILING DROP HEIGHT DATAIETHERNET OUTLET V (H=NON TYPICAL HEIGHT) DUPLEX RECEPTACLE - (H=NON TYPICAL HEIGHT) GFI GFI OUTLET \ \ (NON TYPICAL HEIGHT) I PROJECT P 'WE: 220 41 -011 22 VOLT OUTLET >WP WE7 ZONE GROUND-FAULT CIRCUIT I -- - W INTERRUPTER RECEPTACLE - — — — J I L L�� L�� L QUAD RECEPTACLE (H=NON TYPICAL HEIGHT) -- - - -� t I I IC � °_� _ t� t� tt t� tt ' �� t i,-,-� i,' :i.` ,i_'-• t, -• ti a ti tt u u � i t I I � I ,,:• .,, •, .•-t. t� t �t tt tt a It � t I SWITCH(VIF) p I i 1 I ` L f D SWITCH ON DIMMER(VIF) _6 0 0 r — , T THREE-WAY SWITCH \T\ THERMOSTAT I `+ I 41-O° Y H (H=NON TYPICAL HEIGHT) SPEAKER L J /� OH (H=NON TYPICAL HEIGHT) ---- — — — — — ED — — — — _ — — — — — — — — - — — 2 I ' 1 t I TV AV/HDMI PORT \ H (H=NON TYPICAL HEIGHT) -350.0 \ JUNCTION BOX EXT EXHAUST I I + t ' REFLECTED CEILING PLAN LEGEND I wH ` I I - - - - - - — �- - - - - - �,L - - - - - - - L J - - PROJECTA, _)RESS: I I a I d 1275 RU( .4 LANE SOUTHC )NY, 11971 RED ARC J EA/V Yceiiso , I I �TgTF 04436 2 _ OF INeN DRAWN BY,• Author - I DATE: 91, 20231:13:08 PM SCALE: � ndicated DRAWING S, -ETNAME: BASES TENT ELEC PLAN BASEMENT CONSTRUCTION PLAN DRAWINGS :ET NO: 1 114' =11-01 Am200000 i ARCHITEC NOT IN SCOPE SA Y 1 UELS+ 1 DOWNLIGHT O (SURFACE MOUNT) STI -' ELMAN I ODOWNLIGHT ON SENSOR S (SURFACE MOUNT) I RECESSED LIGHT FIXTURE ADDRESS: a b C CUTCHOGU NY 11935 SMOKE DETECTOR 631-734-640 3 CONSULTAI S: C O CEILING FAN � -352,0 SEPTIC ANC STRUCTURAL ENGINEER: MARESCA 6 ISSOCIATES CHANDELIER 188-04 WES 'vONTAUKHIGHWAY HAMPTON E YS, NY 11946 Ll HORIZONTAL COVE LIGHT _ (SPECIFY VIA SHOP DRAWINGS) OWNER: L2 HORIZONTAL SHELF LIGHT DAVID HOF �AAN - (SPECIFY VIA SHOP DRAWINGS) \ 2255THAV - 11E S ROLLER SHADE I I NEW YORK •'Y 10010 H PH, 917 85,r r)99 ' I SOFFIT LOCATION ' (CONFIRM DURING CONSTRUCTION) II I I REVISIONS: DROP CEILING DROP HEIGHT SHIP LAP CEILING, DATA/ETHERNET OUTLET ` _ PAINTED (H=NON TYPICAL HEIGHT) DUPLEX RECEPTACLE ' (H=NON TYPICAL HEIGHT) ' GFI (NON TYPICAL CONFIRM OUTLETS MEETS CODE CALHEIGHT) i PROJECT I• l.-ME: 220 F. F OUTLET \ - ' 22 VOLT OUTLET I WP WET ZONE GROUND-FAULT CIRCUIT I �9pW ICJ W INTERRUPTER RECEPTACLE I ReTrigerato LEDI _REDRQOIVL — _ BEDROOM QUAD RECEPTACLE — — ___ 1 (H=NON TYPICAL HEIGHT) 107 108 DINING -' --- ---- I 103 t�Q EQ,— ------- SWITCH(VIF) KITCHEN 2i"Ai DSWITCH ON DIMMER(VIF) 1 _ ` ;I' '4'TTHREE-WAY SWITCH �___— NDRYIMWD ROOM - I L LJ i ca — TH THERMOSTAT D � U C EQEQ(H=NON TYPICAL HEIGHT) D , _ Win ge OSPEAKER ��� I o H (H=NON TYPICAL HEIGHT) �D �D �D L TV AV!!HDMIPORT "- ---- Ea ,r=--- H (H=NON TYPICAL HEIGHT) II ql I D D ,-� - - - - - - - - - - 2 JUPCTIONBOX I _------__ 1C � ;,I � ', CAS D HEADER '� _ _ L* EXT EXHAUST -350.0 i c ENTRY "' i LIVING ROOM -EQ_'''' EQ D 1 ,$D ,— 100 REFLECTED CEILING PLAN LEGEND 1 '--- I 1 , w -- ------------- —---— ! ' h_ I I 1 PROJECT A, '?RESS_ 1 JAv REFLECTED CEILING PLAN NOTES CONFIRM OUTLETS I --�I-- D DEN it 1275RU( -I LANE BEDROOM D I SOUTHC 3 NY 11971 (1.) G.C.TO CONFIRM ALL ELECTRICAL/POWER/DATA/AV WITH FINAL OWNERWIRET CODE ' APPROVED EQUIPMENT SELECTIONS AND MANUFACTURER CUTSHEETS. 105 CASED HEADER 110 II ARCHITECTURAL POWER PLANS FOR REFERENCE TO DIMENSIONS ONLY, NOT FOR '- - _ -� �, �� ;I ,, I� w �FtED ARC CONSTRUCTION, CONFIRM POWER REQUIREMENTS WITH ELECTRICAL T I1DD '' `� E JEAN y�T REFLECTED CEILING PLAN NOTES ENGINEERING POWER DRAWINGS AND MOST RECENT NEW YORK CITY ELECTRICAL _ N (2,) G60ERAL OUTLET HEIGHTS 18"AFF(HORIZONTAL PLATE); BATHROOM OUTLET -_�-- - _ — — -�F- -1 HEIGHTS TO BE CONFIRMED IN FIELD; KITCHEN OUTLET HEIGHTS AFF.REFLECTED CEILING PLAN NOTES CONFIRM EXISTING XHAUST _ (3,) CONFIRM ALL FINAL AUDIO/VISUAL LOCATIONS WITH OWNERSHIP. CONFIRM ALL REFLECTED CEILING PLAN NOTES INTERCOM REQUIREMENTS WITH OWNER PROVIDED A/V CONSULTANT AND I (4.) EXI Yffl'OUTLETS TO BE FIELD VERIFIED. ______________ - Tq�, 04436 F OF IN REFLECTED CEILING PLAN NOTES (5.) LICENSED ELECTRICIAN TO EXAMINE PANEL AND PROVIDE LOAD LETTER PRIOR TO ----� REFLECTED CEILING PLAN NOTES THE START OF CONSTRUCTION, I DRAWN BY: Author (6.) AFCI PROTECTION FOR ALL NEW GENERAL PURPOSE RECEPTACLE BRANCH DATE_ 9�� 20231:13:17 PM ' CIRCUITS PER PARA, 210,12 OF THE NEW YORK CITY ELECTRICAL CODE AND SCALE: A ndicated INDICJE ALL NEW GENERAL PURPOSE RECEPTACLES SHALL BE TAMPER DRAWING S. ETNAME. REFLECTED CEILING PLAN NOTES RESISTANT TYPE AS REQUIRED BY PARA,406.11 OF THE NEW YORK CITY I I --- (7,) BE CONFIRMED BY G.C,AND ARCHITECT AFTER DEMOLITION, REFLECTED CEILING PLAN NOTES 2 - LEVEL 1 ELEC PLAN (8.) ASSUME ALL OUTLETS ARE CENTERED ON WALL OR EQUALLY SPACED ON WALL. -351.0 --- REFLECTED CEILING PLAN NOTES 1/4"_V-0" - DRAWINGS : ET NO: LEVEL ONE ELEC PLAN A m201 ■ i ARCH/TEC NOT IN SCOPE SAMUELS+ DOWNLIGHT STEELMAN O (SURFACE MOUNT) DOWNLIGHT ON SENSOR OS (SURFACE MOUNT) RECESSED LIGHT FIXTURE ADDRESS: 25235 MAIN DAD SMOKE DETECTOR CUTCHOGb 'VY 11935 /C 631-734-640 j O CEILING FAN CONSULTAI S: SEPTIC ANC iTRUCTURAL ENGINEER: CHANDELIER I MARESCA 6 .SSOCIATES 188-04 WES VONTAUK HIGHWAY L1 _ _ _ HORIZONTAL COVE LIGHT HAMPTON E YS, NY 11946 (SPECIFY VIA SHOP DRAWINGS) OWNER: L2 _ - HORIZONTAL SHELF LIGHT DAVID HOF °,.1AN (SPECIFY VIA SHOP DRAWINGS) 225 5TH AV - 11 E S ROLLER SHADE NEW YORK 'JY 10010 H PH, 917 85. ?.799 �� SOFFIT LOCATION ' (CONFIRM DURING CONSTRUCTION) REVISIONS: # DROP CEILING DROP HEIGHT ® DATA/ OUTLET (H=NON TYPICAL HEIGHT) DUPLEX RECEPTACLE (H=NON TYPICAL HEIGHT) GFI GFI OUTLET . (NON TYPICAL HEIGHT) PROJECT t }ME: �220 � 22 VOLT OUTLET • *WP WET ZONE GROUND-FAULT CIRCUIT W INTERRUPTER RECEPTACLE ( QUAD RECEPTACLE -_-_ ..__.. ___...__-,.- _......._._ ....._ .... (H=NON TYPICAL HEIGHT) BATHR00M ..I - DRESSING ... .............._.............. SWITCH(VIF) i C) SWITCH ON DIMMER(VIF) lit i XT _._... - --.J THREE-WAY SWITCH F11 -I i I �- 1 I EXT I ' THTHERMOSTAT ° A- 7H-NON TYPICAL HEIGHT)( - >- 1 -------- r -- OSPEAKER H (H=NON TYPICAL HEIGHT) , D TV AV,'HDMI PORT001 Cl i H (H=NON TYPICAL HEIGHT) CENTER ON CATHEDRAL CEILING ------— `L `L JUNCTION BOX L J --_- EXT EXHAUST \ REFLECTED CEILING PLAN LEGEND ' 1 HALL BEDROOM M. BEDROOM '1\ 206 207 PROJECT A, _)RESS: 201 --- REFLECTED CEILING SHEET NOTES '---' 1275 RU+ ;LANE (1) DROPPED CEILINGS AND SOFFITS ARE BASED ON ASSUMPTIONS PRIOR TO 42N SOUTHC :)NY, 11971 REFLECTED CEILING SHEET NOTES DEMOLITION, FINAL LOCATIONS TO BE DETERMINED AFTER THE FINAL DEMOLITION :I Zaamp (2.) �%R A TL BOXES ARE CENTERED ON CEILING OR EQUALLY SPACED ON CEILING, _.............. . ... �EAN�y% REFLECTED CEILING SHEET NOTES (3.) ASSUME ALL DOWNLIGHTS ARE CENTERED ON CEILING OR EQUALLY SPACED ON REFLECTED CEILING SHEET NOTES CEILING, (4) SOFFIT DEPTHS VARY; FIELD CONFIRM. REFLECTED CEILING SHEET NOTES s� 04436 OF NEW DRAWN BY: Author • DATE: 91; 20231:13:22 PM SCALE: A odicated a LEVEL TWO ELEC PLAN 114" 1'•0" DRAWING Si ET NAME: 2 = LEVEL 2 ELEC PLAN DRAWINGS .SET NO.' I A ­w202100 I ARCH/TEC : I C NEW CMU CHIMNEY b a REFACED WITH LEDGE STONE PER SPEC SAMUELS+ I ASPHALT ROOFING ON 3/4" PLYWOOD, - CEDAR SHINGLE SIDING _ ,. STf DEL j HOUSE WRAP, ON NEW RAFTERS PER PLAN o ON BLDG. PAPER ON 5/8 PLYWD BAN 1 1 ­­ - THING NEW HALF ROUND GUTTER _. ..,:.. Level ROOF - - - - - EftPE-� - - - - - - - - - - - - - - - - - 23'-g„ 1X6 PVC FASCIA BOARD - I ADDRESS: CLAD WINDOW W/ - - oO GRILLES AND 5/4"x 4" �. 25235 MAIN SAD NEW PAINTED MAHOGANY _ CUTCHOGU NY11935 CASING & 2" SILL SCREEN PANELS " -- ---- -. - - - - _ _ - - - = _- - _ _ _ _ _ Level ROOF PLAN 631134-640 .. 19 0 11 ..... .. ...... ...... CONSULTAI 'S: ASPHALT ROOFING ON 3/4" PLYWOOD, - -"�"" -`�""" NEW ASPHALT ROOFING _ _ - HOUSE WRAP, ON RAFTER PER PLAN. 1 D .. . .. . SEPTIC ANC TRUCTURAL ENGINEER: ON EXISTING ROOF STRUCTURE RUBBER MEMBRANE I td I o MARESCA 6 'SSOCIATES = 188-04 WES '�AONTAUK HIGHWAY 1X6 PVC FASCIA BOARD � � � - H co HAMPTON E (S, NY 11946 ... _ ...... .............. = OWNER: NEW HALF ROUND GUTTER 1 I N cn N cn N cn Level TWO CONSTRUCTION DAVID HOF 1AN - - - - - - - - - _ - - - -- - - _ -IN o - _ 1PLAON 11 225 5TH AV j 11 E WOOD DOOR WITH GLASS � NEW YORK Y 10010 �m i" _ _ - _ Level LOWER ROOF PH. 917 85r )99 - _ EXT. SCONCE -- - 9 2 ! EXISTING EGRESS WIND W *­­�j ! . I .. : ......:....... N 6 G Y t �....._ l OPENING: 37 WX2 H WOOD STAIR i . .. .... ................ .................. - _}_.. NEW PT. 0 _ f L... ... ,. 2" H, 5.9SF ._........:.............. ...... _. .......... _o: N .. . . . ... .. - REPAIR STUCCO _ i I .. - i o i ! �. E , Lf' IF NEEDED � 11 . ..----_" LLJ . . . . . ... . REPAIR STUCCO iF NEEDED0 _ _ _ - 00 -� 00 J I ti I N J . , .......1._ E ! ! r n 1,ll - " -. - N i I ` ( ;. .. p N 7 Level ONE CONSTRUCTION -... : 'I �� 1 . . .. . .... ......f5j--77--,-� \�:-� - - PLAN 11 il 1 11 , F- \ 1 �-1 Jr �� n i - - I � I I rr-i I I � , -lil — W --��= =1 . . I I I I \ I - I I . . Ill I I . I 1, Level SITE - 'L_ _ ._ _. .... .._..... I _..2 '� - L 0" PROJECT P VIE _ __. - - . , ... . .� ! +.... I I I I I.1 I/ . _... ........ ....... 1 I I I 1 I I I._. I �:_J..- _ EXTERIO NCE 3A ...I .... . J J �� -J �_ R SCO I ! ..... I 1 .... TOISTI NT I.:NDUW _ .. _. . . RE , . fXiSTING_BASEMENT : ; I AIN , WINDOW TO REMAIN CASED POSTS :.. NEW PT. WOOD STAIR . ! l , .. ....... I, : : . ... 1 . . I . ............ _. .i : i i.... . - : i _WITH:DECK BOARD I ; NEW SONOTUgES: , ..:. ,. _ OW I ; I I._....... 1 I. ... ,��, .-- N METAL AREA WAY AND WIND _ I a .. . -. ... Q L CATIQ .. .. _. ... .. .. , . . .. I r I .. EXI GIB SEE PLAN 1= . . . . . - I ... . . : . : .: it T _: _ — ..... .... . . ..... — :. - N it I i i I I:. i .. A71 p . Level rOUND . -. - . . ...__...-..: : .. : - L-.- '- -I-- i --- - - -- -- -- - ' --- - -�-- - - --- -- - - I- -- - - - ' I. II I. - ��- *-+--- -------- -- - -1 . .. . . . .. .... .... ... ._ .-. ... .. . . .... -. .... ..- ._...... .._.... ........ ! ....... .. ... .... .. - i ! . . ....... .. ... -. ... .. .... ........ .. I . . I . i i !' i' I : I : ... I I i t ..... i ' � I t i i � = I C) North Elevation 2 3 I 1SCALE: 114"=1'0" NEW CMU CHIMNEY < < _ WITH LEDGE STONE. SEE SPEC N - - - - - - - - - -I - - - - _ Level ROOF 1� _ t� - C) _ .. NEW SOFFIT 23 8 . I .. ................. .... .. .......... _t. -::. ;. 12 = 00 0 LU .... . .......I ... .............................................. ...",, ,. . _� 4 I NEW HALF ROUND GUTTER;r - _ - _ _ - _ _ LAN ; � - - - ------ - ---- ... . ... .... eve 19'-oil - 1X6 PVC FASCIA BOARD : (��) CEDAR SHINGLE RR PER PLAN TO MATCH HOUSE i i SHIPLAP CEILING AT 12 0 S 1X6 PVC FASCIA BOARD I I �.EXT .... ..... I E0 ROOF RAFTERS - -- - - NEW CLAD WINDOW W/GRILLES i � NEW PAINTED " PROJECT A: CRESS: AND 5/4 x 4 CASING & 2 S ILL Level TWO CONSTRUCTION Level TWO CONSTRUCTION - _ . _ _ MAHOGANY - - --- ------ -- _. - . . - - /i -- - ------- -- - - - 1PLAON SCREEN PANELS - -.--� - - - - - - - - - - - - o - _PLAN RUB LAN - - — 1,_6,1 1 V- - E SOUTHC ,)NY, 11971 ___ _ 5 I Level LOWER ROOF --- - - _ - . _ - - I. - .-..... ...- - - _Level LOWER ROOF -� - --- - __ _- 9 2 9 2 i, i n i - - - " ---_- — - _. ii 1 ....----s- --- , F ..... .. I I ..... ;.... CEDAR SHINGLE SIDING r II - ON BLDG PAPER ON D 10" MAHOGANY ,.. _ PL -D A E I. II, -- - TRIM BOARD ATDECK = I i O° SHEATHING / - �� �N ANs�TF it i m _ _. . I, ED3 i.. �; 11 Q r�� �2'G I -- � _ _ o - -- - - - - - -- F.L -5 0 NEW PVC SHUTTERS. PAINT n 4 _ - Level ONE CONSTRUCTION N __ I SEE SPEC Level ONE CONSTRUCPLAN *I : _I I 1 PLAN , ,... � U- -- ,� M 1 2 N I ;.... .._....... I ....... .4...... - O° R STUC NEED D 1i 2�� I o11 N. .... - — T,QT �4436 �o�� j � � N 1 - --- - - — — — N FOF NEB i _ Level SITE PLAN -—- Level SITE_PLAN Aft --- �- I -I n .- .. _. _..-. -. . . 8 ---- , ... ....... ... .... .L�.,..�- —, 1 I .. ...... ...... - n _. I i I......... .. ... j .. ... o i� III i d I ...I .. r... I I I ... I i. .... ... ...t ... , i...... I ! / 1. _I. I u DRAWN BY.� Author .. .. . :. .. NEW STEEL WINDOW ,I r I I , I ' ..'.. I ES 1 L_J . .. � q } �. ...I : I N I K !... j l NDOWS u : II 1 : o ' IWELL'. SEE DETAIL I I :.. ,.i ... I L.1. .. I I: ' ip j III, l .. ip I i I I - . . .:: ; TQTAL OPEN 5F;8.2 S ..... I, ij I V .. . I', L - J, I �►�I � : ... .. :...-. , _ . __ SCALE. I .a � i ull 1 1 I I I n : . .. 1 ill : fit- I I I i ; : . 4U . - - --- . -- - _ ........ .._.. .. I XI N TION --� I.. SILL' " A F F 1i_Oi� E STI G::.FOUN A. .. , . . . i 1 W HEIGHT: 41d.. DRAWING S; ET NAME: . .. 1 .. : . , I i i . .. .. .ij ...,.... ., .-_ - ... ..._ ...... ......... �1 .._. ; . 11 1 i '! .. .......... i : ... .. I ........ ........ ......... ......... ............ ........_. .. i WW I : .. .... I: _- .... ..'... I t I.. t I , i T . : I: . ....... ... .. is . F I OUND N ELEV/ .T ._ M �.. . , : .. : .. .._ - - - - - IONS : : 1 , : - - , .... ...I I � 71 0 I I J � �I Leve : ------------- - ---- -, -- -- -- -- - -- -- -- -- - - ----- -- --- 'J I .... . .... - I ', - .. ... .... . . ' I.. ._..._.. ....... ...... .... i . i : : I i j : _^i i I ... 1 I 1 DRAWING S _ET NO: . I - i North Elevation at Screen West Elevations -- - ---- ----- - i -- SCALE. 114"=1'•0" SCALE: 1/4"=1'-0" 1 3� Ag� 300501 I ARCH/TEC - - -------- -- I " , , I V, � ( )a EGRESS WINDOW EGRESS WINDOW EGRESS WINDOW b C SAMUELS+ OPENING: 27.5"W X 24" H OPENING: 27.5"W X 24" H OPENING: 27.5"W X 24" H . ___ STI -ELN� SILL: 34" H, 5.7 SF SILL: 34" H, 5.7 SF SILL: 34" H, 5.7 SF - —._ NEW CMU CHIMNEY �� WITH LEDGE STONE i i I . PER SPEC I : / -_::.:.:_:. .:......... — — — — —� — — — — — — — — — — — — — — — — — — Level ROOF -� CEDAR SHINGLE SIDING ---- j - . 23 8 ADDRESS: j ON BLDG. PAPER ON 5/8" PLYWD I 1X6 PVC FASCIA BOARD 25235MAIN )AD I SHEATHING 631T734 640 CHOGb VY 11935 1.. -1-F I � — Level ROOF PLAN _.. 19'-p„ ASPHALT ROOFING ON 3/4" PLYWOOD, -- == CONSULTAI S: HOUSE WRAP, ON RAFTER PER PLAN. :: NEW ASPHALT ROOFING SEPTIC AN[ TRUCTURAL ENGINEER: -- MARESCA E SSOCIA TES I..-, ! - i d 0 111��, I - .. ._ __... ON EXISTING ROOF STRUCTURE 188-04 WES AONTAUKHIGHWAY � � -:=�� 16I = '- HAMPTON E (S, NY 11946 NEW HALF __ _ _ -- __ OWNER: ' ROUND GUTTERS --- Level TWO CONSTRUCTION I - cn E3 04 11 DAVID HOF 1AN -_-_ — — -_--- — — _ _ — _ _ _ PLAN 225 5TH AV 11 E -- - - — — 11'-p° NEW YORK Y 10010 - -- — — 1. �'_11 "-1. — — — — — — — — — — — — _ROOF PH. 917 85C �99 _Level LOWER 1 9'_2- j NEW PAINTED PVC SHUTTERS - I -1 .- I REVISIONS: PER SPEC I I .............. . I...... . ... 1 I� .. - .E I ... .. . _ . ....... . .. ... ......... . . ... I . I Z0.111 Ll I Li�] L11 � I —1 LL-q� I —--------------r-1- 1J v—--Jlr-- . . ... , ,'I . I �LL� EH � ===;I-- I NEW WINDOW WELL J I N I I --L----;j - 11 —� , - � .. I : . -. J - ....... . . ..— � -- — :........., Level ONE CONSTRUCTION cn I " cn _ _ _ PLAN - — - — — — — — — ,► 11 ......... -2 --- - -- , _._ _. PROJECT P ME . NEW EXTERIOR. ;. --- ---- - --- --- --- — veISITE L N : -. .... t i t. ... u� _ _J p„ Le i i , WOOD DOOR . . i .. . : _. . . BL E N P AND T 3 ES I. U STO. TE . S, 00 . _._. I i . i I I . - .....- . ! =600.0 I , .. __....... .... I r i ...... I I. . EGRESS WINDOW 8X8 CASED POSTS ... : .. 1: iL. „ n .. .—, . ., ....... ...... ........... . , . .-....... : I I I i 30 H : . .. . .... i . 1 I OPENING.35.5 W X ; _. . ..: .. . : I _. : EXISTING FOUNDATION : : , SILL: 19' H -5.7:SF .. .. _ I . r. . .. ... . .......... _ .. .... — — rl - —- - ____- - - — -- — T L , � . . FOUNDATION T . . 7 0 ---- ----'-- — — — ---.--- — -- — — i I ,- :.. ' I _�. eve I . — — — _} _ : .... .. ... ...... - - - . . . .. . i .. . . , I : r . . _.. II. . , . - - , .. - : .....I i... . .., ...: I....._... i... i 1 i i I : .I ! I i ,... ......: I South Elevations I (D � -- - ----- SCALE: 1/4"=1'-0" —_ F— : c< 0< 3 2 1 � _ - _. 0 .. . .11 . NEW CMU CHIMNEY I I —/ V:p ffi 1 WITH LEDGE STONE FACING ._... gl-� 0 -- - - — — — - - - - — — - — — — — — — - — F. _ — — — — Level I 12 23'-g° "" :::::::��l 4 I 1X6 PVC FASCIA BOARD NEW HALF ROUND GUTTERS .... ................ ..... . . . ... ....... . 1 . .... .......... .. :.....,::..I--............d....,.. .. :�� — — ... . F PLAN 191 ..... i _...._..___.._._...._-- ..... ........... . .. . ..__.... _:.__:..::.:_- .......- ..... CEDAR SHINGLE SIDING ________._______--- .-:::- ASPHALT ROOFING ON 3/4" PLYWOOD, 12 .... ON BLDG. PAPER ON 5/8" PLYWD = PROJECTA, _)RESS: ...... ... .. ........ .................... HOUSE WRAP, ON RAFTER PER PLAN. _....... — _.._.....,.__. .......__-___... . • I , _.. _ _ 4 ' °gym STOVE VENT 2 1275 RU( 'LANE I -600.0 SOUTHC .)NY, 11971 NEW CLAD WINDOW W/GRILLES 12 Level TWO CONSTRUCTION AND 5/4"x 4" CASING & 2" SILL — - — — _ _PLAN ED i -- — — — — — — — — — — — — — - . .......—.. -...... .. -.... .. . — — —Level LOWER ROOF ,.5 N�EANcF .. . . . . . .... . .. ... ..... . . ... 9 2 , t II l ....._.V.................................. .................. _.. ............. ...-_.....-- �G� f.... i.... ...... ...........:...............- ....._ A _I _ L......:...... . M HONGONY *� . : , i Tom, ' " ; 6 ,\... . 4 SCREEN PANELS I i I I / C I .. .... ..... ... : I � i � I........._.._I i. i ... .. '11 �4436 �0�� _ ' , , OF NEW IIL=— .. . .... ... . — . ... , .. .. ........................_.. . ...:... . .,............... J O J.O .. .,,,.. . _ } .. .........i..J O J J M NEW WOOD STEP TO r !. - - ...........1 .__...... r'::..:.:_.....-:... Level ONE CONSTRUCTION N N ii _ _ _ - - V SCREEN PORCH_ _ _PLAN DRAWN BY, Author — — — — — I— - — I I '' `'" DATE: 10 )/2023 4:29:01 PM -- — ..... ... _.. .... .. — — — � - I --- ----- - - - ... 0 . ... I �. _ _ `� �.. I I ' V. Ii i i. -- --- -_ -- ___ - -- - - - - _ _ _ _ I - S, ET NAM �'EXT tw� STI��SC��O N�RADE� : ------ . T_ ! -- .... _ � T . GAS HOOKUP FOR GRI - - I I. l i . " . LL 1. i.'. ; ... : It II.... 1. ti i I . _ ELEV� TION jt ........ i . ... - I I i 1 I . . .. EXISTING FOUNDATION , ... . .. . .. .. _.. : I , : , ,. ; i I I : : . : : : , : , ... ..... _ !...I ; .._I . . . . : 10 _ —. , ! ' Level FOUNDATION -- — — — — T N0. .. .. i .. �. .. - ----- : 7 . -- - -'- -------.-------- -- -�-�- -_:------ -----__�_ - 0 � it I , . .... .... - .... ;.. I . 11 .I ..... , I . . ...... .. . . .i I .I . . _ : __ , , . .. . _.. i .. ' I 1........ ; .. ... I I East Elevation . SCALE: 1/4"=1'-0" � 2 -m301 a 01 I ! ARCH/TEC '3: SAA \AUELS+ STI -..ELMAN. ADDRESS: 25235 MAIN `)AD CUTCHOGU NY 11935 631-734-640 CONSULTAI 'S: SEPTIC ANE TRUCTURAL ENGINEER: MARESCA 6 °SSOCIATES 188-04 WES VONTAUK HIGHWAY a 1 b ^ HAMPTON E :YS, NY 11946 SPRAY FOAM INSULATION OWNER: AT M, 13EDROOM CEILING (R-30) NEW 2X10 @16"ROOF JOIST I I ROOFING DADDV '1AE WITH 3/4"PLYWOOD, DRLAYMENT, 2 H A 1 AND ASPHALT SINGLE ROOFG NEW YORK 'dY 10010 010 NEW CATHEDRAL CEILING \- PH. 917 851 199 WITH GYP BOARD FINISH --- - ----- _��-_ -\\ - - - - - - - - - - - - - - - - - - - - - - - - Level ROOF -- -- SHIPLAP CATHEDRAL CEILING ,' ;T , ` < - 23 -$ REVISIONS: NEW GYP BOARD CEILING WITH BATT INSULATION ABOVE(R-30) 00 ASPHALT ROOFING ON 3/4"PLYWOOD, I ATTIC HOUSE WRAP,ON NEW 2X10 @16"RR � -- - - ---- - --- - - - - - - - - - - - - - - - - - e_vel ROOF PLAN�Al-"\ — 19'-O„ PROJECT P ME.• ASPHALT ROOFING ON 3l4"PLYWOOD, HOUSE WRAP,ON NEW 2X8 @16"RJ LO EXISTING TRUSSES WITH NEW BATT INSULATION HALL ' - BATT INSULATION M. BEDR00 2O6 ,� �� I NEW GYP BOARD CEILING o R-30 \, 5 00 I ao 201 ATTIC BEDROOM Level TWO ONSTRUCTION d PLAN 11-011 EL Y y M a.92ML� o le ---'------ -- -- --------��---- ........_.........._..!. ......_..,..._..: .._.. II ...............1...I01 .-... r I ... .. ... I .. II_.. ! (i \_I iI...!I:......-�.,.II.•..'_.,.....III...'II............':......,.I .r...am_...Ii'......:.......:......-...•: ,I. ,--II ........._�....I. ........�.(II ..II.I II . I_......;.........'I!Ii-._...:... ...-.......-.._... .-....II. �. -..-.._.- ..:.::!i....:!........_II. ...__:. -. _ ..II1. ..............._. . II 1II! I..;.II..__I.......i.. I iIIiii T III ..._......_....I;. .. ........_.. .-!I I ..j .:.; II, LI\' ...I._. .._..�II- _. II II Ii!i ................i.. .III :...._.-i . e� jI I .—........ __�- � eLLele. LOWER OWER—T RP71ION 'L-OAG N SF � 9'-2' NEW GYP BOARD CEILING AT FJ LIJ BEDROOM HALL 00 CD 109 b0 DEN LIVING ROOM 00 ALIGN Level ONE ONSTRUCTION PLAN 2nX • JSTI3 10-GIRDER EXISTING CONCRETE SLAB: ......_...............__........ PROJE C- T L- �-�AET-T5-' S1-N9N � TS-E SOUTHC NY,A10-�:N M1-- R 9--- E7-E :f 1 ................... ............ .:::..... I � ......NEW6 ROUND EXISTING6n ROUND NEW6n ROUND STEEL COLUMN STEEL COLUMN STEEL COLUMN ............ - D� —qAt?o EXISTING CMU MECH1 l FOUNDATION WALLS % �.....L... , ...NEW INSULATION AND WALL T RAGE 003 SEAL EXISTING AT FOUNDATION WALL .._..._ _.._.__...CONCRETE FLOOR i cp .... ......._..... Le el FOUNDATION- _ 04 ISO .10 I OF N T ; DRAWN8YA Author 3 X3X1 , O EXISTING NEW I DATE. 91� 20231:13:41 PMCONCRETE F .OOTING CNCRETE FOOTING NEW 3X3X15 TO BE CONFIRMED I SCALE: FOOTING 0I DRA WING Si... ....... I I I........ ! .. . J 1. Lateral Section 1 DRAWINGS .-ETNO: SCALE: 3/8"=T-T sC�y GJFr - 7� A ,=350 . 00 I ARCH/TEC `3: . � � SAMUELS+ STI -' ELMAN � I . ADDRESS: 25235 MAIN ,)AD 3 ro--� � CUTCHOGU 'VY 11935 631-734-640 I ! CONSULTAI ;S: SEPTIC ANC ":TRUCTURAL ENGINEER: MARESCA 6 ASSOCIATES 188-04 WES ,VIONTAUK HIGHWAY HAMPTON E :YS, NY 11946 I OWNER: DAVID HOF ;IAN 2255THAV - 11E (2)91/2" LVL RIDGE NEW YORK ','Y 10010 ----- --- — - --- ------ - - —. _ — _ — -- _ — — . _ — _ _ — — — — — _ _ — _ _ _ — — — Level ROOF PH, 917 85E '999 23'-8" NEW 2X10 @16"ROOF JOIST WITH 3/4"PLYWOOD,LATH UNDERLAYMENT, REVISIONS: I I I AND ASPHALT SHINGLE ROOFING ------ NEW R-30 INSULATION = ABOVE GYP BOARD CEILING "? -- ! NEW HALF ROUND GUTTERS - -- - - -------- ---- - ---- --- -- ------ - -- - - - - - - - - - - - "I M NEW PVC SOFFIT Level ROOF N Aff . .. 19,-O'I 2 X 10 CLG JTS I I PROJECT P A ME: N O � � O (2)2 x 6 PLATE - - - I `� t NEW EXTERIOR WALL z I M WITH BATT INSULATION R-24 0 \ BEDROOM HALL BATHROOM CEDAR SIDING ON UNDERLAYMENT E0 SINGLE RIM JOIST TYPICAL -- - -- 2O7 / ZO6 ZO5 = — SINGLE 2 X 8 LEDGER NEW WITH PLY WOOD ROOF AND JOIST HPHALT \ - I - - ROOFING.RUBBER MEMBRANE \ - (2)2X6 PLATE EXTG.WALL TOP PLATE --- ------- --- NEW PANEL BOARD .. , CEILING Level TWO CONSTRUCTION -- - -- - ----- -- - - --- — — — — — — — — — — — PLAN --- - --. , (3)2x6 HEADER o 11.'-0 1 11 W���-�����������M4 im - I i ...... . . .. .. IV- - -- - \ - . Q.I - --- - - - -- f '�- - - - - NEW 11 7/8"— — — — — — — — — _ _ _ _ Level LOWER ROOF � ' TJI 560 FJ NEW GYP BOARD REMOVABLE MAHOGANY 9 -2 i - - @12"0/C - 1 I CEILING I `..............<.._.......,........._.._......... ......i . .< SCREEN PANELS it< <C FLUSH GIRDER ... 1. .... ...... ..... 1 i ! i.. PER PLAN - .. . r . . , } 1 I i : .�. _. . ; :........ : I ....... �I LIVING ROOM I DINING oO I _ 0 ; - a........__ I�....�. N ... .. .. ;.... . ...._.T.-.-..........__.. CREE �...... SCREEN PORCH o I _ oo i.... FLOOR TO ALIGN WITH , ! j 101 103 ___.t—._..._......__�._____l....._....... _�....._...__ -..__.__.._.__.._.__-- __. CO..__......._... -- EXISTING INTERIOR 50 �....... -._ .......... I 1.,. ......... . 0 IIL / I I -. _ _.1Of liL.._.........._:.........._... ._...._.........._.._. t.............._..._..__;._....... ....... ._.. ...... ....... .. -. :............: ... ._....... . TUBcS 16 SON _ (I i.__........_._......_.._... . ... 3 DEEP 0 I................ ...I . 1__..- -'r - .......---l...._. 1GN : I ,..._....; .. . Level ONE CONSTRUCTION - ................... ......._....... -.......- .. - - eve CTION - - - PLAN -- Kff L - R� NEW 2X 10 P.T. FJ V-2„ __�_ Level SITE PLAN :.................. I ;.. ..... ...... ......._ ......... - - - I.............I I.... . 1 I I I 1 1 I... I.. i I I ..'.....1 I I... . : I I i ..I I ! \ \ ..- 1 I 1, j.... -i .. I . . \ ; .. i. _ ... .... I ...I \\ I i — - NEWGYP BOARD CEILING I � I ... .. OJECT RES 1 ! I I.................I I- 1 i W ......I I I : ;. : : -_.... ; ......... 1 .....-....., .._'.._..i. .... ....l......_,. ...... ....i...i.._. I.. ....I .... .i.... ... 1 . ...... , i...... ..'.. .1_ 1 . .. . . � ===q / / .....I. I. 1 1 1 _. I I i : / 1 1 1 : 1 1 1 ; _. _ 1 ....._. :...................i I................... ..........._. / ; I - ! e' N I I........... 1 1 i 1275 RU! !LANE ! . , j.............._... " _ - ......_.... ................... .../ :EXISTING 8 CMU' - i ; I _ .. I I .... i ', , , .. i. ... ........- ...._...... ............:. .......... ...... I j.. .... 1 .......... ...... ... I I ...1'..... ............ . .....,..�...I M i .. 1 7 • : .. ....... ...... .. W L : I i (. ._..... FOUNDATION WALL i ! _ . Y� 1 I 1 UTHG N 91 I I I : ;..... ...... . STORAGE .. i . __. _.. ... :.:. ........ . j :. I j i EXISTING 3 � , I II I 1 : : 2X1 GIRDER ........... ! 1 . . I __. I. ._.... .. FtE AR ADD(1)C 9X15 EACH SIDE OF EXTG 001 - ; i L' N ; I D E I : : ; . 1 GIRDER 3/8 BOLTS @16 O/C STAGGERED t I __ NE WALL WITH INSULATION I '...... p�5� E JEAAN T TOP&BOTTOM DOUBLE AT THE ENDS M I ' I I , �� S'9�� - �� ....... ;- I .........I ........ ; ! I 1. �� , 1 .... : ... , .... ! .....; _...........I f 1........ ........._., ........... ....... ;.......... ..,. .. - �� ' �: _. i Ieve En ... .... ... 1 .1 .... .. ;: 11 - .. I . 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I I {.i i 1 . . i' _ _ ; — _ I Level FOOTINGS Author --- ------ -- -- --1---- -- --- - - - - -- --- - t r — — , — _ i , ' _ DRAWN BY� I-. --t- — — — - .... .--..... ...... ..... .. .._ ! ............. ....... ... -i I i 1 ..._. ..... ............... i I 1 1 I! i I . ; .. ..., ......,., ...,..... ...... .... .. .... ., .... .. _..... .._... .. ... ....__ ....1 : : ...., .. ... .. i .._... ..... .. ...... ... .. ........ .i.... I . . : ( I 1 �6 . I. I. 11 0 I 4 . 1 9/ '2023 I � 1:13`48 PM 11 DATE` ..... . . . 1 I , 1 _. .. . I i j l i i ..: ! ........ ............_ :.... ........ i _.. _... I - . . . _.. II , ! I _ i' i i 1'0; II _ I I SCALE` I1 ( ' I ........ ...._ .....1 .. ...... .......... ............. ......... ........... ....... 1 I i .... ....... _...... ... ...... : I : : .. .:. .I.. ... .. ........._ ........... ..........I ......... ...-_-'.I ............... ._ .. ...L.I ....... ....._ _............ ........ 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I SECTION 2 I� Lateral Section 2 . 9a SCALE: 318"=r o° DRAWINGS -ET NO: I--------------------- ------ ---- -------- ---- --- I ARCHITEC -I . . . SA , VI UELS+ STF� ELMAN _ _ . ADDRESS: 25235 MAIN JAD 1 2 3 CUTCHOGU NY 11935 631-734-640 I CONSULTAI 'S: SEPTIC ANC `TRUCTURAL ENGINEER: I I I MARESCA 6 =:SSOCIATES I 188-04 WES VONTAUKHIGHWAY ROOF RIDGE PER PLAN HAMPTON E .YS, NY 11946 I OWNER: ----- I DAVID HOF IAN CEILING JOISTS PER PLAN .. 225 5TH AV 11 E ... ... ... m.m: :..:....._..::�.1: ....1:....:: :.:::::::: NEW 2X10 @16"ROOF JOIST NEW PORK ':Y 10010 ......_,..... _ __.._.._....-.::,,,....__..._._. WITH 3/4"PLYWOOD,LATH UNDERLAYMENT, ....:_...:.•......... I I ,.. - AND ASPHALT SHINGLE ROOFING PH. 917 85v ')99 NEW R 30 INSULATION ............. ....I....... ................... ..... — — — — ABOVE GYP BOARD CEILING — — — _ -. - — — Level ROOF REVISIONS: ...................... . — — — — 3r 8n -- v . .. .................... _.._. ._.............. ._.._._.. - ............ \. ;:. '-......: SPRAY FOAM `\ �, " \. ...:........:.::...: T S� • \•r I �\ • ,I NEW HALF ROUND GUTTERS -- \ _ — _ — ___ - _ ____ _ _ _ _ — _ _ _ _ _ — = _ _ _ _ _ _ Level ROOF PLAN — =v� 19'-0" PROJECT t �ME: 1 -- -- — � ' M. BATHROOM _ 2O2 N NEW PVC SOFFIT - o I o M. BEDROOM I M o '/ 201 `Y' NEW EXTERIOR WALL ao WITH BATT INSULATION R-24 CEDAR SIDING ON UNDERLAYMENT I' I : _ja_ _in__ � : \ \ I = -®Off \\ Ir- � 0 ° \ o CV 7�_ 1 1 \\ FLUSH GIRDER PER PLAN ' i \\ Level TWO CONSTRUCTION \ _ _ PLAN 11'-0° - — ------ -- -- --- -------- -- - — ----- — — �. —... — = — — — Level LOWER ROOF 1 I x ... — — 9' 2n ---- -- _ I I ' ! : . ATH BATH . I ... 104U. - I CL CL HALL 106 . I o li ! i - Idommwftl 0uj . ._.._ . �.. . BEDROOM ' ... - = n#vo _...::.:}:..:....:..:: oO 108 .. ........ I..-.. . , . . . : . . . . -- - -- -- — 0 - . . ... . .._. ! I I : = ... : .... .... . . . : -. . .I ... ....... °O11.� . . ; - � -i Level ONE CONSTRUCTION I -- i \\A -1 \ -1 \ 1 I \-\ � I I I 1!7 : I I L � — — — — — — _ PLAN -- --� \ \ \\ \ \ \ \ 11 2rr \ 6"�' I Level SITE PLAN PROJECT A, __CRESS: i ' ... , '., :.......,. .. __ 1.. , .._ ,.!......I,a I._L..._ ....L..! I ..... Orr ... I i.............. I I I ,' EXISTING(3)2X10 GIRDER .. L...L....j..:... L... .... i .I...-I . .._'....L I j . :.::.; ..... 1 : .. . ADD 1 C 9X15 EACH SIDE OF EXTG I. . ...: I !:...:......_., I I... . 1275 RUI ..�LANE I. ....... , I..... ........I I i....... .. I L.... .. I I I I-I , ,' GIRDER 3/8'BOLTS 16"O/C STAGGERED I' _ "' 1 I -- I. TS@ I :.: .. ' II I . Ii i .. . .. TOP&BOTTOM DOUBLE AT THE ENDS I NY, 119 I I I .. f ... ' i ......... ...I.I I ._ I.L....... I• .. � I I I I I- ... , .. -- I.... .... .... . ..... ... .... is Iii........... I..... .. : ; I._..........i ... ............-i I l.. .. ii ........ I.. j i.........._...... j.. 11... I i................I 1 1 I -.. I I , 1 '...I '.....LI.. , ., I... I I .. ...... I I ' y j I ..... . 11 ..... I ! . . . . i ; . ... .......... . R R Ij... Ii it:. . ..! , .I I:... I I.. I S� EED C .................. .:I ��N EA I ! I I \\ NW LI .. ti \\ I. .... 1 X N FO �9 c�� STORAGE I jAL // I \\ \\ I.:'.. G , I I I , IS N �G I . I I I T jD j I Al . - . ......... .... NEW WALL WITH INSULATION \ I 001 I.... ; ; - * , \ \ ., -..., ......-... :............. : 1 \ \ I.. .. '..I I..:........... II ! . : , I I i ii Ii \ \ Ij - .. _....__ I ,.......-....- ; :.._.--.....-.. - , I I i it ..._-...._ ___.._..... : '--'-.,-.—.. ...-.....--... : _ _ _ :.... , ........... 1 I. : . . : . :.............._ ...._.......... ...... i. .............._..... i :_ I iit i I Ii _....... �..._.....--.. ...— _..\� T N ..... ...._... , _......_. ..._.._ . ._-.... I A IIO II Level FOUND . I I I . . .. -7 -0 I s o $ T 4 6 43 -- ..___ .--- ----- --......_.. - -- 1 I — - - _._ I . -....- F I .. _.. :.. .._.._ _.... —. . . : . ..__. !. -- - -- - - C7 -- -- __.! . - - I - - � I - ! - - -- - Ij _-. _. - — . ...... ! .. ' i.. I.. I . ..... ............. ..., ...... .... ...... ... , I F N i , I : I - ........ ...... .- .... ..... ..... .......... ...... ........... _...._.. ...-. _—. ; ....... ...... .. ........ ._ ..... I I I.- I .,- _..........: F _... i 1 ----- 7.............. -.. ! 1 ....................'I ................... .... I......_.......-- . I j......__... ...................1 1 ,............. ......... I............... I I i.....'.....i..; EXISTING FOOTING I XI T..-, i.l.... .......- _.. ; _ '------... . ...--- ---- - - - _ ..._I ! I..........__ _-. - _ E STINGF00 FOOTING AUfhOC _. ..........-_.. __._._. _ __.. __ _ ___ I I DRAWN BY I __.. ....... _. ...._......._ -..._...... , , . I TING OOTI EXIS F NG . - --- - - --- - — ---- I -- -I .Ii- _ — II : I , . . . ._._.... .-.._..... .. ...., ..... .......... ...... .. ........ ... . .., _..._ .. - - . -- - -- : 11 ; . 1 . ..... ............. ......... .....::;.. .. _. . i I_— ..i , , . .... . 9/2 � 20231:14:0 . I , ( ! DATE: 0 PM 1 I . I . _....._... {( I . . :..-.._..... I.._ I ... I -- j ....... --i ._.... i ,_._. I ' I ..._.. .__.... . . . . I I "= n r n : I .. . . , . - 1-0 j I I: . j I . I I , SCALE : „ ... _ ^�-r — —..._ ._ - - - --- - -- ---- - - -- - - - i I _... — T. T — j11 . iI I "; . `; FOOTINGS: , I Lev I F , I e 00 i ....... ........ _. ........_ ..... ....! ... .. I ........ I.. ........ (................ II. ! WING S; MET NAME: i I.. !.. - ! .. 11 . .._. ._.... ............ .i.............. . . .. ... .. ._. ,.. 0 i , ! ................ ................ ............i. .........._... ...... ......._... ....... ............ : . DRA . i ! I 11 ii ! 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I. i-......---...... ...i.............I , I .... , ...............�._� i-1 .i ,. _. I I .. ......., ., .. .. _ ` ' DRAWING S_ -ET NO: _ Section 3 - - - .. - - -- <x: SCALE: 3/8"=V-0" _ _­ _ ___________­________ _____ _ _ - ------- ---------. _____ A -,352100 . : ) I ARCHI TEC - INTERIOR NOTES - SAV UELS+ 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 2 'S 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. STFELMAN 3. OWNER TO BUY ALL FINISHES INCLUDING TILE,COUNTER,KITCHEN CABINTRY, DECORATIVE LIGHTING -- - - - DRYER VENT 4. CONFIRM LIGHTING LOCATION VIA ELECTRICAL WALK THROUGH PRIOR TO INSTALL - ADDRESS: 5. NO NEW BATHROOM ON GROUND FLOOR,NEW BATHROOMS ON SECOND FLOOR ONLY a) 25235 MAIN )AD \8. SEE PLANS FOR CEILING AND HEADER LOCATIONS CUTCHOGU VY 11935 "I 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS 4 TRIM 631-734-640 PANELS. FF CONSULTAI S: 15. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE L SEPTIC ANE :,TRUCTURAL ENGINEER: BELOW THE FLOOR SUCH AS LATICRETE 9235 TURNED UP 4"AT WALLS. cn MARESCA SSOCIATES 17. FILING, PERMITS,&LICENSES \ - 188-04 WES V ONTAUK HIGHWAY 17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK STATE u') u") HAMPTON E YS, NY 11946 17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND PAINTED GYP BOARD _ _ _ °� 00 FILED WITH THE NEW YORK o r COMPOSITE COUNTER OWNER: 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE, 00 C-4OO.O 6 I DAVID HOF `4AN WATERPROOF CEMENT PLASTER,WATERPROOF GYPSUM BOARD,OR NEW o 1 30" SINK 225 5THAV - 11 E CEMENTITIOUS WONDERBOARD OR DU-ROCK, [�000 o o 0 o0.0 �___ ___� 1 0 ° NEW YORK ''Y 10010 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF BUILDING WASHER 36" BASE CABINET o PH. 917 855 1)99 CODE. - 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE, M REVISIONS: 25. SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR DRYER 36" BASE CABINET TO CABINET ORDER a — \ WITH HEIGHT EXTENDERS -- 6 LAUNDRY ELEVATION 5 LAUNDRY PLAN -- ----- 112 1 0 PROJECT P }.ME: --- SCONCES PAINTED GYP BOARD o 30"ALUM UNDERMOUNT SINK COMPOSITE COUNTER 00 "' M 24" DISHWASHER -- - _ - _ _ OPEN TO LIVING ROOM \ 2 9 2 2 3 2 - - 2 91/2' � .�._. TILE BACKSPLASH BY OWNER) _. A F DOOR CABINET ------- - { o - — ---� c---. ---_-- --- - -- ' 33"WIDTH AT ISLAND II ICORNERI] cy) Y - - - - - - - w 24 UNDERCABINET WINE FRIDGE Refrigerator DW CABINET L _ Q 0 Lu Ell, LLJ c� i d sus 00 I DRAWERS N a, L J I I KITCHEN ELEVATION 4 ISLAND ELEVATION 2 \ 36"GAS — = rn o RANGE ED PROJECTA _)RESS: BLANK PANEL -40 3 \ M M • PAINTED GYP 0.0 RANGE HOOD 1275 RUB ,a LANE UPPER CABINET � BOARD 4 TO EXTERIOR SOUTHC 0 NY, 11971 PAINTED GYP BOARD 4" INTERIOR TRIM uP I o - - -- --- MECHANICAL VENT 1- .. ..� I w DRAWERS R I I I E "' -' 30" UPPER CABINET , \ \ I a N �� ��N .1EANs VENT HOOD TO EXTERIOR x_ - ao i r �r �r- _ 24" DRAWERSI 124" DRAWERS II N CORNER rr --- TILE BACKSPLASH PAINTED GYP BOARD �. .� (BY OWNER) ol o N I Wine 1 1 " DOORI CABINET \ sT 04436 �� TILE BACKSPASH I I IIBASE 11 N �rFoF N IUD 01 -- — - --- - c BLANK PANEL � ' 10 _ - - - -- - -- 0 30" SINK CABINET thor 36 GAS STOVE ` ' - o — — DRAWN BY: u31 I - - -- DATE: 9�� t'20231:14:05 PM ------ - \ 33" REFRIDGE "' - --------- BLANK PANEL HALF WALL -- - 24" DISHWASHER SCALE: :"= 1'-0" - -- - ---- • � TTT 2'-0" 2'- 1" 2' -0" 3'- 11" i DRAWING S: �-ET NAME: �J_ .. I COUNTER OVERHANG 1 ��4O0.00 INTEF 10RS KITCHEN ELEVATION 3 KITCHEN ELEVATION 2 KITCHEN DETAIL PLAN 1/2"=l'-0" �J 1/2"=1'o" v2"=t'-o° DRAWINGS :.ET N0: P -400 , 00 ARCHITEC S: INTERIOR NOTES RIFIED. SAM N TO BE FIELDVE UELS+ 1. ALL EXISTING DIMENSIONS �,. ELMAN 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED. 3. OWNER TO BUY ALL FINISHES INCLUDING TILE COUNTER,KITCHEN STI CABINTRY, DECORATIVE LIGHTING 4, CONFIRM LIGHTING LOCATION VIA ELECTRICAL WALK THROUGH PRIOR TO 2' 0" INSTALL _ 5, NO NEW BATHROOM ON GROUND FLOOR,NEW BATHROOMS ON SECOND - - VANITY LIGHT ADDRESS: FLOOR ONLY 8. SEE PLANS FOR CEILING AND HEADER LOCATIONS _ - 25235 MAIN 'SAD - TILE WALL r . \ CUTCHOGU NY 11935 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS PAINTED c' 631-734-640 PANELS. GYP BOARD 15. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE TOWEL BAR MIRROR AT SINK o CONSULTAI S: BELOW THE FLOOR SUCH AS LATICRETE 9235 TURNED UP 4"AT WALLS. SEPTIC ANC ;:TRUCTURAL ENGINEER: 17. FILING,PERMITS,&LICENSES 17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK STATE 13 — — — _ A 8SSOCIATES r' 188-04 WES WONTAUK HIGHWAY 17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND HAMPTON L ,YS, NY 11946 FILED WITH THE NEW YORK 4" BASEBOARD 30"VANITY 14 A-401.0 12 OWNER: 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE, ' WATERPROOF CEMENT PLASTER,WATERPROOF GYPSUM BOARD,OR NEW — TOILET 15 DAVID HOF '1AN CEMENTITIOUS WONDERBOARD OR DU-ROCK, ' 225 5TH AV - 11 E 19, ALL GAS PIPING WORK,SHALL MEET THE REQUIREMENTS OF BUILDING NEW YORK `lY 10010 CODE, PH, 917 85c a,999 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. i \ � 25. SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR REVISIONS: TO CABINET ORDER POWDER BATH ELEVATION 4 POWDER BATH ELEVATION 3 POWDER BATH ELEVATION 2 POWDER BATH ELEVATION BASEMENT POWDER BATH 1 5 112"=1'-0" 1/2"=1'-0" J 1/2"=1-0" 1/2' =1'-0" J 1/2"=1'-0" J1PROJECTP ',ME: 0 PANITY LIGHT 2'-6" 4'-0" BAR AT TUB SHOWER -- --- PAINTED TILE WALL AT HEAD MIRROR ID8 GYP BOARD F7777 \ \ TUB TILE / \ PAINTED 1 24"VANITY - - TRIM AT PANEL r D 54" ALCOVE o GYP BOAR TUB o _ ............................ . 0 , N i ID8J - PANEL WALL a, 10 8 �- - - AT SINK A-4010 TOILET co TIP HOLDER TILE FLOOR M --- SHOWER HEAD TILE WALL - AT DROP IN UB \ \\\\\\\\ \\\\\ 1'-21/2" 11 BATH 2 ELEVATION 4 1 BATH 2 ELEVATION 3 9 �T-1�0'? ELEVATION 2 _ 8 BATH 2 ELEVATION 1 2 BATH 2 112"=t'0" - -- 112"=1'0" 1/2 112"=1'0" 1/2"=1'-0" -- I PROJECTA, :)RESS: 2' -7" 2' -4" -- -- - --- METALSTRIP —� TILE AT SHOWER 8'-4" - 1275 RUB -4 LANE PAINTED GYP SOUTHC )NY, 11971 PAINTED GYP METAL RAIL VANITY LIGHT ' 2'-3" 1' -61/1 1'-6" 2'-6" PAINTED -- . t. 1. GYP BOARD -- ----- - 11 FOR SLIDE 4 CASING RECESSED � RECESSED ,�ERED ARC AROUND DOOR MEDICINE CABINET ��5 ENE JEANS��F 24 TOWEL RACK MED CAB GLASS ENCLOSURE o TOILET TRIM AT PANEL o L. 0 3 PIECE DECK ....._.__.... -..._...--- _....._._..........___._.._.._.. - SLIDE GLASS DOOR - 04 27" SINK VANITY - TILE WALL - - ! -- — - ID23 o SLIDE MOUNTED FAUCETo _ _ - �_.. - s T 4436 Q. -�` TILE AT O ti TRIM AT PANELOF NEW�� SIDE WALL \ STONETRESHOLD - D23 4 ' TILE FLOOR PAINTED -- --= o 27" VANITY PANELING TP HOLDER va TILE FLOOR DRAWN BY: Author WITH TRIM ABOVE M AT VANITY i 6 A-401,0 5 CURB DATE. i 91- 20231:14:10 PM 7 SCALE: - 1-0 \ — .. TOILET WING S, .--ETNAME: BASEBOARD ---- -- — - _ 4" CURB DRAWING --- - �- \ INTEF IORS C\ BATH 1 ELEVATION-4- BATH 1 ELEVATION 3 BATH 1 ELEVATION 2 BATH 1 ELEVATION 1 BATH 1 1/2"=1.0' - 1/2"=1'-0 5 1l2"=1'.0" 4 1/2"=1'•0" 1 1/2"=1'•0" DRAWINGS :ETNO: m i ARCH/TEC INTERIOR NOTES 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED, vi 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED, SA i UELS 3. OWNER TO BUY ALL FINISHES SHOWER HEAD INCLUDING TILE,COUNTER, KITCHEN T 4"TRIM SI � ELMAN 1 CABINTRY,DECORATIVE LIGHTING 4. CONFIRM LIGHTING LOCATION VIA ELECTRICAL WALK THROUGH PRIOR TO ` `; LASS ENCLOSURE INSTALL — PAINTED GYP BOARD 5. NO NEW BATHROOM ON GROUND FLOOR,NEW BATHROOMS ON SECOND FLOOR ONLY ADDRESS: 8. SEE PLANS FOR CEILING AND HEADER LOCATIONS N 25235 MAIN JAD 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS CHAIR RAIL .. ... ....... .., � , PANELS, ,' to ti 3'-21/2" 1' -0" 3'-2° CUTCHOGL VY 11935 31-734-640 PANELING 15. ALL"WET SPACES"SHALL HAVE FABRIC REINFOCED WATER MEMBRANE ' BELOW THE FLOOR SUCH AS LATICRETE 9235 TURNED UP 4"AT WALLS. EQ EQ CONSULTAI S: 17. FILING, PERMITS,&LICENSES M TIP M ��' ® SEPTIC ANE STRUCTURAL ENGINEER MARESCA 6 ;SSOCIATES 17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK STATE `Y' � : - 17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND 188-04 WES r10NTAUK HIGHWAY FILED WITH THE NEW YORK HAMPTON E YS,— _ " CURB SHOWER HEAD i V�/ NY 11946 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE, — _ OWNER: WATERPROOF CEMENT PLASTER,WATERPROOF GYPSUM BOARD,OR NEW EST BATH ELEVATION 4 GUEST BATH ELEVATION 3 ` �' � TOILET _ CEMENTITIOUS WONDERBOARD OR DU-ROCK. 1 GU _ 9 � N - DAV1D HOF ;1AN 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF BUILDING 112 =11°, 112 = ° j �` ' _ 225 5TH AV - 11 E M CODE. - �� 10' NEW YORK �Y 10010 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. GLASS ENCLOSURE ~ r ! PH. 917 85: r)99 25, SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR WITH CURB BELOW c , "' ! 9 A-402.0 7 .. , .. j TO CABINET ORDER F_ o — 36"VANITY REVISIONS: TILE FLOOR ' 8 p PAINTED GYPAV— DO ' f - . ...... ..._..... _....... ...._..._...._.__... _._._ CN 4" DOOR TRIM TILE WALL VANITY LIGHTS � o I 00 \\ ch PAINTED GYP ID27 PROJECT P ;VE: SHOWER NICHE MIRROR 24"TOWEL RACK ---- �, � - 60 PANELING ----- PAINTED PANEL WITH TRIM ABOVE 6 GUEST BATH ' = 36"VANITY M , , / r'� GUEST BATH ELEVATION 2 n GUEST BATH ELEVATION 1 �. PROVIDE 3'-0" 6' -3" ELECTRIC RADIANT FLOOR " -HEATING UNDER TILE. - ------- — PAINTED GYP TILE WALL ` 1'-4" 1'-31/2„ LINEAR DRAIN GLASS ENCLOSURE PANEL WALL / - / 6' GLASS --- ,' ENCLOSURE i ao 4" CASING AROUND DOOR o TILE NICHE �o ' - _ TO MATCH TILE 60" STAND oo _.. o 00 ALONE ' o PATTERN PANEL WALL -------- ---- — NICHE `� N �, TUB PANEL WALL - --- WITH TRIM ABOVE - ' o PROJECT A. HALF TILED WALL AT / N j MASTER SHOWER _ - TOILET `� 1275 RUB LANE ' "' N i ; ' i HC D NY, 119 UT 71 3 HALF WALL I _ I DECK MOUNTED FLED AR M BATH ELEVATION 4 L E, AT SHOWER ;' 4 A-402.0 2 I ° FAUCET AND 14" �\S�E�JEA�Cy�� (�5� , 2„_�,o, --- ELEVATION WITH GLASS I . _ I SINK w N M BATHE 3 ABOVE 5 I s 4 l/2"=1'-0" -- a -- 6'VANITY A r 1 -6 1 -6 1 -6 TILE FLOOR I WITH STONE ¢. TOP � ��: � PAINTED GYPCD N I VANITY LIGHT i 701 s �.� SHOWER HEAD - - -� - ---- =- - I rq 04436 OF NEW 4"WINDOW TRIM FLOATING SHELVES DOUBLE RECESSED TOILET ao ------ = MEDICINE I — —} — DRAWNBY. Author _ . PAINTED GYP o CABINET ID25 9/� 20231:14:14 PM M - DATE: TILE --- -- - — ' 3' -71/2" 2' -6" 2'- 1" SCALE: ' "= 1'-0" L DRAWINGS, -_ETNAME: SHOWER TEMP -- - - --0 \� — CHAIR RAIL CHAIR RAIL -- - PANELING PANELING I INTEFIORS WALL MOUNTED b'VANITY 1_aL MASTER BATH oO °O TUB FILLER � G EO 1l2"=1'0" I, o DRAWINGS ::ET NO: FREE STANDING TUB N o o — �� M BATH ELEVATION 2 2 M BATH ELEVATION 1 A ­w402100 - - ARCH/TEC '>: ---------------- INTERIOR NOTES SA ':VAIUELS+ 1. ALL EXISTING DIMENSIONS TO BE FIELD VERIFIED. 2. ALL EXISTING UTILITIES TO BE FIELD VERIFIED, 3, OWNER TO BUY ALL FINISHES INCLUDING TILE,COUNTER, KITCHEN STEELMAN CABINTRY,DECORATIVE LIGHTING 4. CONFIRM LIGHTING LOCATION VIA ELECTRICAL WALK THROUGH PRIOR TO INSTALL -- 5. NO NEW BATHROOM ON GROUND FLOOR,NEW BATHROOMS ON SECOND ADDRESS: FLOOR ONLY UTC NY 8. SEE PLANS FOR CEILING AND HEADER LOCATIONS C MAIN VY UTCHOGU 11935 14. ALL EXISTING AND NEW VALVES MUST BE ACCESSIBLE FROM ACCESS 631-734-640 PANELS. 15. ALL"WET SPACES'SHALL HAVE FABRIC REINFOCED WATER MEMBRANE CONSULTAf S.° BELOW THE FLOOR SUCH AS LATICRETE 9235 TURNED UP 4"AT WALLS. SEPTIC ANC .."TRUCTURAL ENGINEER: 17, FILING,PERMITS,&LICENSES MARESCA 6 =SSOCIATES 17.1. THE PROJECT WILL BE FILED WITH THE NEW YORK STATE 188-04 WES VONTAUK HIGHWAY 17.2. ALL PLUMBING WILL BE PERFORMED BY A LICENSED PLUMBER AND HAMPTON E YS, NY 11946 FILED WITH THE NEW YORK OWNER: 18. TUB/SHOWER WALLS ARE TO BE EITHER EXISTING GYPSUM TILE, WATERPROOF CEMENT PLASTER,WATERPROOF GYPSUM BOARD,OR NEW DAVID HOF 4AN CEMENTITIOUS VIIONDERBOARD OR DU-ROCK. 225 5TH AV - 11 E NEW YORK "Y 10010 19. ALL GAS PIPING WORK SHALL MEET THE REQUIREMENTS OF BUILDING PH, 917 855 �,999 CODE. 20. THE EXISTING AND NEW GAS SHUT-OFFS SHALL BE ACCESSIBLE. 25. SHOP DRAWINGS TO BE CONFIRMED BY ARCHITECT AND BUILDER PRIOR REVISIONS: TO CABINET ORDER - PROVIDE 4"TRIM AROUND DOORS WITH 2" EXTENDS AND CRAFTSMAN TRIM - — - --- — 6" DEEP STONE LEDGE PROJECT P :ME: LEDGE STONE FACING 6" DEEP STONE LEDGE, V.I.F M BASEBOARD +-4 1 1 �Lc:dr n FIREPLACE ELEVATION 0 uj --------------- CLOSET PAINTED GYP BOARD WALL BEHIND 31/ " 1 OAK PICKET PROJECTA, _)RESS: OAK ROUND RAILING PER CODE 3' -0" 1275 RUi .`LANE 1 SOUTHC :)NY, 11971 CASED POST AT ------------- OAK HANDRAIL PER CODE ��� j STAIR WITH SQUARE CAPITAL ,�EFtED qRC / ------ ----__- To J EA/V s�,�� OAK HANDRAIL OA G ------------ I M n e _ lr i M Q c '6 4 OF N OAK SQUARE CAPITAL Tqr� 43 ------------- - = DRAWN BY.' Author DATE: 91, '20231:14:20 PM SCALE: ' "= 1'-0" DRAWING Si `_ET NAME: �3 STAIR SECOND FLOOR _ _ L STAIR FIRST FLOOR STAIR DETAIL PLAN - 112"=1'-0" 1 112"=1'•0" INTEF IORS DRAWINGS ---ET NO: ARCH/TEC • SAVUELS+ STI -ELMAN ADDRESS: 25235 MAIN '0AD CUTCHOG✓J 'VY 11935 631-734-640 CONSULTAI S: SEPTIC ANC �'TRUCTURAL ENGINEER: MARESCA 6 ASSOCIATES 188-04 WES '✓IONTAUKHIGHWAY 6' -2° HAMPTON E 6, NY 11946 211 OWNER: /2�� 10" PVC FASCIA BOARD DAVID HOF '1AN I �� Level TWO CONSTRUCTION 2255THAV - 11ENEW PORK �,Y 10010 _ PLAN PH, 91785UP �)99 REVISIONS: — — — Level LOWER ROOF _ _ ___-- 9'-2" . ---- ----- 8" CASED HEADER SQUARE CAPITAL — CEDAR SIDING BEHIND 8" CASED POSTS, PAINTED PROJECTt ''V1E: 4" PVC TRIM PAINTED WOOD ENTRY DOOR, PAINTED. SEE SPEC BLUESTONE FACING ON EXISTING PATIO Level ONE CONSTRUCTION — PLAN C) — • - _ — Level SITE PLANK il BLUESTONE STEP ENTRY DETAIL ELEVATION U. uj NEW EGRESS CASEMENT WINDOW PER CODE 3'-4" PROJECT A: Level ONE CONSTRUCTION PLAN 1'_211 1275 RU( -a LANE SOUTHC )NY, 11971 51/2" 51/2" — — — eve SITE N .....I ..... .. Oil EGRESS WINDOW WELL. ' STEEL EGR C� N� ANS Tt� i ' � PER SPEC.i... , e- 31/2 MAHOGANY FRAME,ATTACHED TO cy, x �' ' COLUMNS, BEAM AND DECKING. PROVIDE i i . COMPRESSED GRAVEL STOPS TO COLUMNS AND BEAMS 7-7 i r i OF NEW 0 �- DRAWNBY Author • as d ; j .........._ 9/� 20 . ... DATE.' 231:14:31 PM _ i WALL WITH I -- -- �!E +...__._..,.. :_ ._-.._....... ..... ......L..._I.. 011 .......... ......_............... ..W INSULATION PER SPEC ............... j r .. .. . DRA WING Sf _.ET NAME STEEL WIRE SCREENING, ATTACHED — — I _ — _ _ Level FOUNDATION_ — PERMANENTLY W/STOPS IN MAHOGANY - — _��:�" _ DETA S FRAME :.. ... ........._ .i � CV i : �...._...._:.. EXiSTING'FOOTING �' j .:.... ....'. : L.._......_..... ....._.. . :: I , _.. .. DRA WING S -ET NO: UNDATION WALL ------ , ......... SCREEN PANEL ELEVATION EGRESS WELL SECTION ��� 112"=1'-0" ��� 112"=1'0" A -w600100 ARCH/TEC 3: - STRUCTURAL REVIEW BY STEVE MA.RESCA, PE SAi\4UELS+ WIND-BORNE DEBRIS PRO 'ECTIO F R OPENINGS 188- 07 WEST MONTAUK HIGHWAY, HAMPTON BAYS, N 'i ' 1946 F I I ; L WIND GU STS � STI �� ELIVEAN PHONE 631 728 9480 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS CC E/US O UPANCY ! 2 x 6 TIE Cam? EACH RAFTER IN VIEW OF STRAP. CLASSIFICATION DESIGN CRITERIA: ` ADDRESS: ICE SHIELD UNDERLAYMENT SINGLE FAMILY RESIDENTIAL I SHUTTER ASSEMBLY REQUIRED - 24' FROM EDGE DESIGN IN ACCORDANCE WITH AMERICAN 25235MAIN 'OAD FOREST PRODUCTS WOOD FRAME CUTCHOGL NY11935 i CONSTRUCTION MANUAL FOR 1 + 2 FAMILY HOUSE - HEIGHT PRESCRIPTIVE METHOD 631-134-64G F., ALTERNATE POSITION OF CONSULTAi S: I HURRICANE CLIP USE 35'- 0 MAXIMUM GROUND SNOW LOAD - 45 PSF. i , I 'll 1 1' II if _ i_ 1 „ SIMPSON H3 - FIRST LEVEL - 40 PSF. L.L. SEPTIC ANL 7RUCTURALENGINEER: E MARESCA � SSOCIATES 1 -1 - F,': f LIVING AREAS 40 PSF. L.L. SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. 188-04 WES WONTAUKHIGHWAY I_ ri l :%F I r-. r %f' - f L CLIP NAILED. FROM HAMPTON E YS, NY 1194E I' _ RAFTER To STUD. - WIND SPEED - 150 MPH Ii( 11`. TYPICAL ALL RAFTERS FIRE AREA SEISMIC DEIGN CATEGORY - B OWNER: H I ! CIL 5 - 8d NAILS EACH END _.._._.__......_I RESIDENCE: X WEATHERING - SEVERE APA RATED PLYWOOD To FROST LINE DEPTH - 36" DAVIDHOF 1AN EXTEND TO TOP OF TOP PROVIDE 8d COMMON 2255THAV 11E PLATE. I EXTERIOR4EDGE OF ALLTERMITE - MODERATE TO HEAVY NEW YORK IY10010 i SHEATHING. TYPE OF CONSTRUCTION DECAY - SLIGHT PH, 91785E 999 I CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REOUIP,ED - )'ES CONSTRUCTION REVISIONS. Jll_11PLE SECTION ASSEMBLY: I 1 4' i HICI: BOLTS @ 2' OC GENERAL NOTES 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY ACCORDANCE WITH THE 2020 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. THIS STRUCTURE HAS BEEN DESIGNED IIJ 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ElIERGY PROJECT ME: PLYWOOD SHEATHING MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. TO OVER LAP BOX BEAM - TOP + BOTTOM. 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL I LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE SHUTTER ASSEMBLY DOUBLE TOP STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. STUDS �16" o.c. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4' DIAMETER. 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AfJD INSURANCE NECESSARY TO PROTECT THE ENGINEER f `F>; VERIFIED BY CONTRACTOR(S) PRIOR TO START OF HURRICANE CLIP USE AND OWNER. CONSTRUCTION AND ORDERING OF MATERIALS. THIS -- - SIMPSON H2.5A 4 - 8d NAILS FOUNDATION HAS BEEN DESIGNED FOR A SOIL 19. DO NOT BACKFI_L AGAINST FOUNDATION WALLS -6>1E'I 6 SIMPSON MST27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. 1 1/2" WIDE - 20 GAGE LESS THAN 5 a. CONTRACTOR SHALL VERIFY THAT PE "_' -'F=' METAL STRAP @48" OC. 20. PROVIDE CARBON MONOXIDE ALARGiIS ON EACH LEVEL II JLf r -; L THESE CON DITION� ARE MET. ALL FILL BENEATH .� NAIL SHEATHING TO BOX BEAM w AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR E AR / CONCRETE SLABS TO BE COMPACTED TO 95� ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. _�•T? -,; ; -i�"'. I_ J � 8d NAILS � 4" O.C. f I RELATIVE DENSITY. 21. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND � / 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE T r SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER ON EACH LEVEL OF DWELLING AS REQUIRED BY - , , ` ` t F NEW YORK STATE BUILDING CODE. I�i _ III1 IF i_�,_ ! I i '_ ' r_: BY TRIPLE UPRIGHTS. ALL HEADERS TO BE >PIN SEE FOUNDATION DWG. MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. (D FOR DESIGN. ��2�. ANY ALTERATION, REPAIR, ADDITION OR CONVEPSION TO 8. PROVIDE FIRESTOPPING AT ALL LEVEL AN EXISTING DWELLING REQUIRING A BUILDING PERMIT WINDOWS - GLAZE® PENT ' PENETRATIONS NOW REQUIRES THAT ALL SLEEPING ROOMS IN THE 9. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED & ® W -El:111D 1: f: CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS INTERCONNECTED SMOKE ALARMS. ,.c_ I ! AND DECKS ETC.. 23. THE NYS CO TP = 1 _I 6..1 I DES ALSO APPLY TO ACCESSORY I_IE -r HOLD DOWN + SHEAR CONNECTION EL, 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. -'L,', 'F-- I' -_ CRITICAL LOAD PATH 11. ARCHITECTNOR ENGINEER IS NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD u NYSBC CHAPTER 12304.9.E FOR THE INSPECTION OR SUPERVISION OF SHALL COMPLY W/ tt I L � �, 1 THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PROJECT A )RESS: IVAfLING SCCCC�HEDUULE_E� FRAMING NOTES 1275 RU -I LANE TAKEN FROM 2020 EDITION INTERNATIONAL RESIDENTIAL CODE 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" SOUTH( .)NY, 11971 DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGES AND 6 d @ 12" o.c. BETTER. f ( INTERMEDIATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES ALL SHEATHING TO BE APA RATED EXPOSURE 1 5/8" ����ti, 11. ALL INTERIOR AND EXTERIOR, FINISHES, FLASHING TO MIN. THICKNESS OR AS NOTED. FtEDAR ------ RAFTER/ P PLATE 3-16d ( NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. gtE cy� CEILING JOIST/TOP PLATE 4-8d (TOE NAILED) ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, '�\NEJEA/VS9 TIC CEILING JOIST/PARALLEL RAFTER 8-16d (FACE NAILED) EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE Z� �G �A ---� PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD W'TH GALVANIZED HURRICANE TYPE A CEILING JOIST LAPS OVER PARTITION 7-16d (FACE NAILED) v ,� , c' -- COLLAR TIE/RAFTER 4-10d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS Y "TECO ' OR APPROVED EQUAL. FOP ,r� � U'JOISTS. B A 0 '* TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE BLOCKIf`JG/RAFTED, 4-8d (TOE NAILED) ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOISTDETOH GIRDER I. RII'vI BOARD/RAFTER 4-16d (END NAILED) WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH ,_ CONNECTIONS. ' �- i 1 e TOP PLATE/TOP PLATE 16d (FACE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A TqT 0443E -: -- TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED) MINIMUM OF 2-2X8 S 13. - ER SHALL BE GEOP.GIA F�FNEV OR AS SHOWN ON DRAWING ALL PRE-ENGINEERED LUMBER I I h� STUD/STUD 2-16d (FACE NAILED) 5. S PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL HEADER/HEADER 16d (FACE NAILED) AND FLOOR BEAMS AS DER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND J ' 100< 0 < 45C TOP or BOTTOM PLATE/STUD 3-16d (END NAILED) @ 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED DRAWNBY: Author mm BOTTOM PLATE/FLOOR JOIST 3-16d (FACE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMI✓1ENDATIONS. WEB DATE 10. 1/20234:29:06PM JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BRIDGING/JOIST 2-10d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMU%1. A SINGLE 1 3/4" SCALE: i P• _I S BLOCKING/JOIST 2-10d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR DRAWINGS :=ETNAME: rj a o BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 7. DOUBLE UP FRAMING JNDER ALL POSTS AND PARALLEL PERIMETERS. HANDLING, STORAGE, AND ERECTION OF LEDGER STRIP/BEAM 4-16d (FACE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS JOIST ON LEDGER/BEAM 3-16d (TOE NAILED) RECOMMENDATIONS. BAND JOIST/JOIST 3-16d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED � WITH RATED GALVANIZED METAL CONNECTORS BY STRU 'TURAL DETAILS BAJD JOIST/SILL or TOP PLATE 3-16d (TOE NAILED) "TECO" OR APPROVED EQUAL. 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" IDIA. 1 PLYWOOD ROOF DECKING 8d @4" O.C. EDGES, @8" O.C. FIELD GALVANIZED MACHINE BOLTS @ 12" O.C.. STRIP SHEATHING 8d (ONE/RAFTER) 9. NAILING SCHEDULE SI-ALL BE AS PER THE N.Y.S. FE PLYWOOD WALL SHEATHING 8d @4" O.C. EDGES, @8" O.C. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO DRAWINGS .ET NO: Ia PLYWOOD SUBFLOOR DECKING 8d @6" O.C. EDGES, @12" O.C. FIELD SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND I • OWNER. BID & PERMIT SET Am700501