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HomeMy WebLinkAbout48429-Z a°f SOUryo�o Town of Southold * * P.O. Box 1179 0 53095 Main Rd uxn a � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46055 Date: 03/24/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 5335 The Long Way East Marion, NY 11939 Sec/Block/Lot: 21.-5-13 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/27/2022 Pursuant to which Building Permit No. 48429 and dated: 10/24/2022 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: Additions and alterations (demo per town definition) including front & rear porches, 2nd Fl balconies, side and rear decks. The certificate is issued to: Levas Fam 2014 Irr Trt , Angela Levas Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 48429 10/24/2024 PLUMBERS CERTIFICATION: 4orize(Ugnature X� TOWN OF SOUTHOLD �o�g11FF0(�coGy� BUILDING DEPARTMENT AMENDMENT TOWN CLERKS OFFICE �a o • SOUTHOLD, NY —rt 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#: 48429 Date: 10/24/2022 Permission is hereby granted to: Levas Fam 2014 Irr Trt 41 William St Glen Head, NY 11545 To: Construct additions and alterations (town definition of a demo) to existing single family dwelling as applied for, with certification of sanitary system. Legalize as-built deck addition. 3-12024 AMEND P mre it`to include reconstruction of deck as applied for with Trustee approval. At premises located at: 5335 The Long Way, East Marion SCTM #473889 Sec/Block/Lot# 21.-5-13 Pursuant to application dated 7/27/2022 and approved by the Building Inspector. To expire on 4/24/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $548.80 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,525.20 CO-ADDITION TO DWELLING $50.00 ELECTRIC $250.00 AMENDMENT TO�ERMIT $333.50, To al: $2,707.50 Building Inspector �o�guFFQ( Gy TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy o�A? 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#: 48429 Date: 10/24/2022 Permission is hereby granted to: Levas Fam 2014 Irr Trt 41 William St Glen Head, NY 11545 To: Construct additions and alterations (town definition of a demo) to existing single family dwelling as applied for, with certification 'of sanitary system. Legalize as-built deck addition. At premises located at: 5335 The Long Way, East Marion SCTM #473889 Sec/Block/Lot# 21.-5-13 Pursuant to application dated 7/27/2022 and approved by the Building Inspector. To expire on 4/24/2024. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $548.80 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,525.20 CO-ADDITION TO DWELLING $50.00 Total: $2,124.00 Building Inspector J 50!/l�,olo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Southold,NY 11971-0959 Oly� � �o. sean.devlina-town.southold.ny.us COUNTY, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Levas Farm 2014 Irr Trt Address: 5335 The Long Way city:East Marion st: NY zip: 11939 Building Permit#: 48429 Section: 21 Block: 5 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: G&S Electric License No: 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 300A Heat Duplec Recpt 50 Ceiling Fixtures 11 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 15 Wall Fixtures 13 Smoke Detectors 4 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 86 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 5 Combo Smoke/CO 3 Transfer Switch UC Lights 11 Dryer Recpt 30A Emergency Strobe Heat Detectors 1 Disconnect 2 Switches 55 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Oven, DW, Hood, W/D, (2)150A Panel 30 Circuits / 18 Used (6)115ARC (6) 120Combo (4) 120ARC Fault Breakers Notes: Two Story w/ Unfinished Basement Inspector Signature: Date: October 24, 2024 Copy i o�ospFFot,��oG Town Hall Annex yam► Telephone(631)765-1802 54375 Main Road a 1 P. O. Box 1179 N Southold, NY 11971-0959 .4o� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: a�3f�2Q� Building Permit No. J71� �� Owner: MQ&A 01n r Iv1�1J �i,� (Please print) Plumber: ��11��d lfl U mk(j 0CQ C (Please print) I certify that the solder used in the water supply system stem contains less than 2/10 of 1% lead. f l (Plumbers Signature) Sworn to before me this day of rj 1x.- 20 -)A ••.gym"plot.,., •,.••��FSR CUR, ��,.� �.••STATE �� '••?G�'' i *S OF NEW YORK NOTARY PUBLIC 1 Notary Public, `, ,f:U1L County Q"ally in :N o Suffolk county z 01CU6397181 ; o EXPIV 1 ' r - jf SO(¢yo� �✓ # TOWN OF SOUTHOLD BUILDING DEPT. `yco 631-765-1802 INSPECTION [ FOUNDATION 1ST f::�041 [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [_ ] PRE C/O [ ]' RENTAL "REARKS: ILI O a DATE INSPECTOR OF SOUIho� f TOWN OF SOUTHOLD BUILDING DEPT. y 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL` REMARKS: Da1M �- DATE �"��� 0�3 INSPECTOR �o,*OE SOUIy�� f # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ qo*RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL - REMARKS: Do OgL elon,-6-vt, I;L�,Jzt5 ao vo� DATE ��a/�.��' INSPECTOR SOUTh�� . TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 631-765-1802 INSPEC 'ON [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] PRE C/O [ ] RENTAL EM RKS: 1� C� HA& j �, :n�2 DATE Y INSPECTOR �o�aOF SOUTh°� # TOWN OF SOUTHOLD BUILDING DEPT. Comm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ��al-ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Ger T DATE INSPECTOR 1 UP SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 631-765-1802 g INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE ARKS: lyx . DATE INSPECTOR OF so0lyolo L Lf 2j c7 Z-� - — * TOWN OF SOUTHOLD BUILDING DEPT. ^ourm e�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] 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: �— DATE (P INSPECTOR apF SO(lTh°lo # # TOWN OF SOUTHOLD BUILDING DEPT. courm1 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [v�/IN SULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 VL5uIA,+,6-yi. -, - 0 — -172 G,oy&re- G --►26 SDI�Q„rZ. t�2 v "� Y, DATE INSPECTOR SOUTyO� U G; � z � N # TOW- OF OUTHOLD BUILDING DEPT. coormN�''� 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 [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: J bry "I DATE' . 90 INSPECTOR 1 �a rF SOUTyOIo / * # TOWN OF.SOUTHOLD BUILDING DEPT. cooHn��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ . ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [/FINAL QL,4t a//7W [ ] FIREPLACE & CHIMNEY [ ]' FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ . ] 'ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE .VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: u A/lahva� �eih DATE / --2 - INSPECTOR FREDERICK 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 ROBER52 NOYACK PATH, WATER MILL. NY 119'16 WEBER Neberarchitectsyahoo.com 631 '154-5555 ARCHITECT October 3,2022 Re: Sanitary System Certification Angela Levas 5335 The Long Way,East Marion,NY SCTM## 1000-21-05-13 Southold Building Department: I had the covers for the existing sanitary system removed and the system pumped out by Coastline Cesspool&Drain of Cutchogue,New York. The system met the requirements for a 3-4 bedroom house with a precast rectangular septic tank and a precast 8' diameter x 12' deep leaching pool. The system is all in good working order. Please contact me with any questioyou. Cr �G R. Ve truly your , a o< ij, iL Frederick R. Weber,Archite ��- OF ME- HQM E E N E RG Y Load Short Form Job: 5335 The Long Way S O 1-U T t o N S Date: 07/06/2022 Whole House By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3Qgmail.com Web:www.home-energysoluflons.com Project • • For: Levas Residence 5335 The Long Way, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db(OF) 15 85 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(OF) 57 10 Fireplaces 1 (Loose) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 32 38 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (flz) (Btuh) (Btuh) (cfm) (cfm) AH#1 1949 23884 18624 967 967 AH#2 1466 19555 11292 600 600 Whole House 3415 43438 29916 1567 1567 Other equip loads 11662 2113 Equip. @ 0.90 RSM 28954 Latent cooling 5462 TOTALS I 3415 I 55100 I 34416 I 1567 I 1567 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. °w rigttt8mft° 2022-Jul-06 16:22:24 RightSuite®Universal 2021 21.0.08 RSU25299 Page l / + ...Man-IS-D_The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S I-I@M E ENERGY Load Short Form Job: 5335The Long Way S 0 L Lt T 1 ON S Date: 07/06/2022 AH #1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.hom"nergysolutons.com Project • • For: Levas Residence 5335 The Long Way, East Marion, NY 11939 Design • • Htg Clg Infiltration Outside db(OF) 15 85 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(OF) 57 10 Fireplaces 1 (Loose) Daily range - L Inside humidity(%} 35 50 Moisture difference(gr/lb) 32 38 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model EVG 110 Cond RA1630AJlNB AHRI ref 10511533 Coil RH1T3617STANJA AHRI ref 7941343 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 110000 Btuh Sensible cooling 20300 Btuh Heating output 101000 Btuh Latent cooling 8700 Btuh Temperature rise 95 OF Total cooling 29000 Btuh Actual air flow 967 cfm Actual air flow 967 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0,70 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Dining Room 225 3395 2177 137 113 Living Room 341 3635 2650 147 138 Bedroom 2 189 3004 1564 122 81 Bath 68 645 375 26 19 Hall 101 0 0 0 0 Bedroom 1 189 2549 1512 103 79 PWDR 36 590 241 24 12 Entry 75 1749 837 71 43 Foyer 68 0 0 0 0 Stairs 1 68 0 0 0 0 Family Room 323 7092 5819 287 302 Kitchen 269 1225 3450 50 179 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigfhtsoft, 2022-Jul-06 16:22:24 a 11..M•..--_c..,.., Right-Suite®Universal 2021 21.0.08 RSU25299 Paget / ...Man-J-S-D The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S AH#1 1949 23884 18624 967 967 Other equip loads 7470 1354 Equip. @ 0.90 RSM 18060 Latent cooling 6622 TOTALS l 1949 I 31354 I 24682 l 967 I 967 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrightsoft, 2022-Jul-06 16:22:24 ^�+ .rn,.,. :q. Right-Suite®Universal 2021 21.0.08 RSU25299 Page 3 t1C+CA ...Man.is-D The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S H@M E ENERGY Load Short Form Job: 5335 The Long Way SOLUTIONS Date: 07/06/2022 AH #2 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysoluUons.com Project • • For: Levas Residence 5335 The Long Way, East Marion, NY 11939 Design Information Htg CIg Infiltration Outside db(°F) 15 85 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 57 10 Fireplaces 1 (Loose) Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/lb) 32 38 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model EVG 110 Cond RA1618AJlNB AHRI ref 10511533 Coil RH1T2417STANJA AHRI ref 7940565 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 110000 Btuh Sensible cooling 12600 Btuh Heating output 101000 Btuh Latent cooling 5400 Btuh Temperature rise 153 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.031 cfm/Btuh Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0,50 in H2O Space thermostat Load sensible heat ratio 0.77 ROOM NAME Area Htg load Cig load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bedroom 4 297 4954 4509 152 240 OTB 333 3156 953 97 51 Bedroom 3 323 5522 2919 169 155 Bath 3 86 1567 697 48 37 Closet 49 0 0 0 0 Stairs 2 63 743 325 23 17 Loft 153 2078 1130 64 60 Bath 4 87 1534 759 47 40 Hall 2 75 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41- wrigtrl soft" 2022-Jul-0616:22:24 .» •r..»-.h..� .7 Right-Suite@ Universal202121.0.08 RSU25299 Page 4 HuC+fti ...Man-JS-D_The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S AH#2 1466 19555 11292 600 600 Other equip loads 4191 759 Equip. @ 0.90 RSM 10895 Latent cooling 3596 TOTALS l 1466 l 23746 l 14491 I 600 l 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightgoW 2022-Jul-06 16:22:24 Right-Suite®Universal2021 21.0.08 RSU25299 Pages ...Man-JS-D The Long Way_5335 Levas Residence.rup Calc=MJ8 Front Door faces: S N Foundation Mechanical Legend -�--1 Sheet Metal Supply Trunk /-m-— ———r/ Sheet Metal Return Trunk •..A..�.0�. I Flex Duct. IR ' Supply Grille(Register _ GrilleiReOster Above Wall Grille/Register Existing BSMT 2 5 4„ Existing BSMT" 4" 5„ 5 New Basemen Ret Riser 18 x 10 14 x 10 18 x 10 5° Mech 6 x 10 11x10 10 6„ I 6x10 6x10 14x 10 4" 9 Sup Riser Ret Riser 14x10 11x10 5„ I 5" 6„ BSMT Stairs 511 Ret Riser 14 x 10 5" LNewwrawl BSMT Close BSMT Bath Garage 5" Job#: 5335 The Long Way Home Energy Solutions Scale: 1 :96 Performed by Marvin Murillo for: Page 1 Levas Residence g 5335 The Long Way 187 E.Main St Right-SuiteO Universal 2021 East Marion,NY 11939 Huntington,NY 11743 21.0.08 RSU25299 Phone:631-673-0664 2022-Jul-0616:22:41 www.home-energysolutions.com GDLaMay3@gmail,com ...ong Way_5335_Levas Residences... N 1st Floor Mechanical Legend �-- -,I Sheet Wtal Supply Trunk -- # Sheet Metal Retum Trunk Flex Duct _ SupplyGrille{Register _ GrillelRegister Above I Wall GOPORegister ®—69 cfm 37 cfm 37 cfm 61 cfm .61 cfin Bedroom 2 Dining Room Living Room 69 cfm Ret Riser 11x10 11x10 Bath 428 cfm T Hall 26 cfm--N Kitchen ®-179 cfm Foyei Stairs 1 Ret Riser -14 x 10 Bedroom 1 553 cfm Entry PWDR 71 cfm, �24 cfm 103 cfm 14 x 10 1 1 Family Roon r0-- rn 76 cfm- met-76 cfm me---76 cfm Job#: 5335 The Long Way Home Energy Solutions Scale: 1 :96 Performed by Marvin Murillo for: Page 2 Levas Residence 187 E.Main St Right-Suite@ Universal 2021 5335 The Long Way Huntington,NY 117,43 21.0.08 RSU25299 East Marion,NY 11939 Phone:631-673-0664 2022-Jui-0616:22:41 www.home-energysolutions.com GDL'aMay3@gmail.com ...ong Way_5335_Levas Residence.r... 2nd Floor Mechanical Legend --- -- -- - Sheet Metal Supply Trunk j- —--—— ---- 1 Sheet hletat Return Front{ �.-. .f..f .� _. _Flex Duct I� i z Supply Gd1lelRegister w Grille/Register Above Wall Grille/Register 48 cfm 4 48 cfm 6" F20 cfm 85 cfm OTB Bedroom 4 411 Bedroom 3 120 cfin 600 cfm 8 x 10 6 x 10 6 85 cfm U6x 10 Hall 2 1 r T F-1- 6x10 5 " 12x10 Bath 3 Bath 4 64 cfm 4" 4" 16, Stairs 2 48 cfm 47 cfm Lott Op 23 cfm 4" Closet I Job#: 5335 The Long Way Home Energy Solutions Scale: 1 : 96 Performed by Marvin Murillo for: Page 3 Levas Residence g 187 E.Main St RightSuite®Universal 2021 5335 The Long Way East Marion,NY 11939 Huntington,NY 11743 21.0.08 RSU25299 Phone:631-673-0664 2022-Jul-0616:22:41 www.home-energytoiutions.com GDLaMay3@gmaii.com ong Way_5335_Levas Residence.r... KSM E ENERGY Manual S Compliance Report Job: 5335The Long Way SOLUTIONS Date: 07/06/2022 AH #1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • • i For: Levas Residence 5335 The Long Way, East Marion, NY 11939 Cooling Equipment Design Conditions Outdoor design DB: 85.4°F Sensible gain: 19977 Btuh Entering coil DB: 76.3°F Outdoor design WB: 73.0°F Latent gain: 6622 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0*F Total gain: 26600 Btuh Indoor RH: 50% Estimated airflow: 967 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1630AJ1NB+RH1T3617STANJA Actual airflow: 967 cfm Sensible capacity: 24332 Btuh 122%of load Latent capacity: 5140 Btuh 78%of load Total capacity: 29472 Btuh 111%of load SHR: 83% Heating Equipment Design Conditions Outdoor design DB: 14.6°F Heat loss: 31354 Btuh Entering coil DB: 64.7°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: EVG 110 Actual airflow: 967 cfm Output capacity: 101000 Btuh 322%of load Meets all requirements of ACCA Manual S. a. _di-wr ightsoft� 2022-Jul-06 16:22:24 T�,`SD"...he_L.`Z..� Right-Suite@ Universal 2021 21.0.08 RSU25299 Page 1 +� ...Man-1S-D_The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S R@M E ]ENERGY Manual S Compliance Report Job: 5335 The Long Way SOLUTIONS Date: 07/06/2022 AH #2 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:www.home-energysolutions.com Project • • For: Levas Residence 5335 The Long Way, East Marion, NY 11939 Cooling Equipment Design Conditions Outdoor design DB: 85.4°F Sensible gain: 12052 Btuh Entering coil DB: 76.2°F Outdoor design WB: 73.0°F Latent gain: 3596 Btuh Entering coil WB: 64.1°F Indoor design DB: 75.07 Total gain: 15648 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NB+RH1T2417STANJA Actual airflow: 600 cfm Sensible capacity: 16917 Btuh 140%of load Latent capacity: 2253 Btuh 63%of load Total capacity: 19171 Btuh 123%of load SHR: 88% Heating Equipment Design Conditions Outdoor design DB: 14.6°F Heat loss: 23746 Btuh Entering coil DB: 65.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: Weil-McClain Model: EVG 110 Actual airflow: 600 cfm Output capacity: 101000 Btuh 425%of load Meets all requirements of ACCA Manual S. w ightsoft- 2022-Jul-0616:22:24 Right-Suite@ Universal 2021 21.0.08 RSU25299 Page �+� ...Man-J-S-D_The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S H®M E ENERGY Duct System Summary Job: 5335 The Long Way S a L u'r I o N c Date: 07/0612022 AH #1 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:wm.home-energysoludons.com Project • • For: Levas Residence 5335 The Long Way, East Marion, NY 11939 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.36 in H2O 0.36 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply/return available pressure 0.174/0.166 in H2O 0.174/0.166 in H2O Lowest friction rate 0.075 in/100ft 0.075 in/100ft Actual air flow 967 cfm 967 cfm Total effective length(TEL) 456 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath h 645 26 19 0.101 4.0 Ox0 VIFx 20.0 152.0 st3B Bedroom 1 h 2549 103 79 0.095 6.0 Ox 0 VIFx 29.0 155.0 st3 . Bedroom 2 h 1502 61 41 0.096 5.0 Ox 0 VIFx 16.5 165.0 st3 Bedroom 2-B h 1502 61 41 0.086 5.0 Ox 0 VIFx 27.5 175.0 st3A Dining Room h 1697 69 57 0.075 5.0 Ox 0 VIFx 48.5 185.0 st2A Dining Room-A h 1697 69 57 0.095 5.0 Ox 0 VIFx 41.0 142.0 st26 Entry h 1749 71 43 0.079 5.0 Ox 0 VIFx 34.0 185.0 st2 Family Room C 1455 72 76 0.078 5.0 Ox 0 VIFx 64.5 160.0 st2 Family Room-A c 1455 72 76 0.075 5.0 Ox 0 VI Fx 63.0 170.0 st2 Family Room-B c 1455 72 76 0.078 5.0 Ox 0 VIFx 54.0 170.0 st2 Family Room-C C 1455 72 76 0.080 5.0 Ox 0 VI Fx 43.5 175.0 st2 Kitchen C 3450 50 179 0.079 9.0 Ox 0 VIFx 46.0 175.0 st2A Living Room h 909 37 34 0.082 4.0 Ox 0 VIFx 33.0 180.0 st2 Living Room-A h 662 37 34 0 0 Ox 0 VIFx 0 0 Living Room-B h 662 37 34 0 0 Ox 0 VIFx 0 0 Living Room-C h 909 37 34 0.086 4.0 Ox 0 VIFx 18.5 185.0 st2 PWDR h 590 24 12 0.078 4.0 Ox 0 VIFx 32.5 190.0 st2 r wrig1'1tsoft- 2022-Jul-0616:22:24 .. ..,.,d...., Right-Suite@ Universal 2021 21.0.08 RSU25299 Pagel �+� ...Man-J'` D_The Long Zy5335_Levas Residence.rup Cale=MJ8 Front Door faces: S Supply Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st2 Peak AVF 642 719 0.075 740 12.9 10 x 14 ShtMetl st3 Peak AVF 251 179 0.086 602 8.5 10 x 6 ShtMetl st3A Peak AVF 87 60 0.086 209 5.7 10 x 6 ShtMetl st3 st3B Peak AVF 26 19 0.101 63 3.5 10 x 6 ShtMetl st3A st2A Peak AVF 187 292 0.075 701 9.2 10 x 6 ShtMetl st2 st2B Peak AVF 69 57 0.095 350 6.0 0 x 0 ShtMetl st2A Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Mail Trunk rb1 Ox 0 465 553 222.5 0.075 568 11.7 10x 14 ShMt rt2 rb2 Ox 0 428 346 200.0 0.083 561 10.4 10x 11 ShMt r12 Return Trunk Detail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt2 Peak AVF 893 898 0.075 719 14.0 10 x 18 ShtMetl C ids lrightso`v 2022-Jul-08 16:22:24 .�. F ��., Right-Suite®Universal2021 21.0.08 RSU25299 Paget ...Man-J-S-D The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S 1- QM E >E N F 1tGY Duct System Summary Job: 5335 The Long Way SOLUTIONS Date: 07/06/2022 AH #2 By: Marvin Murillo Home Energy Solutions 187 E.Main St,Huntington,NY 11743 Phone:631-673-0664 Email:GDLaMay3@gmail.com Web:vwvw.home-energyso]uUons.com Project Information For: Levas Residence 5335 The Long Way, East Marion, NY 11939 Heating Cooling External static.pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.26 in H2O 0.26 in H2O Available static pressure 0.24 in H2O 0.24 in H2O Supply/return available pressure 0.177/0.063 in H2O 0.177/0.063 in H2O Lowest friction rate 0.068 in/100ft 0.068 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 352 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Bath 3 h 1567 48 37 0.070 4.0 Ox 0 VIFx 22.1 230.0 st4A Bath 4 h 1534 47 40 0.068 4.0 Ox 0 VIFx 29.1 230.0 st5A Bedroom 3 h 2761 85 78 0.076 6.0 Ox 0 VIFx 33.3 200.0 st4 Bedroom 3-A h 2761 85 78 0.073 6.0 Ox 0 VIFx 22.4 220.0 st4A Bedroom 4 c 2255 76 120 0.072 7.0 Ox 0 VIFx 34.4 210.0 sty Bedroom 4-A c 2255 76 120 0.072 7.0 Ox 0 VIFx 26.3 220.0 st5A Lost h 2078 64 60 0.085 5.0 Ox0 VIFx 13.5 195.0 st5 OTB h 1578 48 25 0.073 4.0 Ox0 VIFx 20.9 220.0 st5 OTB-A h 1578 48 25 0.076 4.0 Ox0 VIFx 19.0 215.0 st4 Stairs 2 h 743 23 17 0.080 4.0 Ox 0 VIFx 15.0 205.0 st4 Supply Trunk Detail • - Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 289 235 0.070 693 9.3 10 x 6 ShtMetl st1 st4A Peak AVF 133 115 0.070 319 7.0 10 x 6 ShtMetl st4 st5A Peak AVF 123 160 0.068 384 7.5 10 x 6 ShtMetl st5 st5 Peak AVF 311 365 0.068 657 10.2 10 x 8 ShtMetl st1 st1 Peak AVF 600 600 0.068 720 12.3 10 x 12 ShtMetl wrilghtsof 2022-Jul-06 16:22:24 ^ti Right-Suite®Universal 2021 21.0.08 RSU25299 Page Arm ...Man-I-S-D_The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Mat Trunk rb3 Ox0 600 600 92.6 0.068 430 16.0 Ox 0 VIFx wrig oft$ 2022Jul-0616:22:24 Right-Suite®Universal2021 21.0.08 RSU25299 Page / +�+ ...ManJS-D_The Long Way_5335_Levas Residence.rup Calc=MJ8 Front Door faces: S i 7:. i x 4 i, t Y i O C 2 4 2024 t,i 6 7 :L Building Envelope -and Duct Tightness Report 2018JECC as amended by,the 2020'.New York State Supplement,sections•R402.4.1'.2 and R403.3.4' Address of Test'533SThe Long Way Ln,East Marion,NY 11939 Test.Date 9/25/2024 Building PermitMA8429, ;,Compliance Pathway. Performance Test Completed by,: Christopher°Silvia `' �. I -RESNET Rater ID# 4150294 Home�Energy Solution • r NATE.ID# 1�87•East'Main.Street DEC g- 2024 .1 ICC ID# Huntington,NY-1.17431. BPI.# 631-673=06,64 Building Envelove Tightness Volume Calculation: Check if- Floor Area. Volume Conditioned Basement Basement 1494 12226 -Conditioned:Crawl Space lse Sealed-Attic 1940' 1765;7 2rd 1'084' 12266. *The conditioned floor area of dwelling�is calculated'in 3` accordance With,ANSI Z765,.except that conditioned floor Attic- 8174_ area-includes areas where the,ceiling height is'less than 5 Total.-Volume 50320`' ft. CFM @501.pa F2;471.40 Air changes/hr@50 pa :Code Compliance: Pass - Duct Tightness:= Post-Construction:Test-Total Duct Leakage System4:,Within Condition Space Duct Location Conditioned Space . ." Floor Area Leakage CFM:@-25pa.n/a CFM/100- ft, CFA n/a CodeCompliance: Exempt System-2; Within Condition Space Duct Location Conditione&Space floor Area Leakage, CFM'@ 25pa n/a CFM/100 _ftZ CFA"n/a Code Compliance: Exempt System-3: Duct Location + - Floor Area Leakage CFM,@@250A CFM/100 'ftZ:CFA Code Compliance: All`building envelope tightness has been.verified.ai d°.eonducted.in accordance with RESNET/ICC 380.ASTM E779 or,ASTM E1827,as required_.by,2018AECC,as:amencled:by;the 20zOJNEw York State Supplement, section R402.4:1.2. The.building.duct andplenum system"has been-verifie&as required byrthe 2018:IECGas,-amended`by 2020 New York State Supplement,Section R403.3.4. J 1• -. ' �1 Signature: Date: 9/25/2024 Ctiristoplter,SilviarIioe Energy.Solutions, I 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 27.00 Below-Grade Wall 24.00 Floor 19.00 Ceiling / Roof 42.00 Ductwork(unconditioned spaces)- Glass D. . Window 0.30 0.30 Door 0.20 Cooling,Heating & Heating`System• Cooling System: Water Heater: Name: /' Date: Comments 4 FIELD INSPECTION REPORT PATE COMMENTS FOUNDATION(1ST) AVOW .00 p "3 a C FOUNDATION (2ND) l r 1 .4 S vG r V1 o � �IL GE' 41'rI LVG O_ USC• b.ecje- - .jv n-o k H 2us Too ,Y1. �. . ROUGH FRAMING& -��lA,•��. PLUMBING �a11t�1"v pMa S �ly t Wk. cr r INSULATION PER N.Y. 2 II 6� �� H STATE ENERGY CODE A k l (n C e Foa QU,, ti a•/�a �ocv� �o �� Ail�cnu s � . uje4 i` eo-k l /lokz-y&L 6y; FINAL W pajS Aol ' i n d VJe- S74 Skv s Ae All w1; ows o(oo25 i►n •a o% 2 0 � ADDITIONAL COMMENTS ! q-. coo 44 G #110 � o t 3 &I-ecdric, foZSo.op rLc I•a� 3 �u✓e - d+�i 6 �����2 ,� Q�,orls�ev � o� o%.�il�-. �33 •Sb �s � 0 • R`f • 2-4 v-G S covet- Sw) � a ►o N N � H C �7 ro H o�SUFFOl,t�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT s= Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 bZs://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector:, ® JUL 2 7 2022 LR Applications,and forms must be;filled out m their entirety;Incomplete 3OWN01+SOVTNOLD applicationswill not be accepted-.'Where'the AppLcant`Is not the owner,an ` Owner'S Authorza#ion form{Page 2}shall be completed:, f Date:OWNER(S);OF PROPERTY fl Name: SCTM#1000- 21-. -r��- Project Address5—;55-1-� W �� —T � 9 Phone# /���_ ' � .��'�(_ Email: 'Y�--C, ,1CJ�0e�,t_� Mailing Address: CONTACT°i�ERSON Name: Mailing Address: Phone# � 1 `4 �J_�c�'� Email: DESIGNPROFESSIONALINF.ORMATION Name: Mailing Address_-. '(_._ � Phone#: ���-- _.�. Email:, ? CONTRACTOR INFORMATION: Name: ___.__...,......_ ____ k /—--._ _ _ Mailing Address: Phone#: U-`�� Email Y�j� r rcotiu G{o DESCRIPTION OF PROPOSED�CONSTRUCTION El New Structure >K4ddition %Iteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ r?� Will the lot be re-graded? ❑YesXV0 _ Will excess fill be removed from premises? ❑Yes Xlo 1 PROPERTY INFORMATION property: � Existing use of .. .. �..r��+�"►e��ni�,._ ..._a,._�� Intended use of property:_,V„_.....,.�.._.�_..m,_._..,.__.__..-..e._.__....._.._.._.._.�....�_.,.....�._._._.._...�._..m._.._._...._. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes>g�o IF YES, PROVIDE A COPY. ❑.Check.Box After Reading ,The owner/,contractor/design professional is responsible for all drainage and storm water issue"s as provided by.`._ Chapter 236 of the Town Code:-'APPLICATION IS HEREBY.MADE to the186ildini epartment for the issuance of a Building Peimit pursuant to the Building.Zorie Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of,buildings-, additions,alterations or for removal or.demolition as herein described.The appiicant agrees tocomplY with all applicable laws,ordinances,building code, ` "housing"code and regulations,and to admit authorized inspectors on premises and in building(s)'1`or neicessarY inspections.False statements made'herein'are punishable as a Class A misdemeanor pursuant to Section 210.45 of the`New York State Penal Law; Application Submitted By(p t m le'r,, ( uthorized Agent ❑Owner Signature of Applicant: Date: tL_ 0 STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 2-1 day of J ll � . _ '202� ae Notary Public =�YPRQPERTY ABBATE tate of New York PROPERTY OWNER AUTHORIZATION 6269204uffolk Cou�nnty (Where the applicant is not the owner) ires 1 1WNA residing at (4( W I l i w, ':1f V P_ do hereby authorize RtcygyC' W146uo to,apply on my beh If to the To Southold Building Department for approval as described herein. �P I 7 -Own is i Date Ac gc4ou Print Owner's Name 2 1 Glenn Goldsmith, President so Town Hall Annex ®A. Nicholas Krupski,Vice President �® �® 54375 Route 25P.O. Box 1179 Eric Sepenoski F�B Southold,New York 11971 Liz Gillooly Elizabeth Peeples ® Telephone(631) 765 1892 Fax(631) 765-6641 o BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10531A Date of Receipt of Application: January 31, 2024 Applicant: Levas Family 2014 Irrevocable Trust, c/o Angela Levas SCTM#: 1000-21-5-13 Project Location: 53,35 The Long Way, East Marion Date of Resolution/Issuance: February 14, 2024 Date of Expiration: February 14, 2027 Reviewed by: Board of Trustees Project Description: For the as-built reconstruction of the existing 667sq.ft. deck with 110sq.ft. of steps to ground, 24 linear feet of cable rail, and 10 linear feet of handrails. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Frederick Robert Weber, Architect, received on January 31, 2024, and stamped approved on February 14, 2024. Special Conditions: None. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President 'QF SD(/�� Town Hall Annex ® 54375 Route 25 A.Nicholas Krupski,Vice President P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly va Elizabeth Peeples � � �, Telephone(631) 766-1892 Fax(631)765-6641 C4UM'1,� BOARD OF TOWN TRUSTEES - TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE #2189 C Date: October 28,2024 TARS CERTIFIES that the as-built reconstruction of the existing 667sq.ft.deck with 110sq.ft. of steps to ground,24 linear feet of cable rail,and 10 linear feet of handrails. At 5335 The Long Way,East Marion Suffolk County Tax Map#1000-21-5-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 31,2024 pursuant to which Trustees Administrative Permit#10531A Dated February 14,2024,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the as-built reconstruction of the existins 667sq.ft.deck with 110sq ft of steps to ground 24 linear feet of cable rail and 10 linear feet of handrails. The certificate is issued to LEVAS FAMILY 2014 IRREVOCABLE TRUST,c/o ANGELA LEVAS owners of the aforesaid property. o Authorized Signature f �OgOFFO(,�co �O Gy BUILDING DEPARTMENT-Electrical Inspector o. TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 G45 O�� Telephone(631) 765-1802 p Ol �a Temporary Certificate # D Date v 2023 Customer Name Electrician Name S Address •y3s ' ` Phone 4:. e-mail e-mail &SI&41 Q a l. 66Y" Phone 51& - 6-7 p%19 License# 6"7 5 . 6 Size A Phase - Overhead Underground #of Meters Remarks #of Underground Laterals, 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service N 6j Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by c BUILDING DEPARTMENT•Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex,- 54375 Main Road - PO Box 1179 C''' Southold, New York 11971-0959 ' Telephone (631) 765-1802 - FAX (631) 765-950 ' ro- a TA-southol Row IRV ov seandCcr�southold town ny.Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN #�-M OATION (Ail information Required) Date: Company Name: lectrician's Name: t'o G License No.: �"� Elec. email: ��' 1� y( Elec. Phone No: ! SZ-t � 0I request an email copy of Ceitificate of Compliance Elec.Address.:-, f' '' -SITE oR TIM (All information Required) Name: �� S Address: S3 3 Cross Street: a Phone No.: '<J to g _ ya 9 email: Bldg.Permit M Block: Lot: 1'000 Section: Tax Map District: SRI-F DESCRfPTtON OF WORK, INCLItIJE SQUARE FOOTAGE (Please Print Clearly): Square;Eoe: Circle-AR That-ApPW- I final Is job ready for inspection?: YES M NO ❑Rough ❑ , YES Q NO Issued OnDo you need a Temp Certificate.: g 7e> � (All information required) Service Size.R1 Ph❑3 Ph Size: p fl A # Meters�_ Old Meter# New Service[]Fire Reconnect[]Flood Reconnect[]Service Reconnect nderground erhead # Unde ,ound Laterals 1 2 H Frame Pole Work done on Service? Y Ac4tl 4izal information ,6 PAYMEAiT D €W T .AP LICAT - r t c. 3 P-4 4'KV) PERMIT N Address: Switches ' r Outlets i GFI's rs Surface / (, Sconces H H's UC Lts U L Fans Fridge HW Exhaust N Oven 09 a�— W1D — L� 3 Smokes DW Mini -arbon Micro Generator -ombo Cooktop Transfer \C 1►n\ AH Hood Service l Z 1 Z Amps Have Usec ,penal: :omments -- c l �T Town Hall Annex �,, Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 ti r` Southold, NY 11971-0959 , 41 -� BUILDING DEPARTMENT NOTICE OF-UTILIZATION OF-TRUS_S-TYP.'E PRE -ENGINEERED., - WOOD CONSTRUCTION ANDYOR TIMBER"CONSTRUCTION.- Date _ Zt(_k ( U0, Owner: /'waQ La Location of Property. W.. Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial o residential tructure Rehabilitation to an existing commercial r residentia structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) �4LSignature:_ __. _ -------- Name (person submitting this form): '6ZWw4cr,- Capacity(check applicable line): Owner Owner representative TrussReg15.doex Effective 1/1/2015 FREDERICK 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 ROBERT 52 NOYACK PATH, WATER MILL, NY 11916 WEBER Pweberarchitectsyahoo.com 631 154-5555 ARCHITECT October 12, 2022 Angela Levas 5335 The Long Way,East Marion,NY SCTM# 1000-21-05-13 Southold Building Department: Attention:Nancy Dwyer I am submitting a sanitary system"Certification" and some revised drawings which describe the deck structure. Please contact me with any questions. Thank you. Ve truly o s, Frederick R. Weber, Architect rT Oar 1 2 2022 Y LLi TOti. FREDERICK 41 EAST MAPLE ROAD, GREENLAWN, NY 11140 ROBERT 52 NOYACK PATH. WATER MILL, NY 11916 WEBER Neberarchitectsyahoo.com 631 154-5555 ARCHITECT October 20,2022 Angela Levas 5335 The Long Way,East Marion,NY SCTM# 1000-21-05-13 Southold Building Department: Attention:Nancy Dwyer I am submitting a revised foundation plan showing a basement egress window. Please contact me with any questions. Thank you. V ly o s, F ederick R. Weber, Architect L OCT 2 1 .2022 Meyer, Nancy From: Meyer, Nancy Sent: Tuesday, November 21, 2023 3:36 PM To: 'Frederick Weber' Subject: Levas I Hi Fred, Just a follow up to our phone call..since the deck will require Trustees approval, an updated survey with accurate offsets to the top of bluff. If any portion of it ends up closer than 100 feet,then we would have to send it to-zoning as well. That's why it was very important that the original deck remain as existing, but unfortunately structure didn't allow for that. If you give us a building permit application for the deck being new,we can separate this as its own permit to allow for the work on the house to continue while addressing the issues the deck(may) have. If you have any questions,feel free to reach back out to us. Thank you, Nancy JVavcy Meyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i Meyer, Nancy From: Meyer, Nancy Sent: Thursday, February 27, 2025 3:32 PM To: 'angelalevas@aol.com' Subject: RE: Final Inspection/CO next- 5335 The.Long Way, East Marion NY Attachments: other.JPG Thank you Angela. Just a couple of things-and I'm attaching a marked up photo- The certificate which I circled,that is the blower door test result which I do need here in the office. The placard which I pointed to,that needs to be installed outside on the electric meter, not the electric panel as shown here. (It's the meter which the electric company periodically comes and reads for usage.) Then lastly,you do have to provide the storm shutters for the windows and doors... photos of them on site is sufficient. Let me know if you or your builder have any questions. Thank you, Nancy From:angelalevas@aol.com <angelalevas,@aol.com> Sent:Tuesday, February 25, 2025 1:26 PM To: Meyer, Nancy<nancym@southoldtownny.gov> Subject: Fw: Final Inspection/CO next-5335 The Long Way, East Marion NY Nancy As discussed, I am enclosing the pictures of the open items received from the final inspection. Kindly, let me know if I can now start requesting the updated Certificate of Occupancy and as always thank you for your work . It has been essential to building a beautiful home. Kindly confirm you received this email. if you did, can I start the CO process now? On Thursday, December 19, 2024 at 01:48:50 PM EST, Meyer, Nancy <nancymCc)-southoldtownny.gov>wrote: Received, thank you. From: angelalevas(a)-aol.com <angelalevasa-aol.com> Sent: Thursday, December 19, 2024 1:07 PM i B AL ---------------------i---------- -- i-----------------------i DECK NOTES: FREDERICK Ir------------------ L ---I r--------------------� I I I Ewaung Plante. i t____------ 43'_b•1 Exutmg Planter, I ,I r---------- ---) 1 I I Deck to be Located Begond ROBERT I 5'-8' 4• 5'-8' 11• 100'Blurf Setback WEBER Replace(2)2x8 vder t Post Sopparts( eyond 100' Setb ) 11 Al N.F-ng in Deck j---------- a A Stmctme to be Pressure Treated _________ I ________ Add Straps front D.J.to ARCHITECT I 1 1 I 1 r- -� 0 4x4 Posn an 2"d2'P.Canc. c j i i i i Girder'51apson HS 55 1 ----- J Per,ITh,Gilder Line) 11 ---- o W I I I I 1 Add Steps rrom Grader to 5 I L_________J I I I I I Pot'Smgxai LCE455 I r-______---J I W E.strng 4.4 Posts on 8'x6' x� ---� I I I I Ews Reuoht Post Apr-� _ ling I I I I P.Conc.Piers IThs Girder Line) I I I I I I Bese'T�m;p- RPBZ u,vung 72)-Zz5`txirder(Drop p Ewsbng(2)2x8 Carder(Drop) I ,;t 1 1 i t----------------------I Nem 4x4 Post Bexs 'Simpsm ABU44Z ----__-1, Neil It'-4' i O'-5' - 1-4' 2IT-10' I'-1' 2-8' CIO x v 1 1 1 for P.�ch Posh I -i ' _I I I I 5appart tTgpJ I T.•' I I J`*} ���-___________________] I Iv I I I !,< r Ir—I'1m O ' L- 1 `---� L---J I�1 L! I I I 11N ❑ O O J •E.,t. DECK e IL 11^ - (Struatare to Reean H,-4, of I�e'-0' ail 14'-4' I 1 1 I 1 ^I I1 G w w w 8'-g, Ira 1 I I O \ g i ilw P ch Sdd w. Ewsun zli New j2x8 Nader W tFlush7 Pr de Beann9 Replace Ja,t Hangero w 55 ono. Ier _ for Cdemn Above __ E>nsunr1�x8_Neder (Fl sh)________ ___ i I I I_ _________1 __ _ _ __ __________ M. 1 'Pill'Hew Farad n V '•11 W EmsUng Wnda I� I I I I to E ling Found. i Extend Stod,Doen 11 III 11 F� Nem 8'P.Conc. I I I I ?,I to SIO e.21.pso,i in in II 2'Closed Fomdisl-Wag I j i o 1 T 21gRssloGa 2'-5' C'-T'a II - P y r, HDU2-Z th Skin 1'-L' 11I II Ce0 5 re Foam W m/(2)so Ban '' �-}-' II Inwletmn RI31 Tl8 an I f^Od ITe it III j` Ira T �i fSpray m/Flase Cont.P.Conc. i q I IN o_-UO F...It'a- Retardant f� �1-4/'� I I I H Re a Ewatm9 F Wind. L. >n II FC-•I w Sao- m u 11 I in 'jr Prop a, I !-•'II 11 LL j� Ernstln L I He ht ror 11 I b �P I IIII II o �' g (2)2x8 Girder I r 1 I I Access o: iv Fred I J'=1111 O 8' P. Cone. 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M1. a I �_ u)wuz•' v> � o x4 st,o 1-al 4'-2• 4• T-lo• LL LEVAS ^ ,move RESIDENCE _ c c O o a i pn ,''I R•'-� New w w O� CL. x� i 18ATW x k -u_ ws I V CRAWL5PACE i 5335 THE LONG WAY -�I' i - �� I rbd� EAST MARION.NY na �r. s �m I ' Eun - J TOWN OF 50UTHOLD i ' I _ ..`'..:�':' ', •- ...::• 5CTMIt 1000-21-05-13 c v GARAGE o o �o I ARCHITECT: w++ I I Nem --t-- 1 8'P.Cane. - �oFwndam Wa0 �" UNEXCAVATED _ - I I m/(2) ' II5 Bars C y/O7'� Q� �' FREDERICK R.WEBER C �r-I• w C 1 TIB on IL'x8' 41 EAST MAPLE ROAD AL ` ` 'I 1 Foot•P.Cmc. 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I6' oc 2x10 R.R.,d' oc f1� �. .-. 12x8 C.T.16 oc � 1�1, � I I 1 �.T,16' oc� x I O APW3B44 3' 8' 4' 4' o 1 r I � 1 � N 1 1 i v L -- --- - ------ l l 1 /i ) i © ADH3050 31-01x 5'-0' No tt Illry ________L___ ® APW2844 2'-8'x 4'-4' No -b 1 zl'_. ._,.I6' oc�i �2x1.0 RR I" oc7 I = Model Numbers Refer to 'Andersee A-5enes, PGSO. yAccessl a I i — I > Low-E4 w/Argon Glass.Simulated Divided Light Strap Windows in Framed'Openings > y I I c' ` I 1 I I U I I'•. / I I Alternate: 'Stormwatch', Impact Zone 3 I / 2x10 RR..�6_ad y R'I ac I u_ m r 1 0- _ r-- J�a 2AC, IL. 1 ; u u, i DOOR SCHEDULE Unit Model a Width l Height O R.R., L oqi I 2x10 .. ,_Ib=- F-------- - I O on Door t SI elites 3'-0'x l'-0'IDoa Y9 172-LVL dr, [(3)9 I/2'LVL',Hd (3)9 1/2'LVL Hdr. 2x10.- ..-I or, ('Simpson'- Custom) (2)f-2'x T-0'1511 'Marvin CU5FDl0010-0XX0-RH 10'-0'x T-2 1/2' Clad Ultimate Sliding French Door (R.O.) io4 u (2)9 I/2 LVL Hdr } 1 3 'Marva'CUSFD200,(Fixed) 7-8 1/IL'x T-2 1/2 o 1 1 O Clad Ultimate Slidng French Door (R.O.) ROOF I `— R09� � I I ® 'Mervin CUSF0I2010-OXXO-RH 12'-0'x l'-2 I/2' u I 1 Clad Ultimate Sliding French Door (R.O.) u� --- --------------------__ O 'Mervin CUSfDI0010.-OXXO-LH 10'-0'x1'-21/2' v Clad Ultimate Sliding French Door IR.O.) r © Clad UltimateDlnSmng-French HDoor RO�� x 7-2 VT ROOF� ro Q 'Marvin CUSFDI0068-0XX0-RH 10'-0'x V-10 1/2 Clad Ultimate.5lidng French Door [R.O.) C ea I C 'Marvin'CUSFDIOOLB-OXXO-LH 10'-0'x L'-10 1/2 Clad Ultimate Sliding French Door (R.O.) I � O Existin Door 2'-B'x C-8' I 9 w/To Lights (Door) z-rt Model Numbers Refer to "Marvin". 5tormPlus, Clad, Impact Zone 3. Law-E II w/Argon Glass WEBER II 9/8'LVL Ridge.Strap over Ridge _ =:r' ARCHU CT 12 _- 12 _ 2 �w 2x10 R R 16 oc Ixe PVC Rake Bd. Ix6 PVC TIG Sdflt IxG PVC Fnese Bd. 2x10 C.T.,16' Hmrcarc Str a All Rod R,Itm � mFrr 0 z 0 Nem Me Flare Baud Sidrg �J ^ Exaurig:Z,dO F.J. i I��--1t H IG'a Gyp.BC a Cmhng, ~ W Seel off from Enatrng Adjacent Has, Enstog 8' �1 GARAGE P.Conc. �4 Fandatran Wall Ensu,4' E-tiig �j l P.C .Slab R Cmc. i Faung � a SECTION CC RE-ROOFING 1/4' 1'-0' Tapers=(F,a—e 11 1/8'LVL 2sdO R.R.,It'— Strap Treated)Red Cedar f2)I l(BjLVL Ridge,Strap Ridge Rwl Slengles,5/8'Butt Ridge,Strap ., over Ridge Ur der erRiBge= DRAWING TITLE: antgglid Rad 5hng Unde la went 'GAF -. 2 I12 R — OeckSAra PI ar E� I/Z'PI and L 2.10 R.R..It'— SECTIONS Rod Sheathn Gusxt L.,-- 2x6 Tr 12 S +-d• 2,d R. B Irwl GableId g (Both Sided I6'4 Stada �6 1/4 ' IC2,dO R.R,It oc ' 32'a(Tgp) •h,. Nem V Claaed ' Cell Spray Fwn(R38) �2xb 'Trues -' 2x8 C.F..IL'oc ', `2.8 C.T.. 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I m .-Ce9 5 ° Fwn Ensting I I OCT T.1011 Footing t Fand We➢ �; / E. 12)2rB B'o P n Conc. 1C:L=r IaR137 BASEMENT t I I8'110'P.Conc.Ftg. i 2'Cles d G,rdergw 4x4 Prot Fwnd.Wall ISpmg m/Flame I i AUG 13.2011 m/2' .gmg and E. Ce0 Sp Fam E>St m 8'z8'Cmu.Per Relerdent. I I REV.: AUG 4.2022 137 05 Bero ICwt.l P.Cmonc Slab Ineda IRI3) P.Cmc. (Add Strap Per E,aat footing Drag AZ 4'P.Conc.Slabif DATE:JULY 29.2022 •• .. I I I I I I I i I I I SCALE: I/4' I'-O' Generated by REScheckr Web Software Compliance Certificate Project 5335 The Long Way Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,024 ft2 Glazing Area 28% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 5335 The Long Way 5335 The Long Way Frederick Weber East Marion,New York 11939 East Marion,New York 11939 631-754-5555 fwebe rarchitect@yahDo.com Compliance: 6.8%Better Than Code Maximum UA: 622 Your UA: 580 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered In the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Recl. Prop. Req. Perimeter Hot Roof:Cathedral Ceiling 2,169 38.0 0.0 0.027 0.026 59 56 AGW Main:Wood Frame,16"o.c. 3,136 27.0 0.0 0.051 0.060 110 129 Windows:Vinyl Frame SHGC: 987 0.300 0.320 296 316 AGW Garage:Wood Frame,16"o.c. 148 27.0 0.0 0.051 0.060 7 8 Garage Door:Solid Door(under 50%glazing) 18 0.200 D.320 4 6 AGW Attic:Wood Frame,16"o.c. 225 21.0 0.0 0.057 0.060 13 14 Above Garage:Ail-Woad joistfrruss 332 19.D 0.0 0.047 0.047 16 16 Foundation Walls:Solid Concrete or Masonry Wall height:7.8' 1,179 14.0 0.0 0.058 0.059 68 69 Depth below grade:6.8' Insulation depth:7.8' Basement Windows:Vinyl Frame 8 0.300 0.320 2 3 SHGC:0.30 Crawl Walls:Solid Concrete or Masonry Wall-height:4.1' 103 0.0 14.0 0.060 0.065 5 5 Depth below grade:3.1' Insulation depth:4.1' Project Title: 5335 The Long Way Report date: 07/06/22 Data filename:. Page 1 of10 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requi ments in RE h erslon RES heck-Web nd to corn y ith the mandatory requireme t fisted In the Scbeck Inspection Ch klia. Name-Title Signature Date Project Title: 5335 The Long Way Report date: 07/06/22 Data filename: Page 2 of10 r REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 90.0% were addressed directly in the REScheck software Text in the"Comments/Assumptions" column Is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that Is documented, or that an exception Is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided, Section I Plans Verified Field Verified Comments/Assumptions & Req.lb 103.1, ;Construction drawings and ".❑Complies ;Requirement will be met. 103.2 :documentation demonstrate r° ❑Does Not iPR111 ;energy code compliance for the ' j building envelope.Thermal .`-'• ' - [IN ot Observable ; lenvelope represented on .[]Not Applicable construction documents. i 103.1, :Construction drawings and ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate :•_ t ''` : ;❑Goes Not 403.7 energy code compliance for -Al :,.:'::.`.: [PR311 ; ❑Not Observable and mechanical systems, ::-'`-••.�•� ���.��'�:��•� ;;'•:�;,':"��'�'� � , :Systems serving multiple ❑Not Applicable I ;dwelling units must demonstrate ;compliance with the IECC Commercial Provisions. 302.1. :Heating and cooling equipment,is: Heating: : Heating: :UComplies !Requirement will be met. 403.7 :sized per ACCA Manual S based Btu/hr : Btu/hr ]Does Not [PR2]2 ;on loads calculated per ACCA : Cooling; : Cooling; : U 11 1 Manual J or other methods ; CoolinBtuJhr ; Btu Cooling: �❑Not Observable ; hr :approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 1HIgh.Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:5335 The Long Way Report date: 07/06/22 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions &Re .IL) 402.1.1 ;Conditioned basement wall : R- R- ;❑Complies ;See the Envelope Assemblies [F0411 Insulation R-value.Where Interior: R_ R_ ;❑Does Not 'table fur values. 'Insulation is used,verification :may need to occur during ❑Not Observable ,Insulation Inspection,Not ;❑Not Applicable ; ;required in warm-humid locations; :In Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies ;Requirement will be met. [FO5]1 insulation installed per : .` ::: ❑Does Not ` ;manufacturer's instructions. ❑Not Observable ; ❑Not Applicable 402.2.9 !Conditioned basement wall ft ; ft ;❑Complies ;see the Envelope Assemblies [F06]1 Insulation depth of burial or , ;❑Does Not ;table for values. !distance from top of wall. ; ;❑Not Observable ; ;❑Not Applicable 402.2.11 ;Unvented crawl space wall ; R- R- ;❑Complies ;See the EnvelopeAssemblles [F0711 :insulation R-value, R_ R_ ❑Does Not ;table for values. ;❑Not Observable ; ❑Not Applicable ; 303.2 ;Unvented crawl space wall ❑Complies [F0811 insulation Installed per MDoes Not manufacturer's instructions. pNot Observable ❑Not Applicable 402.2.11 ;Unvented crawl space continuous ❑Gomplies i [FO911 :vapor retarder Installed over ❑Does Not exposed earth,joints overlapped by 6 In.and sealed,extending at ❑Not Observable :least 6 in, up and attached to the ❑Not Applicable ; wall. 402.2.11 ;Unvented crawl space wall in. ; in. ;❑Complies 'Seethe Envelope Assemblies [FO1011 1risulation depth of burial or ODoes Not table for values. distance from top of wall. ;❑Not Observable ❑Not Applicable 303.2.1 'A protective covering is installed ❑Compiles ;Requirement will be met. [FO1112 Ito protect exposed exterior i ° .'' ".' ❑Does Not !Insulation and extends a } '. minimum of 6 in.below grade. '❑Not Observable '.: ❑Not Applicable ; 403 9 ;Snow-and ice-melting system ❑Complies ;Exception: Requirement is IF012]2 controls installed. ❑Does Not !not applicable. U' ❑Not Observable ❑Not Applicable ,Additional Comments(Assumptions-. 1 1HIgh Impact(Tier 1) 12 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title:5335 The Long Way Report date: 07/06/22 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.1D 402.1.1, ;Door U-factor. U- IU- ;❑Complies ;See the Envelope Assemblies 402.3.4 ;❑Does Not table for values, [FR1]1 it Not Observable ❑Not Applicable 402.1.1. ;Glazing U factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ;❑Does Not ;table for values. 402.3.3, ; 1 402 3 ;❑Not Observable [FR2]1 ❑NDt Applicable ; ; 303.1.3 :U-factors of fenestration products i.:❑Complies :Requirement will be met, [FR411 :are determined in accordance '.:.,: : : :':. .' ❑Does Not ;with the NFRC test procedure or taken from the default table. :`, ❑Not Observable ❑Not Applicable ; 402.4.1.1 ;Airbarrler and thermal barrier ❑Complies 'Requirement will be met. (FR23]1 installed per manufacturer's ❑Does Not instructions. v ❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement wf[I be met. [FR20]1 ;is listed and labeled as meeting ODoes Not :AAMA/WDMA/CSA 101/I.S.2/A440 : ' ;or has infiltration rates per NFRC ❑Not Observable : :400 that do not exceed code ❑Not Applicable l limits, ; , 402.4.5 ;IC-rated recessed lighting fixturesl. ❑Complies ;Requirement will be met. [FRZ61Z 'sealed at housing/Interior finish ❑Does Not :and labeled to indicate s2.0 cfm at 75 Pa. - : • . .:. ❑Not Observable leakage ; i ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies Requirement will be met. [FR1211 insulated>= R-8 where duct is _.❑Does Not >=3 inches In diameter and>_ ,. ❑Not Observable R-6 where<3 Inches.Supply and returnducts In other portions of '' '=❑Not Applicable ; :the building insulated>=R-6 for :diameter>=3 Inches and R-4.2 ;.;.• ifor<3 inches in diameter, i 403.3.2 ;Ducts,air handlers and filter :, ❑Complies ;Requirement will be met. [FR1311 boxes are sealed with E :. - ClDoes Not joints/seams compliant with ❑Not Observable "International Mechanical Code or ;international Residential Code,as ❑Not Applicable ;applicable. 403.3.5 ;Building cavities are not used as ❑Complies Requirement will be met. [FR15]3 :ducts or plenums. ❑Does Not ; []Not Observable { ONO t Applicable 403.4 ;HVAC piping conveying fluids i R- R- ;❑Complies ;Requirement will be met. [FR17]2 above 105 QF or chilled fluids ;❑Does Not U. ': 3.below 55 sF are insulated to zR- 1 ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of Insulation on HVAC '-'`;;::.'.: '` i.:❑Complies ;Requirement will be met. [FR2411 ;piping. ❑Does Not ❑Not Observable ' I�NotAppllcable 403.5.3 ;Hot water pipes are insulated to R- ; R- ;❑Complies ;Requirement will be met. [FR181z ?R-3. ;❑Does Not rg} ; bNot Observable ' ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title:5335 The Long Way Report date: 07/06/22 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Req.ID 403.6 ;Automatic or gravity dampers are .• DComplies ;Requirement will be met, [FR19]2 Nnstalled on all outdoor air Ppoes Not Intakes and exhausts. 1 '1[]Not Observable ;INot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5335 The Long Way Report date: 07/06122 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 ;All installed insulation is labeled ;❑Complies ;Requirement will be met. [IN13]2 lorthe installed R-values ❑Does Not ;provided. ❑Not Observable , ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2,6 ;❑ Wood ❑ Wood ;❑Does Not table for values, [INl]1 [] Steel ❑ Steel ;pNot Observable ❑Not Applicable , l 303.2, ;Floor Insulation Installed per [ Complies ; 402.2.8 manufacturer's Instructions and []Does Not [IN2]1 :in substantial contact with the ;underside of the subfloor,or floor []Not Observable !framing cavity insulation is in ❑Not Applicable ;contact with the top side of ;sheathing,or continuous insulation is installed on the ;underside of floor framing and ;extends from the bottom to the ; :top of all perimeter floor framing members, ` 402.1.1, ;Wall insulation R-value.If this is a; R-_ ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, ;mass wall with at least 1/2 of the it, Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.E ;wall Insulation on the wall :[] Mass l❑ Mass :[]Not Observable [IN3]1 ;exterior,the exterior insulation Steel ❑ Steel []Mot Applicable :requirement applies(FR10). l I , 1 303.2 ;Wail Insulation is installed per ❑Complies ;Requirement will be met, [IN4]1 :manufacturer's instructions. []Does Not ❑Not Observable ; []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 JMedlum Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 5335 The long Way Report date: 07/06122 Data filename: Page 7 of10 f Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1. ,Ceiling Insulation R-value. R- R ;❑Complies ;See the Envelopeassemblles 402.2.1, Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, '❑ Steel ;❑ Steel 402.2.E ;❑Not Observable ' [Fill' 10Not Applicable 303.1.1.1.:Ceiling Insulation installed per ❑Complies :Requlrementwill be met. 303.2 manufacturer's Instructions. :.❑Does Not [FI211 113lown insulation marked every 300 ft2. ❑Not Observable ONot Applicable 402.2.3 ;Vented attics with air permeable ❑Complies ; [FI2212 Insulation Include baffle adjacent ❑Does Not :to soffit and eave vents that !extends over insulation. ;. ONot Observable ONot Applicable 402.2.4 ;Attic access hatch and door R. R- ;❑Complies :Requirement will be met. IFI311 }Insulation aR-value of the ;❑Does Not adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 1 Blower door test @ 50 Pa.<=5 ACH 50= ACH 50 = ;OComplies :Requirement will be met. IFI1711 !ach In Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;[]Not Observable ;❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm1100 cfm1100 ;[]Complies lRequirement will be met. [FI2711 jdetermine air leakage with l ft2 ;❑Does Not ;either:Rough-in test:Total ;leakage measured with a ; ,[]Not Observable 'pressure differential of 0.1 inch 1 ; ;❑Not Applicable lw.g.across the system including I ;the manufacturer's air handler ; :enclosure if installed at time of , l ;test.Postconstruction test:Total ;leakage measured with a ; :pressure differential of 0.1 Inch l : . ;vr.g.across the entire system , :including the manufacturer's air handier enclosure. ; 403.3.4 :Duct tightness test result of<=4 : cfrn/100 ; cfm/100 ,❑Complies :Requirement will be met. [FI411 lcfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air I 'handler @ 25 Pa.For rough-in :ONot Observable ,tests,verification may need to :]Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ❑Compiles ,Requirement will be met. [F124]1 !by manufacturer at<=2%of ❑Does Not :design air flow. ' :..::❑Not Observable :'.❑Not Applicable 403.1.1 ;Programmable thermostats ❑Complies :Requirement will be met. [FI9]2 'installed for control of primary ❑Does Not ;heating and cooling systems and "= ,,initially Y set b manufacturer to - ' .i -"'• -: ❑Not Observable 'code specifications. :::. :..•`:.::. :::.`'`;:: :;:'. : ;- ❑Not Applicable ; 403.1.2 Meat pump thermostat installed '`;'" ❑Complies ;Exception:Requirement is [FI10]2 :on heat pumps. ❑Does Not :not applicable. i , ]Not Observable ONotApplicable 403.5.1 :Circulating service hot water :. OComplies 'Requirement will be met. [Fill]? isystems have automatic or ❑Does Not ,,accessible manual controls. ONot Observable 1 ONot Applicable , 1 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:5335 The Long Way Report date: 07/06/22 Data filename: Page 8 of10 t section Plans Verified Field Verified 0 Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 ;All mechanical ventilation system ❑Complies :Requirement will be met. tF12512 :fans not part of tested and listed - :.j❑Does Not HVAC equipment meet efficacy J and air flow limits per Table s.;,: ' .• --. "❑Not Observable R403.6.1. ❑Not Applicable 403.2 ;Hot water boilers supplying heat (❑Complies ;Requirement will be met. [FI26)2 1 through one-or two-pipe heating ❑goes Not systems have outdoor setback ;control to lower boiler water .3❑Not Observable ;temperature based on outdoor ,:❑Not Applicable ; ;temperature. 403.5.1.1 ;Heated water circulation systems `, ❑Complies ;Exception:Requirement is [FI28]2 !have a circulation pump.The ❑Does Not not applicable. ;system return pipe is a dedicated .:.s. return pipe or a cold water su I " ,❑Not Observable !pipe.Gravity and thermos- pp y []Not Applicable ; syphon circulation systems are ] not present.Controls for circulating hot water system ;pumps start the pump with signal ;for hot water demand within the ; occupancy.Controls { ;automatically turn off the pump :when water is in circulation loop is at set-point temperature and i no demand for hot water exists. 403.5.1.2 :Electric heat trace systems I ? •._ : :: []Compiles :Exception:Requirement is (F129]2 :comply with IEEE 515.1 or UL I❑Does Not not applicable. 515,Controls automatically = I ;adjust the energy input to the ? 3❑Not Observable : heat tracing to maintain the :• !❑Not Applicable ;desired water temperature in the ; ;piping. �;:•':';::-:;.' °,,..:..:;:,;..: :•.=:':;: .; 403.5.2 :Demand recirculation water 4❑Complies ;Exception: Requirement is [F130]2 :systems have controls that :. ❑Does Not not applicable. :manage operation of the pump > and limit the temperature of the ❑Not Observable !water entering the cold water ❑NotAppllcable : piping to<=104sF. i 403.5.4 :Drain water heat recovery units ' ` ❑compiles :Requirement will be met. [F13112 :tested in accordance with CSA i❑poes Not 1355.1.Potable water-side :.:•.: :: :,``` : :pressure loss of drain water heat �. :`:= '' ;: -. '�❑Nat Observable , recovery units<3 psi for ❑Not Applicable ; individual units connected to one ` ~ '- ;or two showers.Potable water- :side pressure loss of drain water ' 1 jheat recovery units<2 psi for Jndlvlduai units connected to } three or more showers, 404.1 :90%or more of permanent -13Complies ;Requirement will be met. [FI611 fixtures have high efficacy lamps. ..• ❑Does Not UNot Observable : 113Not Applicable ` 404.1.1 ;Fuel gas lighting systems have . ..: 3;:.- ?;'::' ;-❑Complies 'Requirement will be met. [F123]3 ;no continuous pilot light. "s: ;(`:-# ❑Does Not ❑Not Observable ' ❑Not Applicable 401.3 Compliance certificate posted. 1❑Complies ;Requirement will be met. z !. :,:. [F17] t°_ - - -� ❑Does Not ,❑Not Observable ❑Not Applicable 1 High Impact(-ner 1) 2 Medium Impact(Tier 2) 3 1 Low Impact Crier 3) Project Title: 5335 The Long Way Report date: 07/06/22 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions . &Req.ID 303.3 ;Manufacturer manuals for ElComplies :Requirement will be met. IFI18]3 imechanical and water heating I❑Does Not ;systems have been provided, a [1Not Observable 1 II]Not Applicable Additional Comments/Assumptions- 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tler 3) Project Title: 5335 The Long Way Report date: 07/06/22 Data filename: Page 10 of10 4 2018 IECC Energy Efifi ency Certificate Insulation Rating R-Valu Above-Grade Wall 27.00 Below-Grade Wall 24.00 Floor 29.00 , Ceiling/Roof 38.00 Ductwork(unconditioned spaces); Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.20 Heating System: Cooling System, Water Heater: Name: Date; Comments FREDERICK 41 EAST MAPLE ROAD. GREENLAWN, NY 11140 ROBERT 52 NOYACK PATH. WATER MILL, NY 1191L WEBER fweberarchitectsgahoo.com 01 -154-5555 ARCHITECT � � c<TRE;s D F V� �� � ROD AMENDMENT F E B 2 9 2024 ___ I I � I• I 1 JI 1 i j I j 5x5x3/8" bxb Po Q (3) II 1/8 i LVL 1 • Steel Column Post (3) II '1/8 LVL Post o -— —— —————— b > (Drop) -' > X I � I I $—;I• � I I � ICS c a- 1 I (2) 9 1/2" LVL I y : CX C,Wet .. .. b..Bar 0 00 i\; .= I , 3. L- _� Shear Wall 2 -� > I > N I I i N ivl 2 I � . N � I I 16— i Cr I I I Crer:9 IV2" LVL -i a I ; a I.7 I I N z I ��J'© • • z z I 1 9' Cell g r-----i-� �——— �: — ---- ...........I � � i:. ; (2) II l/8" LVL I New 9 I/2" TJI 230, 16" oc ---- --- ---- -- ----------- (2) 9 :I/2" LVL i Shear Wall i ® (2) 9 1/2" VL i J Shear Wall 2� 2x101R.R., 16" oc i 2x10 R.R�, 16' oc N I (3> 9 1/2" LVL .J. j 2x10 C.T.,116" oc j 1 i 1 v —T—L�x ---------' ------I Ile Pitched o :Flat Ceihn Pitched j I j � 6 8 ao L58 612'—O" I1 1N .o N N ' > I I l ) 9 1/2' 1. (3) 9 1/:2" LVL (2) 9 I/ " LVL (3) 9 1/2" LVLta I r I I rnl 1 J o� v CCie K 1 "I Stud Wall to "` `- NOV P R 2023 I I \ °° axo I I r Roof Rafters 2x10 IR.R., 16 oc / 2x10 R.R1, Ibp oc C''17- N N I I 1 = I 2x10 C.T.,I I6" oc j N - I 1 1 I ,AMENDMENT T �� 1 r01;T� , (3) Il 1/.8" LVL (3) 9 1/2" LVL To (2) 2x6 Posts cK R. Between Units IL OF .................................... ............ ti . ..... . . .. . . .... .. . . . ... . . . . . . .. .. : ( 1ST FLOOR ) o,�T SURVEY OF: PROPERTY LOCATED AT EAST MARION LOT No. 142 AS SHOWN ON MAP OF PEBBLE BEACH FARMS r^'y FILED: JUNE 11. 1975: FILE No. 6266 "1 TOWN OF SOUTHOLD �' ,•� SUFFOLK COUNTY. NEW YORK S.C.T.M. # 1000-21-5-13 oc� AREA = 52.534.7 SF. = 1.21 ACRES v1 N o SCALE: 1"=40' NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. ELEVATIONS REFER TO 1988 NAVO ELVATIONS SHOWN THUS +++ LAND N/F JOHN .Z ZOITAS .p. LA (-A LA N � c J �z. LAND N/F �bmm ENE CHRYSA LIVANOS / GNe1 E FENCE F< 0.7'/E OIL 0 / FENCE 00 -� 2.0'/E NLL O OD O D_ 0 Cn J z= POOL Z u- 10.5'/W 5g 6, T 6ti� 626 n m FENCE 13.2'/W POOL 100' SETBACK TOP OF BLUFF m� POOL 18' X 36' O O 2 ro TANKS rb FENCE DETAIL o 1.3'/E LP N.T.S. TANKS �l $AC NIT BRICK O� PATIO RES DECK ��P�� ® 8.2'/W POOL 10.6'/E 0q Z F 5 EQUIP 62' DECK h9 ms 11.6'/E 2NO STY ' h6 S, RES. DECK SF 17.17E H110G Ash O AC FO.L. 6A BLOC In J\ '�}(S O p� as ® UNITS h ' QP S F •r i .4 a� %0m � Z N� C1 .-,.a'; .. a r� /tea 6 �Op�ppp0� TJ 0 o h6 poi f 05070' tAf D tf O ELEC ELEC GAP BOX BOX c y7�� h26 h G�rO WATER o METER S 22*10'00"C 20.00' N 61�2 og/�0 5000� htim RAD = 80.00' T4 G LEN = 125.45' * O `1 RAD 1070.00—,.. LEN 158.45' N 13°31'30"W 21.59' T RAD = 20.00' UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION N y LEN = 31.4 2' OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. �+�T R A SURVEYED B Y COPIES S THIS AL SHY MAP NOT BEARING THE LAND SURVEYORS INKED �*t'i ►7 y P A U L B A R Y L S K I LAND SURVEYING OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. rt+n L GUARANTEES OR CERTIFICATIONS DA THE PERSON FOR WHOM THE IS PREPARED.AND ON HIS BEHALF TO 1s PATCH 0 G U E NY 11772 THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. PHONE 6 31-2 9 4-6 9 B 5 GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL FAX 6 31-6 2 -318 6 INSTITUTIONS OR SUBSEOUENT OWNERS. 4966 PAULBARYLSKIaYAH00.COM DECEMBER 27. 2021 6'-7" 5 1/2" 8'-101, 5 1/2" 10'-10" 5 1/2" I/2 N I_ Ni B� l i�i� II 4 5 II l � a New (3) 2x12 Girder New (3) 2xl2 Girder ----- -- -------------------- -------------------- -i- r--1 FREDERICK IL 6x6 Posts on 12xl2 P. Conc._______ II i i i APPROVED AS NOTED ROBERT I I 111T ,.�, ROOF -------111ji 1 p -'r Piers (This Girder Line) I I I I WEBER I -------Jill I I I I DATE B.P. 1 r-—————-—- IFI FEE�'�.'SU BY: ! I I I NOTIFY BUILDING DEPARTMENTAT 1 F ilea M-2x1-'Girder -'� I t � I New 16"xl6" P. Conc. Pier, I 1 I I I Profile of Existm Ste s ! ARCHITECT _ - g p 631-765-1802 8AM TO 4PM FOR THE —— IA!INJr L___ 3' Below Grade For 6"x6" L___ 1 I I L_____ t�T!CN-TWO REQUIRED ------------- I J Porch Post Support (Typ.) � J I I � I FOLI_rt � INSPECTIONS: I 1, I_ " I_ II — N = I_ N I_ ll I_ N' I I I ll I_ N I I 1. I -4 2 8 I 4 12 10 1 4 2 8 I 4 I ----Z_S1' -------- -� 7 I I o `P.r-FD CONCRETE v III Imo:.._`";—I�1i1III1III .—•�_-so "�lI1lI1 pi X . o—.—.--.---•IIrI---�—'-•.-i•„'—11I1 IIII_tri IIIII IIIII ►( UMING&PLU MBING NewI11(3) 2x12 Girder New (3) 2xl2 Girder L .NiuL(3Z 20-Gir-dru---- ION IL_ — r. M-T. �.—.—.--- - —.—.—.—.— —•—•—•—•—•— O I — I 4. FINAL µ CONSTRUCTION MUST BE COMPLETE FOR C.O.N c�RECONSTRUCT DECK r-' ! i i ALL CONSTRUCTION SHALL MEET THE III xQ __ II ? 11 O (Existing Footprint) n L___ \� 0111 III 0 � 11 Z Z - \ O X 111 -,I I O -.11 °' � I I I I REQUIREMENTS OF THE CODES OF NEW � _ YORK STATE. NOT RESPONSIBLE FOR i r °D �'111 II c i 11 ,{31_O" X I 100 1 I DESIGN OR CONSTRUCTION ERRORS i N111 1311 a III I� I I 12 3111 z II z z II Existing P. z I I I 4 I/4 \ z 111 ii II New 2x10 Nailer IP 11=1us ) w/ Conc. Pier i i i w 2ND FLOOR III New 11 2x10 Nailer iE (If Iush) Joist Hangers (ZMax)--_ �_ --- - ---- — -- ---—————————————————————— — COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN CODES ROOF —— AS REQUIRED AND CONDITIONS OF ti �Pr SO 1 0 UTHOLD T01";!N ZBA FOUNDATION PLAN ti SOUTHOLDTOWN PLANVNGI BEARD � I I I I /0,5�/� — SOLROLDTOWN�GSTEES W 1 1 1 1 New 6x6 Posts � � T 1 (Encase in - v YSAC� 1 i i 1 I IOxlO PVC) .,.r._'aOUTHOLDHPC 0 °p SCHD 2x10 Ledger g IR _ LINE OF 100' Q New 5/4 x4 I I 1 I (Joist Han ers) IST FLOOR — A BLUFF SETBACK — I� Ipe ecking 21_011 4'-T I I I 2x10 DJ, I6" oc Ex. 2xlO F.J. Hand Rail 3,_6N L. 6'-�" - - - - - - - - - - - - - - - - - - iy for Steps 30'' To Grade (Max.) - - - - - - - - 3'-q I�s Strap D.J. I �I I Post I �s I Girder er Existing = I I to Girders Anchors � I Girder ll 9 16"xl6" P. Conc. e P. Conc. o Direction Dn I I I I I Piers on Found. Wall I Reconstruct of Decking '� Ll LI Ll 20'x20'xlO' DECK FRecc nstru tp 5 L__� L___� L__.� p Conc. Ftg. New 6x6 P.T. (3' Below Grade) Dn _________ Post (Typ.) (4) iser _ - _ -- a 1 1/2 Note: All Framing in Deck to be 13'-81, 3'-6" . Llne of Cover 13'-8' 3'-6" 13'-8" " Pressured Treated w Cable Rail, 3' High, `� ,Q �' SQUARE FOOTAGE: 4"1 Horiz. Spacing, � ? O 4 x4 Posts w/ i I- REAR COVERED DECK: 416 SF 5/4 x4 Cap ____--_----_ _ - ,' I I Dn ; REAR OPEN DECK: 251 SF _ -_-____-_ COV€RED DEC �,' ------® Ine of Cover Ste sstru t TOTAL REAR DECK: 66l SF I — ----- Line of Cover -- — : � ' , :. L I 1 SECTIONA I ____ _______________ ----------------- - I I 5 Riser! � ", I i i = = 1 1 3'-9 DRAWING TITLE: I —O On IST FLOOR Hand Rail I I I I I •�.. �1 • I I I I I i ELEVATION I I I I ��'•. I i�./ I I I I I for Steeps I I I co I •� ! •.•. I I I I I SECTION JOB: LEVA,5- RECONSTRUCT ----- HOUSE FOOTPRINT DECK 0 TOWN OF SOUTHOLD SCTM# 1000-21-05-13 ARCHITECT: FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 SIDE 52 NOYAC PATH DECK WATER MILL. NY 1191E Roof _Upper`'Deck =___ _____= TEL 1.31 154-5555 > = __________ fweberarchitect9gahoo.com _ r --- - F - - -------- 1 SEAL: :.:r...: .. .. ............................ � Kiz, t y I I 1 New 6x6 Posts (Encase in = ao IOx10 PVC) Co ooLn Lill' n I _ - . +0 Ex. 2x10 F.J. -- I IST FLOOR PLAN ti � I I kr I I � I d I I i� I I ji I I I/'Tn _ I _Ori .: FEB 20. 2024 5'-10" i i 3'-0" i, i 7'-0" I 1 DATE: JAN 29. 2024 I L_— SCALE:L___j L__� 1 I - JOB NO: W2021O9 6 G-10" I I L-------- i i DRAWING NO. L II I I II II WEST ELEVATION �T-� {� C' r� C �, � 4. 11 ll , Al _______________________________ — r I 1 OF Al .o' �`N� APPROVED AS NOTED �� `��p DATE• o A-Pa OCCUPANCY OR SITE DRAINAGE: v p\o) -` USE IS UNLAWFUL b FEE ��q? -J27 eY: - FREDERICK I NOTIFY BUILDING DEPARTMENTAT WITHOUT CERTIFICATEROBERT DRU AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) 631-765-1802 8AMTO4PMFORDNI FOLLOINING INSPECTIONS- OF OCCUPANCY WEBER . FOUNDATION-TWO REQUIRED PORCHES, DECK Traffic Bearing Top HOUSE. GARAGE, (2) 8' Dla. x 6' "�a, POURED CONCRETE A' B 2910 sf x .I66' Ram Deep w= 483 cf 50�i of ! JGFI-FRAMING&PLUMBING „dsuLxr1ON ARCHITECT 4. FINAL-CONSTRUCTION MUST House, Garage and Porch Roofs to have Gutters t Leaders BE COMPLETE FOR C.O. _0 P PL':' NA" . H Connected to Underground Drainage Structures (Tgp.) Al- . .;ONSTRUCTION SHALL MEET THE `I,m�'�` YORK S-�-,ATE & TO'V N CODES WO Ring: 42.25 cf/Ft of Height R`',i1REM ENTSOF THE CODES OFNEW AS REQUIRE qND CONE ITIONS OF Y&a X STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTON ERRORS SOUTHOLD TOWN 'BA - SOUTHOLD TOWN 'LANNING BOARD CONCRETE a RETAIN STORM WATER RUNOFF COVER OR ,M SOUTHOLD TOWN TRUSTEES TRAFFIC C.I. GRATE M PURSUANT TO CHAPTER 236 BEARING VOF THE TOWN CODE. �J:i.�.DEC SLAB PRECAST CONCRETE CHIMNEY Fire separatio, TRUSS CARDING REQUIRED FILTER CLOTH AGAINST DRAINAGE o WOVEN WIRE FENCE W/ required as per 2"x2"x36" STAKES, 12' OC „ I .9 NYS Code .. DRIVEN I(V MIN. INTO I cn I h O GRADE, EMBED FILTER I TYPICAL O w I PLUMBER CERTIFICATION CLOTH L INTO GROUND I DRAINAGE I I ~� QI RING '° > I Must provide Manuals ON LEAD CONTENT BEFOREEwwwwwI _ I I �� anl �, p�lw CERTIFICATE OF OCCUPANCY H W O z I I SOLDER USED IN WATER FLOW cv I I IN.'S F nergIr Code SUPPLY SYSTEM CANNOT SLOPE z 2' CLEAN SAND t EXCEED 2/10 OF 1% LEAD. GRAVEL FILL �++ CROSS SECTION ' Cl '. >� and ducts ork , ir, ,�I Q SILT FENCE DETAIL TYPICAL SECTION DRAINAGE RING PLt.� Bi31NG ALL Ft. )�AB,�!G +.P•`�TE � f� testing required. T^C__. co O V 1 ii. f i. ..1 1: ,� I� F4 BOUND HAY BALE "�v FILTER CLOTH AGAINST PLACED ON CONTOUR CO �" 1 exterior lighting WOVEN WIRE FENCE W/ W/ 2"X2" STAKES (1.5'-2' COASTAL E Is�st�lled replaced or O I� 2"x2"x36" STAKES, 12' OC IN GROUND) DRIVE STAKES AZARD �• Jrepaired shall confo DRIVEN IL" MIN. INTO FLUSH W/ TOP OF HAY RoS1pN H 11NE `'� ' rM F� GRADE, EMBED FILTER BALE, ANGLE FIRST STAKE CLOTH �" INTO GROUND TOWARD PREVIOUSLY LAID 59.1 o Chapter 172 W BALE C�►"'-`�N�� GCE G t PROPERTY OWNER: of the Town Code G0.0 ANGELA LEVAS _ 2.ON/E TOP Ofi 8t;(/ R f ENcf FENCE EE O Z J i. tt 41.0 F FLOW N / SITUATE: EAST MARION SLOPE ,. .o - 'I� :` �`�` �` G3� oiie TOWN OF 50U7HOLD o� SUFFOLK COUNTY, NEW YORK I; SURVEY INFORMATION: PAUL BARYLS`'I LAND SURVEYING DRAWING TITLE: PATCHOGUE, t1Y 11112 CROSS SECTION FACE VIEW PHONE: (431) 21-1-6985 FENCE PAULB'�R ; 3 f 3186 YAHOO.COM SITE PLAN HAY BALE s>: SILT FENCE DETAILS �.2�/W �i f..-i? SURVEYED: DF:,'EMBER 21, 2021 ELEVATI�\"i= ARE REFERENCED TO NAVD 1988 e� % LOT 1,10. 141 AS. 5rH(,';Ul,! ON 4 0% MAP OF rEBBLE BEACH FARMS o ; FILED JUNE 1% 1915, FILE NO. 6266 LAND N/F tee; SCTM$t 1000-21-05-13 CHRYSA LIVANOS -----------Sp,S� 424 'Os ,� LAND N/F L.OT AREA: 52.53.4.1 SF, 1.21 ACRES JOB: JOHN BUILDABLE LAND: 28,431 SF LEVA ZONIN MAP A�L NEW WORK ,o0yiticc �zr ZOITAS PEBBLE BEACH E FARMS OF RESIDENCE OVER IOO' FROM BNOFo� TOP OF BLUFF �R�n�P�r YARDS: (PRINCIPAL SETBACKS) FRONT 25' 5335 THE LONG WAY SIDE (ONE): "1.5' EAST MARION, NY TOWN OF SOUTHOLD EXISTING "' boo' s .. TOP OF 6LUFF SIDE DER(BOT"H): I"1.5' SCTM 1000-21.-05-13 DECK EXISTING Io.e/E =='`NG D �--"� LPTbNKs LOT COVERAGE (ALLOWED): 20`Yo (MAX.) ---- ----- SSIILT FENCE / DECK "o ,I �o HEIGHT (MAX.): 35', (2) STORIES -' ARCHITECT: DECK , ' ::f'QR. :::::::::::::::: EXISTING HOUSE: 1318 SF DECK :•: :•:.•:•.•.•:•:•:•:•:•::;:;:;:• IIX/E LO.I .. REDO / HAYBALE/ EXISTING GARAGE: 31L SF FREDERICK R. WEBER ADDITIONS REDUCE / ""> DECK SIZE � 'C :'' SILT FENCE EXISTING 316 SF 41 EAST MAPLE ROAD EXISTING ;.;t . EXISTING POOL EQUIP. NEW FRONT PORCH: 130 SF RESIDENCE _ :a 2-5TORY GREENLAWN, NY II'140 E NEW REAR PORCH: 'fib SF FRAME EXISTING DECKS: 324 SF 52 NOYAC PATH IQI/ j3NE FENCE RESIDENCE ,AC SI;'IMMING POOL: 650 SF WATER MILL, NY 11914 u TOTAL: 35LO SF su a m Af3.p17'IC3N � / GARAGE Gj 5L9 SLAB 454.1' EW: ,/ EXISTING (E 'P RESIDENCE TEL 431 '154-5555 �, e 1 L19� e1'/w LOT COVERAGE (PROPOSED): 12.57o fweberarchrtectayahoo.corn / ELiC Nes Stare BOX i i Steps 10 1() M / __j. _ "bah il'�' SEAL: / Ewstmg Wald -.. EXISTING APPROVED Walk �$ra,k steps i y/I SANITARY SYSTEM / tom L' (4) BEDROOMS 0 / 591 (w/ SEPTIC CERTIFICATION) e• r, OA_'' DRAWING SCHEDULE I /°•c'/ New l000ppaGaal '�� ��r y DESCRIPTION / rah TBUar�,�kdnof°tram o, / / Al SITE PLAN 1' / Propertg une) � , p. A2 FOUNDATION PLAN A3 IST FLOOR PLAN / / A4 2ND FLOOR PLAN A5 5L' ELEVATIONS OCT 1, 2022 REV.: AUG 4, 2022 A6 SECTIONS l�4,, ° � h� Al FINISH SCHEDULE/ INTERIOR TRIM 4' e E , do DATE: JULY 25. 2022 0 o0 SITE �Ty A8 CODE DETAILS FS, , SCALE: IN a 30' ELEC Box JOB No: w2O21oa �FN/ono Atc�°$o'oo.F ev 545 FS o SI 2ND FRAMING (IST FLOOR) n S2 ROOF FRAMING (2ND FLOOR) o, 13?09 DRAWING NO. `�S6 `� WATER METER EI ELECTRICAL IST FLOOR PLAN Sz.L S9'3/30� $ 3-50,00,E S j E2 ELECTRICAL 2ND FLOOR PLAN 7 'o 00, 53.1 30,00M Ty 3732, lU _ F ST�,�NO 51.0 s,t�o 51.5 A I � ? 70' Tye 0 00. OF As LONG o 3�p�00• B A6 r—----------------------T---------- -- T-----------------------, I_____________________' L______-___ ___i r------------------- i DECK NOTES: FREDERICK I Existing Planters 1 43'_b„I Existing Planters I ROBERT ---------- ---1 I I I Deck to be Located Beyond 5'-8" 14 L 100' Bluff Setback WEBER Replace (2) 2x8 irder t Post Supports ( eyond 100' Setbac ) New Framing in Deck -------- ------____- ------ -- _________ Structure to be Pressure Treated I I i I Add Straps from D.J. to ARCHI --------- tA 1 r _- _ t-Ax4 Posta-on 12"x� 12" P. Cone. �O I I I I I � � Girder "Simpson" H8 SS ARCHITECT --------- Pier s--(Tl:iis Girder Line) I I I I I i Add StaP s from Girder to `1' j �'' Post "Simpson" LCE4 SS Existing 4x4 Posts on 8"x8" Q r---- j I I I I Existing Retrofit Post I I I ----- 1 I P. Conc. Piers (This Girder Line) w I - I I I I Base Simpson RPBZ I F misting T2�fix$`�sirder (Drop ! I "-'.� I Existing (2) 2x8 Girder (DrAn _i �--' I I I I 1 -------l New 4x4 Post Base _-----___ -__-- - _I--------- Profile of Existing Steps I "Simpson" ABU44Z J _____ _ ________�_ —J_________ I I L____ 4 I 1 I I IIII « « New IL"xl6" „ « „ I 1 -- '�---------- I I —4 2 -8 I -4onc. 12 10 I -4 2 8 I -4 1 12t=5 -1-4- 3' Below GradeI ----------------- I I I I o I I -,----- , I I I I l e I: I for Porch Post IL— --------------------1— T in :Ih-z, PP gP j 1• I IU r Z-------------------� r ��, � I •1•"•-'� I1111� � O ? I .. • I � � I I 1 ;,'�:;• I � I I I LI__ i11i Q 'o Existing DECK Above ---� p j11 II N o0 14'-4" ' ti,(Structure to Remain) XC41 00 I I II l l m ' �' c I= I I I r co 111� N VI � $'-8" I°D I I I O `n N II IIII x w w R move Window, W lLn I I I Il w Existing P. I I I I Mil IIII Patch Solid to g II Pr vide Bearing Replace Joist Hangers w -SS ------_ Conc. Pier I I I I z lii New j j 2x8 Nailer fE (Flush) for Column Above Existin 2x8 Nailer fE (Plush) rl—==�I ------ -- ------ -- ----------- -- ---- --------- — -------- —1— --'— w "Pin" New Found. I__ _ _ II III II Existing Window Q to Existing Found. I 5'-16" p II III II Extend Studs Down II i0tr P. Conc. I w/ ( ) #5 Bars � to Sill fE, "Sim son" m - " i� 0) 112" Closed RcAFoion Wall 1 p ;� 219, e > HDU2-Z BothPSides ' 2 5 6 -2 i 11 Cell Spray Foam >2lg Ga. 11 Insulation (RI3) w/ #5 Bars IOil ITan II 1 ——mTt 16"x8" I '— I I 'a" II I III I II (Spray w/Flame Cont. P. Conc. I i IN w 2x10 F.J., 100c I I u (f-----1--�II1 II Retardant u Footing I • I 1 I ° Cr +I II o Cr I I I I +I I I L-- J i +I ` I Remove Existing I I I _ -; — L • I Pound Window, I i9 L_ u-- _ �> II 11 ii w E� W Saw-tut u I I I in �, ° PropaneLn +I I I= III II �, Existing C I N I I I I Height for I �I I <, _ Fired +I I j�IIII II O 8" P. Conc. w YUBGirder I Access O - iv +I - III O _ _----_ I_ I c� , Boiler �I r-" IIII II N Foundation Wall Lr—I--,—�— _ ------ 1 I--J u �I I IIII iYl New 3 I/2"0 Steel —1---� A I I I I I > ch i I A v 1 I � w Existing - ul Pipe Column on •_� w O I I I I I New A6 1 1 I I Existing Deck I x =` lI ll �j 3Vx36"xl8" P. Conc. x Al BASEMENT BASEMENT n II ;, I I I I I Above, Revise l I W N II II II Ftg. w/ (3) #5 Bars W I I I I j Framing as 1 I N �„ F( a per- for it Fan Coil IIBoth Ways 9 i ,4 ter r. II II = 2x8 Girder I 8" " 6'-9 ____ 7'-6" 6'-9' '°` 11 `'-7" II 4„ II 1 11 6'-6" 6'-3,: 8" C------ — ------ :. L r— r— —, Exi9ting (3) 2x10 d r I I I I II Existing (3)I 2 O IGirder cv Ill! I '.: • • I_' ,4d+(I)3%4"x9"Stl. • f — — — — — — i'`-,Add ll)3%4"r19" tl. w% — — — Illl — I III pl I I III I Ills I •' I Tll) x10 to Existing (3) LO-4w i i� i_ i J I '• L-ELF J p (1) 2x10 to EIKill i O 2x10 = 11 5'-0" 18" 7'-4" __ J New 5"x5"x3/8" IIII R�mgwei T i III I II Steel Column on O IIII E�cistillh9 i I r__ill _ I II Existing 0 pII1 ° j 1 0 3Cx3VA8" P. Conc. ' illI I Stairill i(2)I 9 �I/ " LVL I 1 I 1 = 11 Pipe Col. Ill! I III I II P .o Ft w/ (3) #5 Bars IIII L IL l _L J 1 I si 411 1 I New 2x10 F.J., 16"oc _ 9 III u _,- __� -_ _-_�__ I E x ill! I Both Wa s, Continuous Ills i II ;a — —� I Stone INDOW �`+ I I U I '.. i -; to Steel Lirder on 2nd Flr. Ili � i i II ___I_�L II I I Countertop 7 DRAWING TITLE: A-Series jj1 00 �� :. I tr L. _ (Temporaril Support (3) 2I0 �I►i i n i i :a I 1 +I w/ Cabinetu-: y Window w/ I cv 1 I _ Girder Before Cutting it to hu u_ n ----> n WasN�r Above o iProvideo FOUNDATION rm Operator rn 41I I I X = Install New Steel Col., iIIL - - - ti i II i i a ---- II a L,WUNDR +I x I I = _ - Fla Connection to II — — -'- —- II N III 12 S =I 13 0« 8„ 2,_�« c� �'+ Exi sing (3) 2x10 Girder) i> - - - (� - - - l «3'-4"-:." 3'-4" li 4" 7,�0„ +I 4„ c� —0") W 111 w `�' I I Sill a lI c i iv I I in Dry 4 earOn . 111 nI 1 N 11 III III o I P 9 III N 1 13 -O `x 3'x3' Crawl � II � n n U �1 �� x Space Access i II z II II 1 I `��� W Zr — �- II II .:New II 1 Water 2'-0" 3 -0" n n Stair o n I tr - 0o Service II II II I II = 36 it 11 Cut Down :Found. Wall ! I1 I II o O _ Below Landing Hgt. - l3 �10 e r- T20 Min.!_; _ 1— Fv — JOB: ........ ..... — —. 1—. l ----------�-- ''jj (3) 9 1/2" LVL (3) 9 2" LVL 2x4 Stud all 2'LQ"__; I= I >7 ��� � 2 -1 „ 4,-2« 4„ T-10" LEY,4cJ i I C > u w emove RESIDENCE �' �► o � I O New - O ----� ° u I u X o CL. I BATW "' `� I Q -° Cr I -° yr C' u CRAWLSPACE ' N u �..� I� i 5335 THE LONG WAY 40 Cr Z _ z �� �\ EAST MARION. NY 0 o v 1 I j TOWN OF SOUTHOLD i ( I Existing Iu SCTMIt 1000-21-05-13 Io 1 GARAGE O ---------------------- --- ---- O +� - N I 4 •1'� r — 1 I U I 00 o - I I I ARCHITECT: rn � rn a I j I n'" , �_ I l 8" P. Conc. `v I 21'-8"`` N > 8" ' 1 i`:ew j I Foundation Wall - 1 IINEXCAVATED =� I I w/,!/�) #5 Bars c�� FREDERICK R. WEBER w I ��� u =v I r I I TtB o 6"x8" -�t�{` s�'� �'�' ��� 41 EAST MAPLE ROAD C I (',� _________ C I Cont. Conc. GREENLAWN, NY 11140 A6 8'-8" : 11=4" a' I Al 1 I Footing P,Qi}� �� S 52 NOYAC PATH Electric L--------------------- ----------- i S c8 WATER MILL, NY 11914 I c� Panel _ _ 00 °° '. r------, ;.., --------- -- TEL L31 154-5555 ------! I r�`�/� f weberarchitectOgahoo.com F- - - - - - - -- i SEAL: 23'-0" (Existing) - - - - - - - --i i I I 18' B NOTES: IST FLOOR FRAMING LOADS: ,,. .� �� ' %T� •�'� I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER O U I �l T'� T O I �l PLAN �� DL: 15 psf PARALLEL PARTITIONS AND AROUND ALL OPENINGS. /Y OC 2 20 2 2- CONCRETE TO BE 3500 PSI AFTER 28 DAYS. „ = I,_O„ ® New Wood Post Above OCT 1, 2022 AUG 23, 2022 3- ALL STEEL GIRDERS BEARING ON P.CONC. AUG 4, 2022 FOUNDATION WALL TO HAVE 4"x6"A/2" B.PL. REV.: JULY 26, 2022 (UNLES5 OTHERWISE NOTED) DATE: JULY 25. 2022 4- ALL COLUMNS TO HAVE 6"xl0"x3/4" B.PL. (UNLESS OTHERWISE NOTED) SCALE: 1/4" = 1'-0" 5- BASEMENT SLAB TO HAVE 6"x6" 10/10 WWF REINF. JOB NO: w202109 PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. 6- STEEL SHALL BE ASTM A-36 (EXCEPT DRAWING NO. PIPE COL WHICH SHALL CONFORM TO OCT � 12022 ASTM A53 ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST AISC SPEC. l- ALL FOUNDATION WALLS AND PIERS SHALL BE A MINIMUM OF 3'-0" BELOW GRADE. OF A8 / F(O' / F EDERICK / OBERT Existing Planter Existing Planter WEBER 43'-0" ARCHITECT (Addition) Existing (Existing House Width) ExIs ing Existin DECK New 6x6 P.T. Steps teps --------- ---------- /-Post (Tgp.) _ ---a - ju -------------T N 131_81I N 3'-6N II \ , 131:81 ,I 31_6N o LO ____ ---' ------------- - NEW COVER ------- --=--------- - ----- i --®-------------------------- rill Over Exi31<r,g Deck ,� --- 1 1 / ----- --------------- ' ° i i' I - ------------------- IIWINDOW SCHEDULE I I 14''8" I , 21'��" �e`�' i .•' ; I 14'-8" 1 I I -10 I I I (Gable End Above) �, 1 `�'.� ,�. ' I (Gable End Above) I I I R.O. Opng gres z Unit Model # Steps O 10'_ON �I �10" N I!-5" 2'-8" 9" `�s'12'-0"� i!.'' 9" 2'-8" I'-5N1111,11-Io" 10'-O" 2'�4"I Ste s ® ADH3260 3'-2"x 6'-0" Yes Sher H� / I I I 5@ I i ��� I �!• I I 0 i i i Wall E—I Shear I I I ao I ` ! �.' I 1 1 I I Cor er © ADH32SO 3'-2"x 5'-0" Yes H� W all © ADH2638 2'-6"x V-8" No Corner 1 1 - \.J I III I I NI I! ' N " OD ADH2440 2'-4"x 4'-O" No /� I C=_= 13 -8 Steel. 21 -8 6 13 -8 6r2) Z I 1 I Column 7. I I I I I l O O E ADH3044 3'-0"x 1'-4" DNo(Addition to LR Width1-(eart Existrng �1 \ / ADH2844 2 8 x 4 4 No I i i i i XT. BATH o O I I I I I 4° — — F� o f I Existing _ ' I I -9 1 1 Expanded New r I BEDROOM I '9 @ ATF3220 3'-2"x 2'-0 No O V 1 O 1 1 I I p refs Icat d N I 0..... . . .... I I I -o I I i-• Metal FIr.0 lace.......... I & / ► I c i I I LIVING ROOM : . (Wood Burring) 4" 2,-10„ Ceiling 9 HO APW4060 4'-O"x 6' 0" No Ceiling ® 9' I,� m I I Ceiling a IS' I o m i i�i U i I OL. [0 Q ATF4020 4'-0"x 2'-0" No A A6 i i .- i i i N A� � ATF4820 4'-8 x T-O" No v 1 I '� C 30" �- O AOVLD3020 3' 0"x 2'-0" No Steel / 6x6 6x6 11 2!_2N j II'_6" I „I Colurrtri 6'-II" Post 1'-10' Post 51_8N 11 3N 611 51_611 4l1 ,_O„ 5,_0 0 w O ADH3058 3'-O"x 5'-8" Yes w Reduc di --- ----:-a-�---------- ------------- - `° ---------- LINEN DE K __� 1.4 ---� ---- a---------- ------------ - O APW3848 3'-8"x 4'-8" No % I I I Half Wall I I xi to= I I E I I Between I HALL fi�p I „ ACI 1 © ADH3050 3 -O x 5 -O No O N �IA. mII i I I I I I I Columns I I 30": O I �- i~ Up (15) Risers Bsmt. I � ! ® APW2848 2'-8"x 4'-8" No Wet E;Cpanded 8 Bar ---=- --------------- ( DRAWING TITLE: C Sink KITCHEN ; Linen m iv 5'LO"O 3'_611 ' 8(-6" i `r : 5'-2" 2'-O" 4" 1'-0' - 4 " M IST FLOOR I : I 301, Model Numbe s Refer to "Andersen" A-Series, PG50, L1WI i Sink Ref. r o / Low-E•4 w/ rgon Glass, Simulated Divided Light 0 i° I @ i I I I I uj Strap Wind ws in Framed Openings I' O"N '-�" 1 -011 2'-O" " 2'-10 4" I I 81-0" 41, : q I-10" 4" 4!_ II - D N / Alternate #3 ;Stormwatch", Impact,_...Zone w New _ OOR SCHEDULE - - a: I = 9' Cell g Closet r-----rJ --' : O r--------' FOYE I tee, Existing JOB O o . ...... i...........I I : ci I I vI- ---- --- _-- -_-- _= =-- -_-- I BEDROOM 2 iv . 11 <� Un Model # Width t Height / COATS PO aL ro Ceiling 9 2 LEVA5 Front Door t Sidelites 3'-0"x T-0" (Doa I I I 28" 28" QO /(D ("Sim son"- Custom) (2) I'-2'x 1'-0' (51.) RESIDENCE —TT-- ----------------- --- p II N N 1_ !1 1- N I : N 1_ II " 1_I 11 - --------,_ N 11 'Marvin' I N I N 22 . O I 4 5 8 2 0 II 6 6 Marvin USFD10010-OXXO-RH 10-0 x l-2 1,/2 O Clad Ultimate Sliding French Door (R.O.) 5335 THE LONG WAY = E Pitched o � FIs Ceilln � o Pitched i 28 � EA5T MARION, NY "Marvin" USFD2610, (Fixed) 2'-8 1114' x 1'- 2 1/2 1 p 1 I 36 : 1 / Clad Ultimate Sliding French Door (R.O.) TOWN OF 50UTH6LD 2 P 121 011 = 14 I Modl ied I SCTM»r 1000-21-05-13 �., I O I _ -- "Marvin" USFD12010-OXXO-RH 12'-0' x T-2 1/'2" / I ® I :;, DIN NG ROOM I `rl I I / ® Clad Ultimate Sliding French Door (R.O.) `� I Ceiling 9 12' 1 `�' � @ I I © ® O "Marvin" USFDIO010-OXXO-LH 10'-0" x T-2 1/2" ARCHITECT: I " " " I 5 Clad Ultimate Sliding French Door (R.O.) 31_2" II 3'-2" 4'-0 1/2"I I 2 -8 2 -4 I -4 5 -8 I -4 2 -4 2 -8 / I I I "Marvin" UIFD3010-XR-RH V-2 1/16' x 1'-2 1/2` FREDERICK R. WEBER C cv ® i i A `i' C New j New Rail 1,_4„ ® Clad Ultimate InSwing French Door (R.0.) 41 EAST MAPLE ROAD A6 I I O A� IFRONT PORCH -) Existing Door 2'-8' x V-8"11 GREENLAWN, NY II'140 I I w/Top Lights (Door)- 52 NOYAC PATH ' I 1 New 6x6 P.T. G��. S 'd �" Cam' WATER MILL, NY 119'id / I I — --------- --------- ----------- Post �t4 12 i TEL 631 154-5555 Q �( Model Numbers Refer to "Marvin" Signature Ultimate fweberarchitectegahoo.com Series, Clad, w/ LowE 11 w/ Argon Glass, 3'-8 I/2" 3'-2" 6 4'=0" 3l1 4'-0" 6" 3'-2" V-8 1/2" 6'-4" = 6'-4" " Performance Upgrade. PG 50 _._, .._... SEAL. @Above :.Above @Above @ Above ,i N ,_ / Alternate #3; Upggrade to "Marvin" Coastal Product Series 18 4 14 8 4/ Impact Glass IZ3 23'-0" _ Verify Operation IST FLOOR = 1,949 SF 2ND FLOOR = 1,134 SF B TOTAL = 3083 SF A6 / b : :................................................... IST FLOOR FL � N FRONT PORCH = 125 SF :.................................................................................. : �Ty REAR PORCH = 414 SF 544 SF I/ �" _ �'_Q 1/ OCT 1. 2022 AUG 23, 2022 / AUG 4, 2022 REV.: JULY 26, 2022 / DATE: JULY 25,' 2022 SCALE: 1/4" = I'-On JOB NO: w202109 DRAWING NO. A3 OF A8 FREDERICK ROBERT WEBER B A6 ARCHITECT ------------ I I ROOF I 'S; G'-*9"-----------42'-0' ---_-------- ---- 291^�I, ; �_ ; ; -- -------- I — I WINDOW SCHEDULE :0/ I DEC (Door llidth Blow) DECK Unit Model tt R.O. Opng Egress Q'- 10'-0" _ �„ I'-5" 2'-8" I' " 3'-8 3" 3, 8" " -8" I -0" 2'-8" I'-5" 2'- 10'-0" M O OK ' ' ® ADH3240 3'-2"x C-0" Yes 1---� 1 Above �, ROOF K Above I N O S O. ® ADH3250 3'-2"x 5'-0" Yes CID i1\ i H Center Transomi endow Abo e i " I Center Transom'Window Above j © ADH2638 2'-6"x 3'-8" No Q N 1 -- I 1 13 .8 6 21 -8 13'18" 1 6" N n w Q ADH2440 2'-4"x 4'-O" No ^ Z 1 Gable Roof Above I I Gable Roof Above �I Bracketed I I / \ I 1 I w/ Tray Oiling I I w/ Tray Ce�ling 1 w Roof Overhang O I © 1 1 © o Q ADH2840 2'-8"x 4'-0" No \ ik, ADH2848 2'-8"x 4'-8" No F� a I a vlk. I I Q ATF3220 V-2. 2'-0" No O V 1 a © Pitch I Flat Ceiling I Pitch ^ Pitch I Flat Ceiling I Pitch �� w rn < a 10,14„ \�a i > � f� E—oi to, 10, 11 � > HQ APW4060 �4'-0"x 6'-O" No E-11 I Reconfigure ,'� ' I _� I odified a O ATF4020 4'-0"x 2'-O" No DRO M I I B 3 BEDROM 4 � j I � I tr t > O j © Open to Below °' A ATF4820 4'-8'x 2'-0" No ,_ ,I ,_ „ „ , „ „ ,_ „ ,_ , E-- I I / i 1 3 5 8 6 -10 5 8 I 3U \ i Q AOVLD3020 3'-0'x 2'-0' No Z > Ridge I I M APW3440 3'-4"x 4'-O" No i I I —+ — — — — — — — — — — — — — — — — — — — — — — —t— — — — I CD I I I - Post Post cv �o 1 I I APW3844 I 3I-8N x 4I-4N No t T OF,er1 Rail 30„ b I --------- °------------------4"-- -4"-_ „ _3,-4-_-I 30" I a/ I cal " " I I 1 I I 1 © ADH3050 3 0 x 5 -0 No I I I I I 11 ---1 Oil Open Rail Down `r i ---- --L--- _� j ® APW2844 2'-8"x 4'-4" No 1 I = = DRAWING TITLE: 30" CL p `r I I / N Model Numbers Refer to "Andersen" A-Series, PGSO, " 4»-----I�r1V1r ,- 21�p$1 6„ I Acciessl 13'-9" 4 - 6 I4" _ _ i Low-E4 w/Argon Glass, Simulated Divided Light 1 Built(-in j j - S = m © I Strap Windows in Framed Openings 2ND FLOOR I I , U i _ /S I M r:&Alteriiate: "Stormwatch". Impact"Zone 39 " a- New hower m � N 1 )5hower ---� ---- DO ML Oil SCHEDULE ei - I 130 � /I r-------- LIN N I n. ,/ O F- ------- ----------------- ------ ------ " - 130. - 3'-10"� 6284"2,10" e i ur i Unit Model Width t Height it -------- / I 28 1 II�I O O O O I JOB: O Front Door Sidebtes x (Door ih s CL ("Simpson"- Custom) (2) 1 2 x 1 0� (51.) N LE / 4S "Marvin" CUSFDI0010-OXXO-RH 10'-0' x T-2 1/2' 1111 i o I Clad Ultimate Sliding French Door (R.O.) RESIDENCE 2'-8" 3'-4" 2'-8. 2'-9 I I "Marvin" CUSFD2610, (Fixed) 2'-8 1/14' x T- 2 I/2 O Clad Ultimate Slidin French Door 1R.0.) 5335 THE LONG WAY u li Matching/Centered Window, 3 ROOF `; I © ROOF © ° i `r "Marvin" CUSFD12010-OXXO-RH IT-O" x T-2 1/2' EAST MARION, NY I'- " 3'-2"``� 3'-8" 1 M ® Clad Ultimate Sliding French Door (R.O.) TOWN OF 5OUTHOLD ------- - - ------ 5CTMa 1000-21-05-13 ----- "Marvin" CUSFDI0010-OXXO-LH 10'-0' x T-2 1/2' III I -- — r—_1r--=---rr-- --------- II Clad Ultimate Sliding French Door (R.O.) — - it fr - OAbove OAbove I ii h -a I u li 9$-2" © "Marvin" CUIFD3010-OX-RH 3'-2 1/10 x 1'-2 1/2' ARCHITECT: u ROOF I Clad Ultimate InSwing French Door (R.O.) li I O "Marvin" CUSFDIOOO-OXXO-RH 10'-0' x 6'-10 1/2' FREDERICK R. WEBER u I Clad Ultimate Sliding French Door (R.OJ 41 EA5T MAPLE ROAD C II II I C "Marvin" CUSFD10048-OXXO-LH 10'-0' x 6'-10 1/2' GREENLAWN, NY 11140 u 1i I 11 " O Clad Ultimate Sliding French Door (R.O.) 52 NOYAC PATH A6 , 23 0 I A-I IS -4 14 -8 8 "t � " " WATER MILL, NY 1191L I 9 Existing Door 2-8 x 6-8 . w/Top Lights (Door) '- - - - - - - - - - - - = _ TEL 431 154-5555 fweberarchitecteyahoo.com ode(--Numbers.Refer ,to "Marvin", StormPlus. Clad, Impact Zone 3, Low-E II w/Argon Glass 10'-0" 3'-0" 10'-0" * Verify Operation SEAL: d *F a M CJ 2ND FLOOR = 1,134 SF l6 B A6 r +O 2ND FLOOR PLAN �Tti REV.: DATE: JULY 25. 2022 SCALE: 1/4" = 1'-0" JOB NO: w202109 DRAWING NO. A 4 OF A8 FREDERICK ROBERT - - o >c a ARCHITECT C. ` % a - - - - I N----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ 5/4 _r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - -M - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r - - - - - - - - - - - - - - - - - - - - - - ------- , IIII IIlII' -ill - iI IIIIIIIIIIII I II. . L ©IiIIII I,IIII IIIIIIIIIII -)D Cec.k CDorpapie r I n - -I —x peDecking I - - - - - - - -.—...—.II�I - -O— - -. —. .— — ii on 2x— Slee ers, 16 o.c., on Pitched Membrane Roofing. ..... .. .. .. .. ...... .. Roof Drain Thru Srdewall to Downspout (Tgp.) 17 5/4x6 Cedar Cap Rail 9x4 Cedar Posts I Horrz. Cable Rail O.C. 12 I 12 12 I. _..._. - -_— _ - - ------- ------------ - - SFlhainreg le(T ) Z 3 " .oe 4 1/4 4 1/4 - - - - - - - 7 I r I , ......... . n Scupper I Ill .• • Existing Deck Structure _ _ _ _ _ - - - - (WNwWTWf n� ----r —IIIIIIiIIII- - JIIIIIIII'I ItIIII -- - - T - - -I- - - - --_- -- --�r L- j j L L IL_I " a ri e " t_le IIIII - - - - -®- - - - - L Overhead or I LU LJ ------------------ L - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - —J - - - - - - - - - - - - - - LJ L L J J L _ J EAST ELEVATION WEST ELEVATION rIIIIII�lIIIIIIII JIIIIII - TLJDRAWING S OTITLE: I/4" '-0" ELEVATIONS Metal Flue w/ Rain Cap Framed Flue Enclosure w/ Shingle Siding "Diamond" Shingle Pattern Ix8 Rake Bd. w/ "Ram's Crown" 4S RESIDENCE T_ Sawn Weed Ix8 Frieze Bd. w/ Brackets Inhincillpq 5335 THE LONG L WAY Knex Y Ix6 Frieze Bd. EAST MARION. NY Half Round Alum. Gutter SCTM# 1000-21-05-13:: � — — — — — — — — — — — — — — — — — — — — — — — — — —o — 11 I ILL • IIIIIiIII JO IIrIIIi1IIIiII I 1IIIIIII- ' -i - - - - _ — _ _ ___ JIIIiIIIiII= _IIiIIIIiI �ARCHIT ECT: EDERICK R . s/=,,W.,i'`E� B�— � E `Li Li R i 41 EAST MAPLE ROAD5/4x4 Casing on GREENLAWN. NY, 11"140 5/4x6 hoP Ca Windows E Doors 4x4 C rosts Red Cedar Srdewall 52 NOYAC PATH SR I, 4" cc WATER MILL, NY 11914Shingles, 6" Exposure TEL 431 154-5555 rweberarchitecteyahoo.com -------- - -------------------- SEAL:' i ........ ...rr � OO _LL Bracketed Overhang u 1 T I—T 1-1 -t I-I -T I-T T I—Ir 1-1 -T FT I 1-17 Tj r ri-rl—I-r r I: 1�171_17T) - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - -—_ REV.: DATE: JULY 25, 2022 SCALE: 1/4" JOB NO: w202109 LJ DRAWING NO. IL---------------------- — ------------ 1--------------------=--------------------j L--------------------=-------------- - ------ - ---------------------------------------------------------------- ———————————— ——— r U L J NORTH ELEVATION SOUTH ELEVATION _j A5 1/4 ►'-0" / FREDERICK ROBERT WEBER II 1/8" LVL Ridge, Strap over Ridge ARCHITECT 12 12 2x10 R.R., 16"oc Ix8 PVC Rake Bd. Ix6 PVC TtG Soffit Ix6 PVC Frieze Bd. 2x10 C.T., 16" c Hurricane Straps on All Roof Rafters C ........ ....... . ...... .......... M _ O � 3'-8 12" 3'-2" 6 4'-0" 41- " V-2" 3' 8 1/2" cv w 23'-0" New Shingle Flare \ H 8 Base of Siding Z Existing 2x10 F.J. 16" oc 5/8" Type "X" Gyp. Bd. on Ceiling. F� Seal off from Existing Adjacent House Existing 8" GARAGE F Conc. Foundation Wall Existing 4" Existing P. Conc. Slab P. Conc. Footing W SECTION CC RE-ROOFING Tapersawn (Pressure « II 1/8" LVL 2x10 R.R., 16"oc Strap Treated) Red Cedar Ridge. Strap Ridge Roof Shingles, 5/8" Butt l Ridge, Strap 8 LVL Rld a DRAWING TITLE: over Ridge N Over Ridge Vent rid Under •:.. 7 ....•:::...... .. :............•........I..:•: ..............;: :;;.::. :........... ;::.... :;;r......:. ......:;....• :............. .......... _:'.......... ............. •............ :...........:: ::.:-...... ':..............:............ :::•:•::::.' ::::::•:'::•:.. f gg i le:':.:::::. Roo Shingles s ::.:::::. ::.:::::..:::.•:.....::.:: ::::........ ':::::::::::.. .::::.-::::: .............. .............. ............. .............. .............. .............. ... ...... .............. .............. ............. ........ ............. ........... .............. ........,. . ........ ...........:.. :: •:;:::;;;;:;: 9 12 ...... ........ ....... ....... ....... ....... ....... ....... ....... ....... ... ....... ........ ........ ....... ....... ....... ....... ..... ....... ........ ....... ::::. underlayrm GAF SECTIONS �� -- 2x10 R.R., 16"oc 2xl Ft For Deck Krmor or Equal L:: ' - 12 ::::::::i;4 O rlay Roc ::::>s;;-.. 2x6 :Tie :•:::. 5/8" PI wd. I/2" PI Laid. .::........: :::..... 12 Roof Sheathin Gusset >: 9 2x tuds 6 ,14 2xl R. !Both Sides) 4 S Block ( ) R.R. :,;.;..... 3 2x10 R.R., I6"oc 16" oc c in from Gable End `t� « « New 6 Closed 32 oc (Typ.) 2x6 "Truss" Cell Spray Foam (R38) 2x8 C.T., 16 oc 2x8 C.T., 16 oc 16 oc - Ice t Water N ::::• .. ...... --------------------- ,/ /, 2 Shield 2xl C I o ( T uss --- ------------p - :' Hurricane Straps on ""'` :::: (3) II 1/8: LVL Hdr. (3) II 1/8 LVL Hdr. - "' :»>> 2x10 C.J., 16"oc :•:.;: :<� <v JOB: I All Roof Rafters hn——— e^a —girl "•;;.;.. ;:i»..,;::• :.;.:::'::a.;.. � :.:. o un nu =---- _111 _---- Hill t1 o NEW EXTERIOR TRIM - IIII iN nil lfilr- -_-- --- �mr- IIII nit O (3) ll Z/8 L 1/ New 6" Closed IIII IIII IIIIr----------'-- N --------o- ----111I1 IIII IIII �Ix8 PVC Fascia Bd. 5/4 x 4 Ipe Decking N (3) II 8 LEYr4S _ ______ (3) II 1/8 LVL Hdr. , __________________ _ on 2x- Slee er% IC o.c., _ LV Header LV Header Cell'Spray Foam (R38) _ RESIDENCE Ix6 PVC TtG Soffit pp Walls (Addition) li -- ----------------- it - I+Ir I :441 - II --- ------------- - II on Pitched Membrane Roofing, Ix6 PVC Frieze Bd. II II (IIII 1 I HillII II Roof Drain Thru Sldewall to ' Red Cedar H i1 HHI 1 I unl n n 1/2 Round Downspout (T9p.) 5335 THE LONG WAY Shingles II II hill 1 i _ Hill II II Alum. Gutter cv EAST MARION NY 304 Felt II II nHl (2) I I/ 1 I/4� °p Hitt n II 2x4 Cedar Cap Rail ao _ Existing 5/8" Plywood Sheathing II CN II lift► Studs t r. I v Hill Il °' II - 4x4 Cedar Posts 'v ' LOFT cv TOWN OF SOUTHOLD 2x6 Studs, 10 oc II II Itiii I I IIIII II °- II Horiz. Cable Rail (-4" o.c.) �I ' SCTM# 1000-21-05-13 II cv II IIIII I I IIIII II II Rail r 2" Closed Il I E—° °—� Il IIIII -31 I 1 nnl u H �� n Cell Sprayg Foam n n IIIII III _ /, III Hnl n II 12 6" "Roxul" Insul. 12 Block Between Studs " Insulation (RI3), 6N it 13,_8„ II 21 8 13 -8 o "':..:: . ', ARCHITECT: 3 1/2" F G 11 II IIIII IIIII II II for Soundproofing 4 1/4 _ t Thru-Bolt Rafter , j 3 n n earin a IhU (�) I I/2'iK 1 I/4: nl - BeMhhg Wal w/ II li (All Floors) Haller to Brace Wall cn gg g Batts (RI3) u n 1/2" PlgwoodlIBn Full Hgt. ihVL Studs HI 1/2n111Plywo on n M l� ° - :.;;:;.: (1) Side for 15Hear w/ (1) 1 IN2"x 1 I(2" 111 - (1) �Jpe for Shear ° _ _ ___________________ _ m FREDERICK R. WEBER 5/e" Gypsum Bd. , ilill 1 s _ 41 EAST MAPLE ROAD _ Jack Studil Each Side - _ - IIIII = -I- ------------------------- ---- GREENLAWN. NY 11140 -"� �-9 I/2" I-Jost. I6„oc F WF Girder tltlt (Both Si s of Door) III _ -,�_ _ - - _ IL__—.— ----------11L_-- JIIII —9 r/2"' 1=Jas�.rt6"'oc — — -'' `" I ----------------JII ---------- _ _ _ _ --_ — _ IIL---------------- --JII I r ___ — 11M— ul t�1 _ _ _ _ _ ( ) I " LVL�Hdr. _ _ _ _ _ _ _ _ _11� _ _ _ -„Sound-Proo-t"� �Stl1B- b- - - lil- - = I I (3) 14" LVL i � 52 NOYAC PATH Walls (Existing) � � IIII IIII t t g N Header................................................................ ...(3> II 1/8"..............I I WATER MILL. NY 1191E ,l / N , 11I• ........................... ................................ .................................... .. .. 1 li III III ll 1 i I 6 I 6 -6 14 -1 6 LVL ender II -II 5'-6 /, „ I I I III IIIII IIIII I I I l Red Cedar I t11 6 6 -10 I II I I IIIII IIIII III II i Shingles I I 1/2" Plywd. Sheathing I I TEL 431 154-5555 1 1 I IIIII IIIII i I New dx6 Po IP1, +s I Il III III III 304 Felt 1 on Porch Ceiling to I I fweberarchitect yahoo.com Hill Hill _ _ (Encase in Brace 2-Stor Wall _ I I l i III IIIII IIIII I I I I 2 Closed I 9 _ - 1 - I i I « m IOx10 PVC Ill iy Ill cv III III I I I III -0 Existing '- 1I � I i Ill Inn inn I I I I P oo I New New r 1 I 1 New SEAL: i i IIIII IIIII Cell S ra Foam � � I I I � Sill (Addition) III i t I I IIIII I IIIII I I I I Insulation RI3). F— I I I I N I I FOYER PATIO 1 I I LIVING ROOM � ;- I Il �. �� III E-- .—� 1 II F� •—� III 3 I/2 F.G. I I 15'-10 I I COVE 5 _ _ _ l2) 2x6 Sill III i i III IIIII IIIII 1 II III Batts (RI3) i (Pressure Treated), I I 1 1 I I Hill Existi 2x10 F.J. IIIII I I I I E fisting I I I I _ I I I IIIII1 L « IIIII I 1 N I Copper Termite I I III 16 o IIIL Ll ll I 5/8 Gypsum Bd. I I t I �r I I i New Bluestone pp III I i i i IIIII IIIII I I I t ECK I I New 5/4 x4 t i Existing Existing I I - Patio on 4 ^ Shield w/ Sill Seal t I 1 IIIII IIIII I I m i `� ° 5/8" x I6" Anchor I l I I I I I I lT Remain) Ipe Decking 2x8 DJ, 16" oc 2x10 FJ, 16" oc 1 I P. Conc. Bolts. 32 oc, w/ 1 S t..l ............... ..I..I .......................... - « Haunched SlabT , p 1 Square TxT Washer ,. � I Replace (2) 2x8 Existing I I 6 Roxul I I Foundation (Addition) Existing (3) 2x10 Add (1) 3/4" 9" Stl. w/ New 2 Closed 1 Girder, Post. Insul. (Typ.) (3) 2x10 a- (I) 2x10 to Existing (3) x10 Cell I sulation / lei t Girder Add (1) 3/4"x9" Stl. Iu/ New New 8" P. Conc. Found. 8" 1'-4" Pit, T-3" 1'-6" Girder 6,_^N . 6�- 4" 6'-6" 6'-9" a 'Bak" Sill New SS Joist`'� 8 „ 1 1 ,/ ,/ I Existin (I) :2x10 to Existing l3^ 7x10 CRAWLSPACE Wall w/ (2) 45 Barsa Existing 8 I New 16 xld P. Hangers to ,� I I 8 P. Conc. Top t Bottom CI 3 I/2 P. Conc. I one. Piers on O Existing 2x8iv I 1 Found. Wall New Existing " « Pipe Col.' I I Existing Steel Foundation 1 2P x20 x10 1 Nailer f� 2" Closed Existing 44 Bars 32"oc Between BASEMENT BASEMENT Plpe Column a- Wall I Pl. Conc. Ftg. I Cell Spra Foam Footing t Found-Wall Cam: J Existing BASEMENT I I OCT 1° 2022 Existing (2) 2x8 8" P. Conc. Insulation RI3) 'r AUG 23 2022 « « (S ra w/Flame I I REV.: AUG 4 ' 2022 18 x10 P. Conc: Ftg. 2 Closed Girder on 4x4 Post Found. Wall P y w/ 2" Keyway and „ Cell Spa Foam Existin on 8"x8" Conc. Pier Retardant Existing 4 g 9 I I (3) 45 Bars (Cont.) P. Conc. Slab Insulatio (RI3) P. Conc. (Add Straps Per Existing I I Footing Drawing A2) 4 P. Conc. Slab DATE: JULY 25° 2022 SCALE. 1/4" - 1'-0" J L___J JOB NO: iu202109 DRAWING NO. SECTION AA SECTION BB = 1'-0" = 23'-0" 18'-4" 14'-8" A6 OF A8 1= I N 1 S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALL5 CEILING HGT. REMARKS FREDERICK W W W a v v m W ROBERT N to to U W w � z ¢ to m in m o > n- ►- CZ z _z no WEBER M ap i < Q U D W ¢ z 0 U I— < U Q ;n W m c w Cj W ... W O z p p w U a = o i U z w - m Q a — � W m a r O r- ,,, O O LU �y a z U � oc m oc W >- W z 3 J < U Z ¢ z W o � z o~c W z z Q < z W V _ _ � O _ o >- 04 � >- w ARCHITECT Q J W ao "r H U x Z U � b z o a ¢ W = O W O o O 1— (L m U _ 0 = m Cl- > r= (f) U tIl — — > z FOYER 8 ® ® ® ® q'_0' POWDER ROOM 10 ® ® ® a 8 91_01, LIVING ROOM ® ® ® ® 18'-0" \ tr- KITCHEN ® ® ® ® © ® 9'-0" ODINING ROOM 0 10 ® 01 12'-0" J HALL ® 0 ® ® q,_O„ LL BEDROOM I 8 ® ® ® 90-0" t j BATH I ® ® ® ® ® ® °I1-O" BEDROOM 2 ® ® 8 0 FRONT PORCH ® ® ® ® ® Q I—I REAR PORCH ® ® ® 8 H� MAIN STAIR ® ® 1 8 ® ® Varies ^Q QL LOFT ® ® ® ® ® 9,_0„ F� � BEDROOM 3 101 0 01 0 100_4" �r �i \ BATH 2 ® 0101 ® ® 8'-4" 3/� COPE I/2 COPE Q 0 BEDROOM 4 ® 8 ® ® ® 10'-4" FULL SIZE FULL SIZE ^ Z BATH 3 8 ® ® ® ® 8 8'-4" �..J v 1 tY I---I W Q[ BASEMENT ® ® ® ® ® J J Jl U �i W W CAP MOULDING DRAWING TITLE: FINISH SCHEDULE CAP CAP CAP MOULDING: MOULDING MOULDING TRIM FACE OF JOB: ca LEVAS RESIDENCE Ix6 TEG lx6 HORIZ. V-GROOVE 5/8" 5/8" SHIPLAP 5335 THE LONG WAY GWB VERTICAL 2 1/2" GWB WAINSCOTING GWB W/ NICKEL EAST MARION. NY BD. (OPTION STILES t JOINT W/ BEAD) RAILS 3/4 I TOWN OF SOUTHOLD 5CTM# 1000-21-05-13 BACK 5/8„ BAND GYP. BD. ARCHITECT: 71' FREDERICK R. WEBER �t 41 EAST MAPLE ROAD GREENLAWN, NY 11140 52 NOYAC PATH VENEER WATER MILL, NY 1191L m BACK PLYWOOD BAND NOTE: 3/4" fwebera chit ctegahoo.5om ALL ELECTRICAL RECEPTACLES TO BE INSTALLED 3/4x5/8 HORIZONTALLY IN BASE SEAL:NOSE # MOULDING (UNLESS OTHERWISE PONE NOTED)WIVDOW WINDOW/DOOR HEAD CSINC�— TYP . MOLDING ,;. Half Full Size " ..` Half Full Size I" 1/4' / / I" 4" SQUARE EDGE BASE "J 5/4x8 Ix8 Ix8 5/ x8 SHOWER UNDER URB 4 RECEPTACLE OVER C BASE BASE BASE BASE 2 3/4" H. x 4 1 2" W. CABINETS, ETC. (TYPICA ) tr d- M Note: � M M Where Window Sills — Occur Directly m Above Counte , Eliminate Casing and REV.: rtops M Extend Backspplash to I/4" WIDTH AS REQUIRED 1/4° Underside of Sill , DATE: JULY 25, 2022 WINDOW 3/4' CASING SCALE: WINDOW SILL— SILL MULTIPLE UNITS SHOE SHOE SHOE SHOE JOB NO: w202109 ELEVATION DRAWING NO. Half Full Size Half Full Size 3" 8" BASE (Typical) 4" SASE (Typical) A7 VERTICAL H O R I Z. FULL 51ZE FULL SIZE BARDS PANELING WAINSCOTING BOARDS Half Full Size Half Full Size Half Full Size Half Full Size OF A8 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS / 2 x 6 TIE EACH RAFTER FREDERICK ICE SHIELD UNDERLAYMENT Joint Description Nail Sizes Nail Spacing ROBERT REQUIRED - 24" FROM EDGE ROOF FRAMING WEBER HURRICANE CLIP Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter TYPICAL. Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions (Face-nailed) 4- 16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2 - 8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2 - 8d each end Rim Board to Rafter(End-nailed) 2 - 16d each end WALL FRAMING Top Plate to Top Plate (Face-nailed) 2 - 16d ' per foot Top Plates at Intersections (Face-nailed) 4- 16d joints-each side SIMPSON H2 HURRICANE MST31 METAL STRAP Stud to Stud Face-nailed) 2 - 16d 24" o.c. CLIP NAILED. FROM PROVIDE 8d COMMON 0 ALL JACK POSTS 9 RAFTER TO STUD. - NAILS 9 4" O.C. AT Header to Header Face-nailed) 16d 16" o.c. along edges w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 2x4 stud 5 - 8d NAILS EACH E 2 - 16d per 2x6 stud SHEATHING. 2 - 16d per 2x8 stud SHEATHING TO LAP TOP WALL PLATES APA RATED PLYWOOD TO Bottom Plate to Floor Joist,Ban djoist,Endjoist or Blocking (Face-nailed) 2 - 16d ''2 per foot EXTEND TO TOP OF TOP PLATE -4 8d NAILS FLOOR FRAMING F—I TYPICAL MST31 METAL STRAP Joist to Sill , To Plate or Girder Toe-nailed H� e JACK POST P ( ) 4- 8d per joist MST21 9 STUDS Bridging to Joist (Toe-nailed) 2 - 8d each end W w/ 4 - 8d NAILS 848" O.C. = Blocking to Joist (Toe-nailed) 2 - 8d each end Q r 1 EACH END - TYP. SIMPSON MST21 Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block I I/2" WIDE - 12 GAGE Ledger Strip to Beam (Face-nailed) 3 - 16d each joist METAL STRAP 832" OC. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist FLOOR JOIST MAXIMUM. Band Joist to Joist (End-nailed) 3 - 16d per joist Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per foot \ DOUBLE TOPS PLYWOOD SHEATHING = ROOF SHEATHING PLATE F—� TO OVER LAP BOX HEADER 2 x 6 al6" O.C. BEAM - TOP + BOTTOM. _ Structural Panels 8d 4" o.c. perimeter zone V 1 STUDS SIMPSON MTSA IS-Z W/ other 6" o.c. edges of (6) 8d NAILS TOP t panel , 12" o.c. interior BOTTOM 9 32" O.C. of panel Diagonal Board Sheathing 1" x 6" or 1" x 8" 2 - 8d per support SECTION ELEVATION 1" x 10" or wider 3 - 8d per support Tn CEILING SHEATHING O Gypsum Wallboard 5d 7" edge /10" field /_SIMPSON MTSA 18-Z W/ WALL SHEATHING W W l6> Sd NAILS TOP ! - BOTTOM ° 32" O.C. Structural Panels 8d (see table 3.9) Fiberboard Panels SIMPSON LTP4-Z W/ SIMPSON LTP4-Z W/ H (6) 8d NAILS TOP t (6) 8d NAILS TOP t /16 6d 3" edge/6" field BOTTOM s 32" O.C. = FLOOR JOIST ,� BOTTOM 32" O.C. 25 /32" 8d 3" edge /6" field NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION e - _ - v.O.C. : Sd AIL C N S 4 H - - - - _ _ = Gypsum Wallboard 5d 7 DRAWING TITLE. O LAP ILL ..:.•.::...•.. :..,.,:.:•;.:'..:...:•.::'-..-,,:.:.;: ..,': • ,., e /1 .. ..: (SHEATHING T S PLATE) • ••'• •' •• • •' ••, ><r': edge 0 field m t <; EBA '•>' :•��'� and 2 5 R R Hardboard see table 39 - r ,y• SILL Part icleboard Panels I P x 6 S LATE 8d) 2 S .� -' see�.:.:' . , table 3.9 ., • • • ) ODE COPPER TERMITE SHIELD `' TED. is anal Board Sheathin Q TREATED. �' 9 9 w/ ILL E T ':•� �>'S S Y :���. �•:' •'t'. H H or " f, .1+ 1 x 6 1 x 8 2 - per r support '4•'• H H PP •tr" •.�', e r.. 0 r 1 x 1 or wide ^iv ..4.r >^.:'- per support SEE FOUNDATION DWG. = ,�-.S N N G. t F4': P P :.a.• ...?•• '•''�:.�i FOR DESIGN/REINFORCING . , t .• "' • '``•'� �•"•�' -A. ,1. :�; .,`',.:,..,�` �'j•''• •.1: SHEATHING AT FLOOR IN •in L G Structural Panels 5/8" x 10A.B. 932" OC.w/ 2"x2"x3/16" WASHER. 1" or less 8d 6" edge /12" field (HOT DIPPED GALV. OR greater than 1" 10d 6" edge /6 field STAINLESS STEEL) Diagonal Board Sheathing JOB: ISOLATE WASHER FROM HOLD DOWN + 2 - 8d per support SILL PL W/ FELT STRIP P PP V,4S 1" x 10" or wider 3 - 8d per support RESIDENCE 'Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall 5335 THE LONG WAY be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path. EAST MARION, NY 2When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 - 16d nail per foot. SCTM# 1000-21-05-13 -------------------------- ARCHITECT: -------------- ------ ------ -------------------------- I I FREDERICK R. WEBER I 41 EAST MAPLE ROAD I GREENLAWN, NY 11140 I DESIGN CRITERIA: 52 NOYAC PATH WATER MILL. NY 11914 GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 1.31 154-5555 FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 34" fweberarchitect9gahoo.com V4" x 20 GA. GALV, STRAP I I/4" x 20 GA. GALV, STRAP LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY PRO IDE•8d• COMMON•NAIL•S a 6" O.C.• w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN AT L'.Ai2EAS �0�. 12d0 .� THER: EACH END ®1C O.C. EACH END SIC O.C. BEDROOMS - 30 PSF. L.L. T N';4'•'FROM.RIDGE/`HIPfG ABLE DECAY - SLIGHT SEAL: WIND SPEED - 130 MPH I I/4" x 20 GA, GALV. STRAP ICE SHIELD UNDERLAYMENT REQUIRED - YES w/ 5-8d COMMON NAILS TO I I/4" x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B {'��' r'`,c:s; r�•`~� '<�•; FDN. alb" O.C. w/ 5-8d COMMON NAILS IN `_-- EACH END 910 O.C. PROVIDE 8d COMMON NAILS 9 4" O.C. a AT ALL HIGH PRESSURE ZONES . . . . . . . . . . . . . . . . . . . . . . . . . . . . DEIGN CRITERIA: ' DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME . . . . . . . . . . . . . . . . . . . . . . . CONSTRUCTION CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. NOTE: HIGH PRESSURE ZONES ARE ALL AREAS ' 4'-0" FROM ANY RIDGE, HIP OR GABL END T-O" MAX. WINDOWS - GLAZED OPENING REV.: T-Off MAX. 2 d COMMON DATE: JULY 25. 2022 _--__-- I �p'a s* — _ ____ NAIL TO SILL EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE SCALE: AS NOTED ": '° PLA E DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1994 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT{ M CT L,r JOB NO: w202109 RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 1/14" AND A MAXIMUM SPAN OF 8' 'SHALL BE PERMITTED AS OPENING, ROOF FLAN PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 16" OC: DRAWING NO. FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' � . GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR A8 OF A8 FREDERICK ROBERT WEBER e AL ARCHITECT Existing Ste s Sxistinq teps ---- (3) II 1/8" LVL > -----_ - .--------------� > J ---------- ---- J co r I I � � i I •I r' � + ------ (3) 11 :1/8" LVL_------- `� I I ��J � � I I `� (3) II 1/8" LVL -------------------------- - -- - - ----- --- - IN, IN. .o" � 2+/x.8 R'.R` 2 x8\R. — —.o ttIII IIIII IIIII1 IIII•III1II =>J\ OO©©E E DULE� ------- ----------- ----------------- " ---- WIVDOWSC - o ?�oc 16- oc. U r----------------- ----I r--- ------------------- Are aUnit Model R.O. Opn9 Egress Existing Ste s ADH3260 3 -2„x 6 -0„ Yes / 2x8 R.R:;--1& '••Qc acl R'.R., 16 cc CO oo N x Sher I . Overlay Roof 04 N WallOverlay Roof(3) II 1/8 LVL Hdr. ADH3250 3'-2"x 5'-0" YesShear : " LVL orer Wall Corner ADH2638 T-6"x V-8" No> 5x5x3/8„ < E Steel Column New 9 I/2" T:JII?30, 16 oc j (4) 1 1/2"x 1 1/4" New q 1/2 TJI 230, 16 oc O ADH2440 24"x 4 0" NoFull Hgt. LVL Studs R., w/ (I) I I/2"x I/2": 10 (2) 1 1/2"x 1 1/4" Jack Stud Each Side Full Hgt. LVL Studs Einx ADH2840 2'-8"x 4'-0" No (Both Sides of Door): w/ (3) 1 1/2"x 5 1/2 Corner Studs1. ADH2848 2'-8"x 4'-8. No > o1 ATF3220 3'-2"x 2'-0" No I LL \O�QFr� �I IJIT i I IM I i APW4060 4'-0"x 6'-0" No P1� I : I I mlllOx I , w I �, ► I— t I > JO ATF4020 4'-0'x 2'-0" No I I U 1I1� I I A : I I I •I T/1 6- '�`6 I I I '4, K ATF4820 4'-8"x 2'-O" No O �/ 1 New q 1/2" T:JI 12130, 14" cc o III I a- / III I O AOVLD3020 3'-0'x 2'-0" No C _:j III 5x5x3/8" 6x6 6X6 I I OM APW3440 3'-4"x 4'-O" NoSteel Column Pt Post(3) II 1/81 LVL W W ----------a- ----------- --------- -- —.—.—.—.-- �.— — — — — — -' O APW3844 3'-8"x 4'-4" No ---------.-��----------- ------------- =--------- , > N I �: .: (Drop) I —1 °° '-0"ADH3050 3 x 5'-0" No I o I I cr:I I I I III Cr Wet `9 t I ;o I (2) 9 1/2" LVL ® APW2844 2'-8"x 4'-4" No — I I — - —.—. —. w Bar - ---=-+-1--------------- - DRAWING TITLE. I O I"':I O- O Model Numbers Refer to "Andersen" A-Series, PG50, 1 CAI__I_,A_I Imo• N . Low-E4 w/Argon Glass, Simulated Divided Light I I , Imo; •;— 1t H i,s: II II i, �, 3' • Strap Windows in Framed Openings 2ND FRAMING �: J I Alternate: "Stormwatch", Impact Zone 3 (IST FLOOR) = I I 1 a- I I : •. Cro- (2) 91112' LVL I I MI I I DOOR SCHEDULE I I ciil q w 1 9' Cell g r-----�� --- r------- t , ....... :...........I � � :I i (2) 11 1/8" LVL I New q 1/2 'TJI 230, 16" oc Unit Model u Width t Height ___ -----_----- JOB: • •`•—•—'—=— - I Front Door t Sidelites 3'-0'x -0" (Door ---- --- l2) 9 I%2" LVL i i f2) 9 I/2" LVL O 1'("Simpson"- Custom) (2) I'-2'x T-0' (5.L..) L E Y,4 S u / 2x10 R.R., 14' oc / 2x10 R.R1, 16" oc , I "Marvin" CUSFD10010-OXXO-RH 10'-0" x T-2 1/2" - • - - 9- - LVL w/—(2)—I/2 x9„ StL i�- Clad Ultimate Sliding French Door (R.O.) RESIDENCE T "Marvin" CUSFD2610, (Fixed) T-8 1/19' x 1'- 1 112 I :2x10 C.T.,I16" oc i i , C2 .; Clad Ultimate Sliding French Door (R.O.) 5335 THE LONG WAY N EAST MARION, NY Pitched I Flat Celli I Pitched I 1 c� c� 9 " 1 TOX 12'_O X "Marvin" CUSFD12010-OXXO-RH 12'-0' x T-2 1/2" > I >s I 1 I `�' =° `�' C4 =° 0 ® Clad Ultimate Sliding French Door (R.O.) TOWN OF SOUTHOLD I > _ SCTM# 1000-21-05-13 • "Marvin" CUSFDI0010-OXXO-LH 10'-0" x T-2 1/2" I I (2) 9 1/2' LVL "(3) 9 1/2" LVL (2) 9 I/ LVL 1 . I (3) 9 1/2" LVL Clad Ultimate Sliding French Door (R.O.) Cr "Marvin" CUIFD3010-OX-RH V-2 1/14' x T-2 1/2' ARCHITECT: © Clad Ultimate InSwing French Door (R.O.) ~ I v i OD1 "Marvin" CUSFD10068-OXXO-RH 10'-0" x 6'-10 1/2" FREDERICK R. WEBER Y „ N , r 72 , Clad Ultimate Sliding French Door (R.O.) 41 EAST MAPLE ROAD C 2x10 IR.R., 16 oc p� I 2x10 R.R), I6 oc C CR III _ Y GREENLAWN, NY 11140 Marvin" CUSFDIO048-OXXO-LH 10-0 x 6-10 1/2 A6 I I A-1 Clad Ultimate Sliding French Door (R.O.) 2x10 C.T., I6 oc I I 9 52 NOYAC PATH / 1 " I I I q Existing Door 2'-8" x 6'-8" WATER MILL, NY 11916 Q I 1 —————- _———__-— ————— w/Top Lights (Door) PROVIDE "SIMPSON" HDU2-Z HOLD-DOWN FROM STUD WALL/WALL PL. (3) II 1/.8" LVL TEL 1.31 154-5555 TO FOUNDATION WALL (3) 9 I/2" LVL Model Numbers Refer to "Marvin", StormPlus, Clad, fweberarchitecteyahoo.com PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL Impact Zone 3, Low-E II w/Argon Glass * Verify Operation SEAL: FRAMING NOTES: B 1 I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER A(. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. !'r. •;� ...............................................................................: : 3. ALL SUBFLOORI'NG TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD """""""""""""' """" """""""""""""""""""""""' TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 2ND FRAMING 4. ALL HEADERS V-O" AND OVER 5HALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. ( IST 1 '�'0 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. FLOOR ) y PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. „ = I,_O„ REV.: 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. DATE: JULY 25; 2022 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL SCALE: 1/4" = I'-Off AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 8 12" O.C. INTERMEDIATE. JOB NO: w202109 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. DRAWING NO. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 9 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. st 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 FREDERICK ROBERT WEBER B A6 ARCHITECT - I ----------- ------------ , I I I I I I ROOF 1 y -4 I WINDOW SCH DULI= v 1 °'P lea 1 `� 1 Unit Model U R.O..O. Opng Egress 0 1 ® ADH3240 3'-2"x b'-0" Yes I ROOF 1 I (3) II 1/8":LVL Hdr. (3) 1/ L Hdr. (3) II 1/8": LVL Hdr. 1 © ADH3250 3'-2"x 5'-O" Yes O DH2638 2 6 x 3 8 No Q T 1 1 I (2) 1 1/2«x 1 1/4 (2) 1 1/2«x 1 1/4 " I 1 -� " " Full Hgt. OIL St ds D ADH2110 2'-4 x 4'-0 No Full Hgt. LYL Studs \ � Full Hgt. LVL Studs 1 1 �rl (Con;lnuous to 2nd j \ mil( W I 1 I 1 I 1 ' " ' " 2x10 R.R., 16" oc i 2x10 R.R.,116'/ Floor Wall E) -i EO ADH2810 2 -8 x 4 -0 No oc 2,x10 R.R., 16 oc I 2x10 R.R.,116 oc \ - 1 0 O ADH2848 2'-8'x 4'-8" No F•—� \I I 1 � 1 2x8 C.TJ, 16" oc � � � '�/ 2x8 C.TJ, 16" oc > j I / j o 0 0 \� ( I GO ATF3220 3'-2"x T-O" No O v 1 Peal o Flat Celling / o I Pitch a ,, E Pi 10 Flat Cellmg o 1 Pitch tch F-1 W a 10't4„ \ems/ i - - ��, \ ® lp•14" O APW4060 4'-0"x 6'-0" No j ch j J I O ATF4020 4'-0"x T-O" No Y^A III I I 0o I I X x x x I I I A T� A6 i i r / i N i \ i Al (g) ATF4820 4'-8'x T-O" No o v 1 U U 031 O AOVLD3020 3'-O"x 2'-0" No 1��j --- 1 Il 1/8" LVL Ridge \ Q. —.—.—.—.—.—.—.—.—. —.—.—. _ —I—.—.—.—.� i = O APW3440 3'-4„x 4•-0" No W 2x16 R.R., 16 oc I 2x10 R.R.,116 oc — — — — — (3) II 1/8 LVL Hdr. — — — — 2x16 R.R., 16" oc 2x10 R.R.,116" oc j 2x8 C.T , 16' oc I y212 I I 1 O APW3844 3'-8"x 4'-4" No I I / Lx6 Post / 2x8•/C.7J, 16" oc cv L 1 I --------------------- ----------- 1 ea/ i 1 - © ADH3050 3'-O"x 5'-0" No � ------__L_-- ® APW2844 2'-8"x 4'-4" No 1.I I r ____ Y � DRAWING TITLE: I ----\- 1 4Acc�essl o o " " 2xl 16" oc i 2x10 R.R., I oc I Model Numbers Refer to "Andersen" A-Series, PG50, _ -- — \ I _ > Low-E4 w/Argon Glass, Simulated Divided Light ROOF FRAMING I } 1 � � I - - � _ - - xl0 � ., 16" oc Strap Windows in Framed Openings 3 ° 1 / Alternate: "Stormuiatch", Impact Zone 3 (2ND FLOOR) / 2x10 R.R., 16" oc xl R., I " do ___ O O u °D o- x x / ------ CL 2xl0 c Ib° oc 1 —c / I DOOR SCHEDULE -- — 1� I r-------- ---------------- -- --- ------ 1 Unit Model �I I Width It Height I 1 I1 1 1 / O R.R., 16" oc 2x10 16" JOB. -------- Front Door t Sidelites 3'-0'x T-O" (Door . (3) 9 I/2" LVL Hdr. (3) 9 I/2" LVL: Hdr. (3) 9 I/2" LVL Hdr. 2x10 ., 1L" oc i O ("Simpson"- Custom) (2) I'-2'x T-O' (51) LEVAS "Marvin" CUSFDIOO1O-OXXO-RH 10'-0" x T-21/2'II I 1 Clad Ultimate Sliding French Door (R.O.) RESIDENCE iuh 2 ilil � i li 11 I "Marvin" CUSFD2610, (Fixed) 2'-8 11V x T- 2 1/2 i li II 1 (2) 9 1/2" LVL Hdr. 5335 THE LONG WAY ROOF I Clad Ultimate Sliding French Door (R.O.) EAST MARION NY i I111 I 1 ROOF I I ® "Marvin" CUSFD12010-OXXO-RH 12'-0" x T-2 1/2" II� i II II 1 -----_------ _ _____ ____________ I Clad Ultimate Sliding French Door (R.0.) TOWN OF SOUTHOLD -------------------------- SCTM# 1000-21-05-13 rr- "Marvin" CUSFDI0010-OXXO-LH 10'-0" x T-2 1/2" ________-__1-J L_____LL_J-___________ _____ III v I v Clad Ultimate Sliding French Door (R.0.) . 1j 1 "Marvin" CUIFD3010-OX-RH V-2 11V x T-2 1/2' ARCHITECT: li ROOF j © Clad Ultimate InSwing French Door (R.O.) 11 1 "Marvin" CUSFD10068-OXXO-RH 10'-0" x C-10 1/2' FREDERICK R. WEBER o Clad Ultimate Sliding French Door (R.O.) 41 EAST MAPLE ROAD C i II 11 I C "Marvin" „ Marvin CUSFDI0068-OXXO-LH 10-0 x 6 10 I/2« GREENLAWN, NY 11-140 AL °II 1 Al ® Clad Ultimate Sliding French Door (R.O.) 52 NOYAC PATH I I ® Existing Door. 2'-8" x b'-8" WATER MILL, NY 119'14 - - - - �_____- ----� w/Top Lights (Door) - = = = - _ _ _ _ - - - - - - - - - = - - - = - TEL 431 154-5555 Model Numbers Refer to "Marvin", StormPlus, Clad, fweberarchitecteyahoo.com ® PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL Impact Zone 3, Low-E 11 w/Argon Glass * Verify Operation SEAL: �lcx 2ND FLOOR = 1,131 SF FRAMING NOTES: C: 1 i aI I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER A6 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. ....' 3. ALL SUBFI.00RING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4 MIN. THICKNESS. ALL EDGES OF PLYWOOD �:.:..�.---•' TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. R O O F FRAMING 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. +0 ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. / J_I O O \J Ty 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 1) 8'-0" O.C. ( 2ND PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. „ = I,_0„ REV.: 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. DATE: JULY 25, 2022 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL SCALE: 1/4' = 1'-0" AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND LID a 12" O.C. INTERMEDIATE. JOB NO: w202109 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY 'SIMPSON" OR APPROVED EQUAL. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, DRAWING NO. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 8 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. S2 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. OF 52 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT OD DUPLEX RECEPTACLE WEBER QD W.P. DUP.REC.-WATERPROOF 0CjFI DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT Existing 0 DUP.REC.-(I)SWITCH OPER. Existing Steps SPECIAL OUTLET teps ----------------------- --------------------------� SURFACE MTD.-CLG. I I i t I OR SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. I I I I }MO WALL MOUNTED ---------=------------ i ----- -- --- -- -- -------------------------- ----- i ------ -------------------------- DUP. FLOOD ----------------------, � ' `�� r---------------------- II04 HIGH INTENSITY, SWIZEL, RECESSED I I I I I �\'•. I I I I I I 0 CLOSET LIGHT I I I I I �; i .•' � .•' I I I I I I Ems ing sO SHOWER LIGHT (Wet Location) j ��''. I i'.• j l I I I I Ste s UNDERCAB. FIXTURE I I I I ••' ` '• I •'• ' •' I I I I I Ij ' j ® ® RBELL/CHIMEHose DOO ~� Bib w.P. FE] EXHAUST FAN PADDLE FAN n I00 ELECTRICAL NOTES : PADDLE FAN / LIGHT I w I I I I I O Existing \ I- RECEPTACLES t SWITCHES TO BE DECORA (LEVITON), WHITE. I I I I H 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. I I I I I TV ATTIC FAN 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. I I I I V 1 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. I I I I TVI SPEAKER O V 1 Chandehor 5- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE I W DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. i i i i i "Qi.' ' ' "' '"' i TELEPHONE 6- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ I OUTDOOR SPEAKER CONNECTIONS. I I I I ® To I I O CABLE VISION 1- ELECTRICIAN TO INSTALL PADDLE FANS t CHANDELIERS I I I I I 2nd loor I © COMPUTER (Cable t Phone) 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. I I I I 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. I I I I I i O [ail LIGHT W/ HEAT/FAN/NIGHT LIGHT I I I I I II II I Q THERMOSTAT .� FAN/LIGHT E I I I I To I I I I Floor 2nd I O SMOKE DETECTOR W I i l l I I w D : I I I I O Oco CARBON MONOXIDE DETECTOR ---------:-a-a----------- - ---------- __� ---------:- - ----------- ® ---------- - ---------- ELECTRICAL FIXTURES : I D : " II 4I , Surface � SWITCH — 1I I I I I $ 3 SWITCH 3 WAY OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): I ° I I I I I I F $ SWITCH 4-WAY I- CHANDELIERS I 4& 4& I I I I I D D ( r / 4D SWITCH W/ DIMMER 2- KITCHEN PENDANT I Wet - I I 3- BATHROOM WALL SCONCES I Bar ---=-+-I------_----- 3 3 w SWITCH WATERPROOF DRAWING TITLE: 4- SURFACE MOUNTED CEILING FIXTURES I Pend Pendant 5- ALL DECORATIVE EXTERIOR FIXTURES -� Ref. Q JS JAMB SWITCH 6- PATH AND POST LIGHTS K® KEY PAD ELECTRICAL PADDLE FANS : :DWI Sink ; T ° O TV IST FLOOR EX EXISTING ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I- ALL PORCELAIN FIXTURES 2- ALL RECESSED INTERIOR .AND EXTERIOR FIXTURES ("HALO"), 4"(P HOUSING t TRIM (White) 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. 4- UNDERCABINET KITCHEN LOW VOLTAGE STRIP LIGHTS I i I AC Ul ---- Eoci I JOB: O0 : _--- GPI' -----=----- I ---- -- — — ---- ---- ----- I 3 I i LEYAS Tv AC #2 RESIDENCE -------------------- I I I T EAST MARION. NY I i I I I 5335 THE LONG WAY APPLIANCES :_ OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I I \�� i Hose TOWN OF 50UTHOLD I- RANGE: (9) BURNER DUAL FUEL, 36", BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC i I Bib 5CTM# 1000-21-05-13 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE . . 3- REFRIGERATOR: 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) i i I I ARCHITECT: 4- DISH WASHER: ELECTRIC t PLUMBING I I I I 5- BEVERAGE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE I I I I 6- KITCHEN HOOD: 36"Wxl8"Hx24"D, CT EXTERNAL BLOWER, 900:,. CFM � i I I FREDERICK R. WEBER 7- WASHER: FRONT LOAL) I I I I 41 EAST MAPLE ROAD 8- DRYER: ELECTRIC DRYER i I i i i GREENLAWN. NY II140 I I 52 NOYAC PATH WATER MILL, NY. 1191L II ------------------ --------------- ----------- ------- - ----------- TEL 431 "154-5555 fweberarchitectOgahoo.com To Post PLUME31NCB NOTES : SEAL: I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. f'4z\ric 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. ;, 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. ` 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. ' 6- ALL SINKS ARE TO BE UNDERMOUNT I- PLUMBER TO PROVIDE T CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ IRRIGATION CONTRACTOR. :.......::::::::::::::::::::::: ::::::::. 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR BOILER, POOL HEATER, RANGE, GRILL, AND GENERATOR. ELECTRICAL : 1 +0 IST FLOOR Tti 1/.411 - 1,-O" REV.: DATE: JULY 25, 2022 SCALE: 1/4" = 1'-0" JOB NO: w202109 DRAWING NO. El OF E2 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT GD DUPLEX RECEPTACLE WEBER QD W.P. DUP.REC.-WATERPROOF 0C3FI DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT GI DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET --'III -------------=------------ III --' O SURFACE MTD.-CLG. OF SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG.1-0 WALL MOUNTED i ii --r--------------------------��-------- -------- -------------------------- ' I �-- CC DUP. FLOOD I 04 HIGH INTENSITY, SWIZEL, RECESSED I I =1 CLOSET LIGHT s� SHOWER LIGHT (Wet Location) UNDERCAB. FIXTURE O DOORBELL/CHIME 0 EXHAUST FAN d d — ° I ( PADDLE FAN To \ i I i F---I t I I Ist Floor '�\ i PADDLE FAN / LIGHT �I t I I � •\ I t ATTIC FAN H a TV SPEAKER Q V 1 I I t i I I i 0 TELEPHONE To _ __� i \ ( i 0 CABLE VISION Ist F oor I \ I I © COMPUTER (Cable E Phone) 0 To I \ I LIGHT W/ HEAT/FAN/NIGHT LIGHT I i I / Ist Floor TQ THERMOSTAT O \ I i FAN/LIGHT 4& .------------—. ...... —•—•— — —i—•—•— — I O SMOKE DETECTOR O TV I ° ° I Oco CARBON MONOXIDE DETECTOR I I I I I 4 3TI I I I I SWITCH I I IF— ------------------------------ I I \• I I I ------- _ - `='Q 3 SWITCH 3-WAY n' $ SWITCH 4-WAY Light/Switc I L $p SWITCH W/ DIMMER riir t+c, ______ _____\ _ I I I To / $w SWITCH WATERPROOF DRAWING TITLE: �\ TVI I I Ist Floor I JS JAMB SWITCH O i 1 Attic 1 S KEY PAD ELECTRICr4L I I Access I I 2ND FLOOR t I EX EXISTING t I I FL \ I I I Oo I I I I V F F-------- / I JOB: I I I LEVAS "i I i RESIDENCE I III � I II(I I Ii 5335 THE LONG WAY II II I I EA5T MARION. NY TOWN OF 5OUTHOLD ----------- ------- ---------------J SCTM# 1000-21-05-13 I III T—�r--=--�--�----- -------- ------ _________-_J__J L_-___LL_J____________ ___-_ I II II - - Or - I II II I II II I ARCHITECT: u� I u u I FREDERICK R. WEBER I 41 EA5T MAPLE ROAD II II I GREENLAWN, NY 11140 I II u I 52 NOYAC PATH WATER MILL, NY, 1191L I I _ _ _ _ _ - - - - - - -- _ - - _ _ - TEL 1.31 154-5555 rweberarchitectegahoo.com SEAL:.. A., i, 2ND FLOOR = 1,134 SF ELECTRICAL d , 2ND FLOOR_ tio�T REV.: DATE: JULY 25; 2022 SCALE: 1/4" = 1'-0" JOB NO: w202109 DRAWING NO. E2 OF E2