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HomeMy WebLinkAbout45025-Z �Z4= Town of Southold y oo { 4/26/2023 y� P.O.Box 1179 co nz,�� 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44052 Date: 4/26/2023 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 510 Oyster Ponds Ln.,Orient SCTM#: 473889 Sec/Block/Lot: 24.-1-4.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/15/2020 pursuant to which Building Permit No. 45025 dated 7/24/2020 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: alterations and additions, including front covered entry,to existing single family dwelling as applied for per ZBA #7327, dated 10/24/2019. The certificate is issued to 460 Oyster Pnds Ln LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0087 3/28/2023 ELECTRICAL CERTIFICATE NO. 45025 6/24/2021 PLUMBERS CERTIFICATION DATED 9/1/2021 q—oiXe Berry/jr ut o *zea Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE y�►o , ya }� SOUTHOLD, NY JL 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#: 45025 Date: 7/24/2020 Permission is hereby granted to: 460 Oyster Pnds Ln LLC PO BOX 568 Orient, NY 11957 To: construct additions and alterations to existing single-family dwelling as applied for per Landmarks, SCHD & ZBA approvals. At premises located at: 510 Oyster Ponds Ln., Orient SCTM # 473889 Sec/Block/Lot# 24.-1-4.1 Pursuant to application dated 6/15/2020 and approved by the Building Inspector. To expire on 1/23/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $641.60 CO-ADDITION TO DWELLING $50.00 Total: $691.60 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. �:N,►J PZ JO O New ConstructionX(,�.P Mrt 24ld or Pre-existing Building: (check one) Location of Property: 0gz,-_1 6_ WQNV House No. Street / Hamlet Owner or Owners of Property: (�,.� © �ol� j �.s L•��it (ols Suffolk County Tax Map No 1000, Section _E4 Block Lot @ f Subdivision Filed Map. Lot: Permit No. ?is Date of Permit. Applicant: w Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � Applicant Signature i.- t. h- Y F R, [,-.r�Fr'������°.��""sb��:1�-° ct�?'�.s�:l.., ,�'�47k':G�;d,•, ?'' :P�::..:....:-..-•.°.-----••--^.' :: t"i,,pC'g'2% 'w$lwY�``,SriS,'..`.'t`. d,�bn;'•M:.�Y9',,'�sA ;,+E`x.:,.�'. ,r � �+�> �k.�...:.•:.yy.gg >�� "�;a�°,«..r�N�_.�kRY��$�d��, �`vs..�'-$.'�-•-: '�•„1�'wY it"„ _ 1^-...- it Y r i 5 t k. f -- 't fF' r OF SO(/ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin(a-town.Southold.ny.us Southold,NY 11971-0959 COUNT`I BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 460 Oyster Ponds Ln LLC Address: 510 Oyster Ponds Ln city:Orient st: NY zip: 11957 Building Permit#: 45025 Section: 24 Block: 1 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: GJS Electric License No: 4839ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 20 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 8 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt Emergency FixturesTime Clocks Disconnect Switches 39 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Gas Oven, DW, 42 Circuit Panel - 27 Used Notes: Two Story House w/ Basement Inspector Signature: Date: June 24, 2021 S.Devlin-Cert Electrical Compliance Form.xls siaUty�l .• ' � O Town Hall Annex y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 QC Southold,NY 11971-0959 Cron DD BUILDING DEPARTMENT SEP 1 3 2021 TOWN OF SOUTHOLD B`s71TvI)WC'a DEPT. ' TO"NN OF S63IPiF0r P) 1 I CERTIFICATION i Date: 6�/ Z 1 1 Building Permit No. �CJo Owner: (Ple sae print) Plumber: 14 Grovr4 e-- (Flease pr t) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. riumbers gnaiure) Sworn to before me this day of 20IJ VICKIti'BERRY Notary Public, ��£ougty NotPublic-State of New York -N;o.,01.BE6070081 Qualified n'Suffolk Count', C�M- r* ission-Expires_ 4;) - 1 f� dy�� oFso�, -1� # # TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 _ INSPECION [ ] FOUNDATION 1ST [ ROUGH PL13G. ] OUNDATION 2ND [ ] INSULATION/CAULKING IV FRAMING/STRAPPIW [ ] FINAL [ ] FIREPLACE'& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: ARIAA P�V V�v kskv,- 4� a� m cy ov DATE 1 >?-D --INSPECTOR Q4377 a, lzl o�a0f SOGIy° �� (L- "!6 o V ys 1 we'Po/V DS oul # TOWN OF SOUTHOLD BUILDING DEPT. courrtv '' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE--SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 77�7 Vj A6 DATE J �' 7i I INSPECTOR _s< � *pF SOUTyOIo l.� �L✓ �� ' G'CJ � UEA �TOWN OF SOUTHOLD BUILDIN :- J courm,��' 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 c-C ` REMARKS: c /0,S)f± DATE Z� INSPECTOR hO��OE SOUIy�� # _TOWN OF SOUTHOLD BUILDINGi DEPT. V / 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ . ] :FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: r l�f�J A-L- 2., ,5��v uz,/13���� DATE INSPECTOR �° pf SOUI l � 0 H f # TOWN OF SOUTHOLD BUILDING DEPT. coa765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] 14SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] :FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I(-t)? - mi�d -4, t vq. env . s VV4 v,-v C4�c) P _ DATE INSPECTOR FREDERICK 41 EA5T MAPLE ROAD. GREENLAWN. NY 11140 ROBERT 52 NOYACK PATH. WATER MILL. NY 1141L WEBER tweberarchitectegahoo com 431 154-5555 ARCHITECT October 8, 2021 OCT 18 2021 BUILDING DEPT. Town of Southold Building Department TOWN OF SOUTHOLD PO Box 1179,Main Road Southold,NY 11971 RE: 460 OYSTER PONDS LANE,LLC 510 Oyster Pond Lane Orient,NY SCTM#1000-24-01-4.1 PERMIT NO. 45025 Building Department: As Architect for the addition at 510 Oyster Ponds Lane, I inspected the new poured concrete foundation walls with the following notes: Foundation Inspection#1: The concrete foundation walls were poured as detailed on the plans with a thickness of 8"on a continuous poured concrete footing. Wall surfaces were generally smooth and free of any voids and all tie holes were adequately parged. Foundation Inspection#2: The exterior of the foundation walls were dampproofed to the proposed grade line with a continuous black waterproof coating per attached pictures. All foundation work was satisfactory and according to plans. If you require any other information please contact me. r ``t R. 6G Pede truly o s, F�rick R. Weber,R.A. FREDERICK 41 EAST MAPLE ROAD. GREENLAWN, NY 11140 ROBERT 52 NOYACK PATH, WATER MILL. NY 11916 WEBER 1weberarchitecteyahoo.com 631 154-5555 ARCHITECT D (� f!`7 OCT 18 2021 October 8 2021 BUILDING DEPT. TOWN OF SOUTHOLD Town of Southold Building Department PO Box 1179,Main Road Southold,NY 11971 RE: 460 OYSTER PONDS LANE,LLC 510 Oyster Pond Lane Orient,NY SCTM#1000-24-1-4.1 PERMIT NO.45025 Building Department: As Architect for the addition and renovation at 510 Oyster Ponds Lane,I reviewed the installed insulation with the following report: Roof. 6"closed cell spray foam(R39) New 2x6 walls: 2"closed cell spray foam(R13) and 3 %2"fiberglass batts(R13) Existing 2x4 walls: 3 V2"closed cell spray foam(822.75) Under l'floor: 8" fiberglass batts (R30) Window and door frames were caulked. All insulation was satisfactorly installed.If you require any other information please contact me. f°d 3 \Glc Ve truly yours, �49 WIT t`0 Fr derick R. Weber,R.A. k Load Short Form Job: 460 Oyster Ponds Lane Date: 8/7/20 t-tA)ME EN'L'R(aY 4:1 t 4I ,�m5 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 460 Oyster Ponds Lane, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db (°F) 11 83 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 61 8 Fireplaces 0 Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECO 70 Cond RA1330AJ1NA AHRI ref 6046941 Coil RH 1 T3621 MTANAA AHRI ref 7508179 Efficiency 95.2 AFUE Efficiency 12.5 EER, 15 SEER Heating input 70000 Btuh Sensible cooling 21000 Btuh Heating output 65000 Btuh Latent cooling 9000 Btuh Temperature rise 59 OF Total cooling 30000 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.035 cfm/Btuh Air flow factor 0.052 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 1st Floor 1085 18017 15939 622 824 2nd Floor 631 10948 5855 378 303 Entire House 1717 28964 19333 1000 1000 Other equip loads 2091 262 Equip. @ 0.88 RSM 17185 Latent cooling 4202 7, ;_r to TOTALS I 1717 I 31055 I 21387 I YJ '00l� 1000D), AUG 1 3 2021 D7�1_D ; DEPT. Calculations approved by ACCA to meet all requirements of Manual J 8th Ed: n ln.ightsof$" 2020-Aug-07 14:45:49 �'� ..�. Right-Suite®Universal 2019 19.0.09 RSU20822 Page 1 _�+rti ...Wrightsoft HVACX460 Oyster Pond Lane_Orient.rup Calc=MJ8 Front Door faces: E a Load Short Form Job: 460 Oyster Ponds Lane tl�r,tre�TrP��� Date: 8/7/20 .-So 'T.1 0 -? 7st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 460 Oyster Ponds Lane, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db (°F) 11 83 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 61 8 Fireplaces 0 Daily range - L Inside humidity(%) 35 50 Moisture difference (gr/Ib) 33 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 1 45 715 417 25 22 Bedroom 1 218 4017 3537 139 183 Den 141 2699 2426 93 125 Hall 48 0 0 0 0 Kitchen/Dining 318 4284 6598 148 341 Living Room 271 4371 2565 151 133 Mudroom 45 1931 396 67 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rrt�r ightsof>t`° 2020-Aug-07 14:45:49 '',+„- •„ .......�.,...s,.,, Rig ht-Su ite®Universa1201919.0.09 RSU20822 Paget I' M ...Wrightsoft HVACk160 Oyster Pond Lane_Orient.rup Calc=MJ8 Front Door faces: E 1 st Floor 1085 18017 15939 622 824 Other equip loads 0 0 Equip. @ 0.88 RSM 13979 Latent cooling 2019 TOTALS I 1085 I 18017 i 15998 i 622 I 824 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrig 11Cs01$" 2020-Aug-0714:45:49 i�,� ..u�•. �,<„y Right-Suite®Universal 2019 19.0.09 RSU20822 Page A�+C4 ...Wrightsoft HVACl460 Oyster Pond Lane_Orient.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 460 Oyster Ponds Lane t I Oft h9 E ENI:R G 1' Date: 8/7/20 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 460 Oyster Ponds Lane, Orient, NY 11957 Design Information Htg Clg Infiltration Outside db (°F) 11 83 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 61 8 Fireplaces 0 Daily range - L Inside humidity(%) 35 50 Moisture difference(gr/Ib) 33 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF CIg AV,F (ftp) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Hall 94 1507 1222 52 63 Bath 2 51 1172 686 40 35 Bedroom 2 259 4679 2573 162 133 Bedroom 3 227 3589 1374 124 71 2nd Floor 631 10948 5855 378 303 Other equip loads 0 0 Equip. @ 0.88 RSM 5135 Latent cooling 1546 TOTALS I 631 I 10948 i 6681 I 378 I 303 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Wrights®ft`° 2020-Aug-0714:45:49 .,,.•, Right-Suite®Universal 2019 19.0.09 RSU20822 Page AC ...Wrightsoft HVAC\460 Oyster Pond Lane_Orient.rup Calc=MA Front Door faces: E Basement 12x4 6x4 4x12 6x4 Basement Crawl Space 4 x 12 Sup Riser 6 x 4 4 x 12 4x4 Sup Riser \4x4 4x12 6x4 Ret Riser 8x12 8x12 ) 4x4 14 x 12 Sup Riser 4x 12 6x12 4x12 6x4 4x4 I 6x12 — — — 10x12 18 x 14 14 x 12 Ll 8x12 rb Job#: 460 Oyster Ponds Lane Home Energy Solutions Inc. Scale: 1 : 68 Performed by Katelyn Maieski for: Page 1 187 East Main Street RightSuite®Universal 2019 460 Oyster Ponds Lane Huntington,NY 11743 19.0.09 RSU20822 Orient,NY 11957 Phone:631-673-0664 2020-Aug-07 14:48:01 gdlamay3@gmail.com ...\460 Oyster Pond Lane_Orient.rup F-N 1st Floor 85 cfm 85 cfm 183 cfm Kitchen/Dining Bedroom 1 Mudroom i 4x4 i i Sup Riser 85 cfm 4x12 4 x 124 x 4 85 fm 67 cfm -�60 Sup Riser Ret Riser 4 x 4 4 x 12 8x12 25 cfm 824 cfr i Sup Riser Hall 4 x 12 Bath 1 75 cfm Den Living Room ®--125 cfm ® -75 cfm Job#: 460 Oyster Ponds Lane Home Energy Solutions Inc. Scale: 1 : 68 Performed by Katelyn Maieski for: Page 2 187 East Main Street Right-Suite®Universal 2019 460 Oyster Ponds Lane Orient,NY 11957 Huntington,NY 11743 19.0.09 RSU20822 Phone:631-673-0664 2020-Aug-07 14:48:01 gdlamay3@gmail.com ...\460 Oyster Pond Lane_Orient.rup 2nd Floor X40 cfm Bath 2 2nd FI Hall 63 cfrp 124 cfm 162 cfm Bedroom 2 378 cf Ret Riser 8 x 12 8 x 12 Bedroom 3 Job#: 460 Oyster Ponds Lane Home Energy Solutions Inc. Scale: 1 '68 Performed by Katelyn Maieski for: Page 187 East Main Street Right-Suite®Universal 2019 aso Oyster Ponds Lane ton,NY 11743 Orient,NY 11957 Huntington, 19.0.09 RSU20822 Phone:631-673-0664 2020-Aug-07 14:48:02 gdlamay3@gmail.com ...\460 Oyster Pond Lane_Orient.rup Manual S Compliance Report Job: 460 Oyster Ponds Lane 1. E N ERG 5' Date: 817120 .S 0I�� 1 10�N Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 460 Oyster Ponds Lane, Orient, NY 11957 Cooling Equipment Design Conditions Outdoor design DB: 82.7°F Sensible gain: 19595 Btuh Entering coil DB: 75.4°F Outdoor design WB: 70.9°F Latent gain: 4202 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 23797 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1330AJ1NA+RH1T3621MTANAA Actual airflow: 1000 cfm Sensible capacity: 23600 Btuh 120%of load Latent capacity: 4285 Btuh 102%of load Total capacity: 27886 Btuh 1171/o of load SHR: 85% Heating Equipment Design Conditions Outdoor design DB: 10.6°F Heat loss: 31055 Btuh Entering coil DB: 68.9°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ECO 70 Actual airflow: 1000 cfm Output capacity: 65000 Btuh 209%of load Meets all requirements of ACCA Manual S. wr°ilghts®ft" 2020-Aug-07 14:45:49 Right-Suite®Universal 2019 19.0.09 RSU20822 Page 1 Wrightsoft HVAC\460 Oyster Pond Lane_Orient.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: 460 Oyster Ponds Lane C H td E ENERGY Date: 817/20 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 460 Oyster Ponds Lane, Orient, NY 11957 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.28 in H2O 0.28 in H2O Available static pressure 0.52 in H2O 0.52 in H2O Supply/return available pressure 0.420/0.100 in H2O 0.420/0.100 in H2O Lowest friction rate 0.068 in/100ft 0.068 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) 768 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 2nd FI Hall c 1222 52 63 0.136 4.6 4x4 ShMt 33.0 275.0 st5 Bath h 715 25 22 0.137 3.2 4x4 ShMt 50.7 255.0 st7 Bath 2 h 1172 40 35 0.175 3.7 4X4 ShMt 29.7 210.0 st6 Bedroom 1 C 3537 139 183 0.116 7.1 4x 12 ShMt 68.0 295.0 st7A Bedroom h 4679 162 133 0.128 6.6 12x4 ShMt 34.3 295.0 st5 Bedroom 3 h 3589 124 71 0.228 5.3 46 ShMt 24.3 160.0 st6 Den C 2426 93 125 0.271 5.2 46 ShMt 35.0 120.0 st7 Kitchen/Dining c 1649 37 85 0.113 5.4 46 ShMt 27.7 345.0 st8 Kitchen/Dining-A c 1649 37 85 0.081 5.7 46 ShMt 25.0 495.0 st8A Kitchen/Dining-B c 1649 37 85 0.143 5.1 46 ShMt 13.3 280.0 st8 Kitchen/Dining-C c 1649 37 85 0.068 5.9 46 ShMt 40.3 580.0 st813 Living Room h 2185 75 66 0.310 4.2 44 ShMt 15.7 120.0 st7 Living Room-A h 2185 75 66 0.191 4.6 46 ShMt 5.0 215.0 st8 Mudroom h 1931 67 20 0.093 5.1 44 ShMt 23.0 430.0 st8A -00- wrigh 2020-Aug-07 14:45:49 A'A •,..��..•�.,., Right-Suite®Universal 2019 19.0.09 RSU20822 Pagel /�+ ...Wrightsoft HVAC\460 Oyster Pond Lane_Orient.rup Calc=MA Front Door faces: E r Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st7 Peak AVF 332 396 0.116 595 9.5 12 x 8 ShtMetl st2 st8 Peak AVF 290 428 0.068 514 10.8 12 x 10 ShtMetl st2 st2 Peak AVF 622 824 0.068 707 13.9 12 x 14 ShtMetl st1 Peak AVF 378 303 0.128 756 9.1 12 x 6 ShtMetl st5 Peak AVF 214 196 0.128 427 7.4 12 x 6 ShtMetl st1 st6 Peak AVF 164 107 0.175 493 6.3 12 x 4 ShtMetl st1 st8A Peak AVF 141 191 0.068 573 8.0 12 x 4 ShtMetl st8 st8B Peak AVF 37 85 0.068 256 5.9 12 x 4 ShtMetl st8A st7A Peak AVF 139 183 0.116 549 7.1 12 x 4 ShtMetl st7 TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (Cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb2 Ox 0 378 303 147.3 0.068 567 10.4 12x 8 ShMt rt1 rb1 Ox 0 622 824 81.3 0.123 618 12.3 12x 16 ShMt rt1 TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1000 1127 0.068 644 15.6 14 x 18 ShtMetl rightsoft~ 2020-Aug-07 14:45:49 ,L - ,,.m..�....�<..,o.,.r Right-Suite®Universal 2019 19.0.09 RSU20822 page 2 , + ...Wrightsoft HVAC1460 Oyster Pond Lane_Orient.rup Calc=MJ8 Front Door faces: E i Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1..2 and 403.3.4 1 Address of Test 510 Oyster Ponds Lane,Orient NY 11957 Test Date 8/1.9/2021 i Building Permit#: 45025 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 i Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume , ❑Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1st1096 876$ Sealed Attic d n 2 634 7483 *The conditioned floor area of dwelling is calculated in 3`d 0 accordance with ANSI 2765,except that conditioned floor Attic 0 areaIncludes areas where the ceiling height Is less than 5 Total Volume 16251 CFM @50 pa 645 Air changes/hr@5 a 2.38 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Whole House Duct Location Basement Floor Area 1730 Leakage CFM @ 25pa 67 CFM/100 ftZ CFA 3.87 Code Compliance: Pass System-2: Duct Location Floor Area Leakage CFM @ 25paCFM/1.00 ftZ CFA Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25paCFM/100 ft'CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. Signature: Date: 8/19/2021 Christopher Silvia,Home Energy Solutions y.�"� TOWN OF SOUTHOLD HISTORIC PRESERVATION COMMISSION Building Checklist Ownerr,l41[ Date en G A,.A� Architect. -BuilderP- ,ice Project Description Existing Building �' t �amu W`MvtIqk Rea Z� w Proposed Work WA Lim M-v TRo d to. 9AP' �il�fv Building Design & Materials ''lf1=ViWK, .KWrZA APPR DISAPR N/A Roof Existing Form Material Proposed Form Material ('-� ttliv� Siding Existing ' Proposed Windows Existing ' Material WWF Muntins � Liter Proposed MateriaY`bYdP�''ioi� ,Muntins lst'L.. Lites Ez/1 Mfg"AQy6 LA Series "ice" Doors Existing '[''Pr3i�D �aD�'Biu ir. 'P Proposed ftT 1, s tom_r�s .�,� � Trim & Existing il��©�1 t US Ornamentation Proposed �-- Chimneys Existing 12;K164 Proposed C*%Wn JILE26 Porches Existingn '��'�ur<�CP,�nn �ww+ G Decks Proposed - MILD Foundation Existing - Proposed Gutters & Existing wyn'[q,; Aix y 'ahye-, Downspouts Propose404� , I-rNox rvuw 0 1 w Garage Doors Existing Proposed i l Basement DoorC� tli.�� .Alto Fences Style Material Height Other Critical Issues I " I 1r y� . t .1 v� J4 r .rot t f r ��71j "► .,';���#�� _ �� y�" ��� +may �'�.� .i°'•jr is � .f� ..' , .�"�• �,_ a� '"L `.: . ,,; 7* • -�11 '�� '•�' .-�t •. � � .i'� it ..� - „� ,�/- ,'�: r 1 -• ....� + OCT 18 2021 BD BUILDING DEPT TOWN OF SOUTHOLD tII rti y �h jY w f r �y _�• 'ems-. . •��� — e, •1 • .a.., �. o.�.�_.�.._.__.._._..__.._....,,e;..� ,._ �. r � '; i.f'. �..-.a - � ' .- ,� � � �. .r r f� .. . .. �. �d ys.. � ., r �' .X •wy -. ,- � �_ . '.�r vi' �+(5. ,�� +f' �r AF .� � y' . �� + ' �i � s.'J,y. � t� �yr i'g �,. +Q g; � F T' t `Gia, r M r Ip ��� 4 4 �t„` i �, a •� a� •+# .} - �', •�, ''� .Yak,.. �'� �,� ftp" we� A�, ��4 1. •..... Infinit lie r f AUG 2 3 BUILUIN6 uCr I. TOWN 0= 1 I r m • eCONAMNTS FOUNDATION (IST) ol ROUGH FRAMING& PLUMBING ir ISFA _ / i e • a 4 .s IF �L7' -�- . IS • ~v i o TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,7h0--O—<v Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved 12 20 D Mail to: �i:21L 41 U01ki-f W"I•t Ad> Disapproved a/c ralf�l .0 h1�Dsy ',%I) zy" 1[`t Phonel% –b�5 Expiration 20 Building Inspector APPLICATION FOR BUILDING PERMIT JUN 1 5 2020 Date lu taiy to ,20 `1O INSTRUCTIONS '. a.This application MUST'be completely filled in by typewriter or in ink and submitted-to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever_ until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. - (Signatur o applicant or name_ ,if a corporation) N� RX. (Mailing addr ss of applicant) State whether applicant is owner,-lessee, age architect, gineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latestdeed) If applicant is aL co oration,signature of duly authorized officer / 1t. T22 �-�`�- (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet qq ' nn :i r�)d^.."�t 4s .5. 'b5..he9•7 ny , County Tax Map No. 1000 Section `l�� Beck '"'� '"I' 'f' 's`""`{4''�`'Lot _...''" tti.r!!`.,itit(ib%•'�:d-j�;:•S''?,"xc 5i::":� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended useand occupancy of proposed construction: a. Existing use and occupancy g-110(Ql (.W PWZ � ;N"1 � b. Intended use and occupancy 41J&.Cc �Mtull 6ARE 3. Nature of work(check which applicable):New Building Addition >, Alteration_ Repair Removal X Demolition Other Work (Description) 4. Estimated Cost— 2'!7����� Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Frontes Rear 1-66 Depth 129 Height Number of Stories — [b►2`� 1 Rear �k Dimensions ofsamestructure with alteration? or additions: Front Depth 'fie Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of iStories 9. Size of lot: Front �® Rear VCO-61� Depth I����� 10. Date of Purchase 410�1; Name of Former Owner 041u-i 11. Zone or use district in which premises are situated � � 1-(AN i�1�i,A (/-7r ty5e;P (u'1l 9,0 042--;g'-f. 12. Does proposed construction violate any zoning law, ordinance or regulation9 YES X NO G Ftp 4 -116i) 13. Will lot be re-graded?YES NOWill excess fill be removed from premises?YES_K NO 4160 Dim Pon4p5 L4L , f110.ax 5C-9 14.Names of Owner of premises Address 0203T\ N.Y. 11657 Phone No GS1 1%'�3 Name of ArchitectOWZ,Ct W eftP `' Address ra�� hone No 3t -5-s;� Name of Contractor I3uR1AAddress Phone No. a 91 dI . c��,��G 1i9"ara 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. \ b. Is this property within 300 feet of a tidal wetland? * YES NO- )<_ * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO_x_ * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF SuRrdLlf.- Wq being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contracto Agent, orporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn o btfore me this day/of ..� AN C 207-0 PHILIP J.DEDORA,JR: otary Public o �c, a"I New York , Signature of Applicant No.4864325 G%mlified in Suffolk County Commission Expires July 7,20Zn TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Truss Identification Form ( � Storm-Water Assessment Form Contact: ` , App 20 Mail to:fkWI��W Disapproved a/c R�2t�Yt3M�ty �1�1 l�� Phone: xpiration � 1 C�I Building Inspector -, °`' MAY - 8 2019 APPLICATION FOR BUILDING PERMIT Date , 20-&— TOWN OF SOI3'yJ&0L11a INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,hous' g code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. •'""d ( 'gnature of applicant or name if a corporation) � 3''�it �'�•'1'l�S1l�Y1�1 Na�, �`��� (Mailing addriess of applicant) State ww��h/�e/t�heer applicant is owner, lessee, agent architect engineer, general contractor, electrician,plumber or builder Name of owner of premises +�20 0-(ST"P ��tJ �.l �, U-C.; (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer A1414 �ouA"--1T' (Name and title of corporate officer) Builders License No. �_ BR;4xWCt1�� xl�N Plumbers License No. e6l�6 Electricians License No. V0,3DINCP Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street n Hamlet County Tax Map No. 1000 Section V Block Lot C w A Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy sl►J(4L,& TNwtL�A I \Ae.A, `1(4 �— yaD b. Intended use and occupancy. AWDQP 41K4Lrb VI"U (, ltLa4 . IA&N gh L 3. Nature of work(check which applicable):New Building Addition ><. Alteration Repair Removal Demolition Other Work n _ (Description) 4. Estimated Cost �'`�7�„Q��J,, Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. < < i 7. Dimensions of existing structures, if any: Front � Rear 7 Depth Height Q-l2 Number of Stories L1 Dimensions of same structure with alterations or additions: Front 30 ' .'Rear' -?;6 Depth 23 Height �'L;2 Number of Stories; 8. Dimensions of entire new construction:Front Rear 4 Depth Height Number of Stories 9. Size of lot: Front Rear k ao'(0 11 Depth 10.Date of Purchase NW_A q-A6 Name of Former Owner 11.Zone or use district in which premises are situated 'C'4.0(W*-6V9V-090AtWCq LOT U?-'�61WW 10,E®®� 12.Does proposed construction violate any zoning law,ordinance or regulation?YES>< NO 13.Will lot be re-graded?YES NO xWill excess fill be removed from premises?YES>4:.NO 4�v o FrvN Lmf� A." Fa P CX5r. 14.Names of Owner of premises(Ad41 Mt,w;t 0 Address 09104V.14"-'( 1A�Fl Phone No((;$D`L1�6"-3s+% Name of Architect MV01ALCK, WSt7ZZ_ Address s,�;► �4• tt q�Phone Nom))1_47*-555!3 Name of Contractor 151 MAW COM&IeuOMN Address 11,0.Oox 9' �Phone No NAi l -SU 4"VAW*kQ.r Wff, ti19`3'J 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAYBE REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO k * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate-foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there aKty covenants and restrictions with respect to this property? * YES NO� * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFA Wbeing duly swom,deposes and saysJjj ,ij3dtC l4plicant (Name of individual signing contract)above named, Notary Public,State of New York No.01BU6185050 (S)He is the /J;49 Qualified in Suffolk countV0-onirrdes en dap (Contractor,Agent,Corporate Officer,etc.) � ir�s of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Siato before me thi /1 day of 20 r-4 ` Notary Public Signature of Applicant DD MAY 1 0 2019 Building Department Application TOWN OF SOUTRUILD AUTHORIZATION (Where the Applicant is not the Owner) I, LIF-A., Jkv Owl bkft*U,eA� )* Siding at (Print property owner's name) (Mailing Address) do hereby authorize (Agent) j to apply on my behalf to the Southold Building Department. (Owner's Si e) (Date ANN FFOLL to= (Print Owner's Name) �'�'pF SO(/ryo Telephone (631)765-1802 �� l0 Town Hall,53095 Route 25 Fax (631)765-9502 l P.O.Box 1179 Southold,New York 11971-0959 SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION ADMINISTRATIVE PERMIT Applicant: Ann Ffolliott, Represented by Frederick Weber Date of Receipt of Application: May 29, 2019 SCTM#: 1000-24.-1.4.1 Project Location: 510 Oyster Ponds Lane, Orient,NY Date of Resolution/Issuance: July 21, 2020 Reviewed by: Tracey Dwyer, Commissioners Project Description: Additions and alterations to an existing single family dwelling and move an existing accessory garage as applied for. In addition, the proposed construction requires Zoning Board of Appeals approval Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 170 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as described in the application received on May 29, 2019. Special Conditions: No additional work permitted beyond the scope of that outlined in the above referenced application. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in the Southold Town Code, a Certificate of Appropriateness will be required. This is not a determination from any other agency. JA,4Ut � Tracey Dwyer Administrative Assistant Historic Preservation Commission FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: May 15, 2019 TO: Frederick Weber(Ffolliott) 41 E Maple Road Greenlawn, NY 11740 Please take notice that your application dated May 8, 2019 For permit for to make additions and alterations to an existing single family dwelling and move an existing accessory garage at Location of property: 510 Oysterponds Lane, Orient County Tax Map No. 1000 - Section 24 Block 1 Lots 4.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this non-conforming 18,345 square foot lot in the Residential R-40 District, is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size, the minimum single side yard setback is 10 feet is required. The proposed construction notes a single side yard setback of 8.2 feet. In addition, the construction requires approval from the Southold Town Historic Preservation Commission pursuant to Section 170 of the Southold Town Code. u o ized ' nature Cc: File, ZBA Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. f i, .,r BOARD MEMBERS q so�jy Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O� �!� 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �Q Town Annex/first Floor, Robert Lehnert,Jr. O 54375 Main Road(at Youngs Avenue) Nicholas Planamento 0UNT1,� -Southold,av 111),71 i RECEIVE { ' http://southoldtownny.gov 10:0IPA M �0\! 1 2 2019 ZONING BOARD OF APPEALS OCT 2 8 2019 TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 Sou hold Town Clerk FI.NDINGS, DELIBERATIONS.AND DETERMINA MEETING OF OCTOBER 24, 2019 ZBA FILE: #7327 NAME OF APPLICANT: 460 Oyster Ponds Lane, LLC (Ann Ffolliott) PROPERTY LOCATION: 510 Oyster Ponds Lane, Orient NY SCTM: 1000-24-1-4.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 17, 2019 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is the result of two combined parcels 1000-24-1-3 & 1000-24-1-4 merged in March 1, 2019. The resulting parcel measures 18,345 square feet, .42 acres, and located in the R-40 Zoning District. The parcel measures 100.00 feet along Oyster Ponds Lane,then running 187.81 feet west along a lot line shared with a residentially developed lot to the south. Then measures 100.67 feet north along undeveloped,agricultural land.and returning 179.65 feet along land to the north owned by the applicant. The parcel is improved with .a one-story_frame house with two covered stoops, a covered patio and two accessory frame __..* garages and a gravel driveway�as shown on two surveys of the aforementioned parcels, both prepared liy John C. Ehlers, Land Surveyor, and dated November 4, 2018. Merged lots are now identified as SCTM No. 1000-24-1-4.1 as depicted on site plan prepared by Frederick Robert Weber,Architect, dated May 2, 2019. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's May 15, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and move an existing accessory garage; at, 1) less than the code required side yard setback of 10 feet; located at 510 Oyster Ponds Lane, Orient,NY. SCTM No. 1000-24-1-4.1. RELIEF REQUESTED: The applicant requests a variance for alterations and additions to a single family residence consisting of a two-story rear addition of living space measuring 7 feet by 30 feet, for a total of 254 additional square feet, to accommodate two new bedrooms and a bath on the second floor and an expanded bedroom and a new dining room on the first floor with a side yard setback of 8.2 feet where the code requires a minimum side yard setback of 10 feet. Page 2,October 24,2019 #7327,Ffolliot SCTM No. 1000-24-1-4.1 ADDITIONAL INFORMATION: An immediate neighbor to the south spoke in favor of this application. As previously indicated that parcel is the result of two parcels merged in March 1, 2019. In addition to the proposed alterations and additions to the existing residence, the applicant also proposes to remove one (existing north accessory garage) garage from the site and proposes to relocate one (existing south accessory garage) to a code conforming location on the site. The Notice of Disapproval 'also notes that a Certificate of Appropriateness is required from the Town's Landmark Preservation Committee. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 10,2019 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law X267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The immediate neighborhood surrounding the subject property and, the hamlet of Orient consists of varying lot sizes developed centuries prior to current zoning. The community features homes of varying scale, size, architectural style and age characteristic of a coastal New England village, many homes of which do not conform to current zoning standards and setbacks. Most of the properties in the immediate area have been renovated to meet modern standards. 2. Town Law $267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The subject residence was built prior to zoning and has an existing side yard setback of 6.8 feet at the closest point. The applicant proposes.to extend the southerly side of the existing dwelling with the proposed addition to the rear of the home. As a result of the placement of the house on the lot, the extension will actually increase the side yard setback to the proposed 8.2 feet given the angle that the lot line runs. 3. Town Law &267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 18%relief from the code. However, the residence is existing and has a current side yard setback of 6.8 feet and the applicant doesn't propose to further encroach on this setback. Additionally, the applicant has a second side yard setback of approximately 55 feet where the code requires a minimum of 15 feet. 4. Town Law $267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community Will have an adverse impact'on the physical or environmental- conditions to the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations and additions to a single family residence consisting of a two-story rear addition of living space measuring 7 feet by 30 feet, for a total of 254 additional square feet while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3, October 24,2019 #7327,Ffolliot SCTM No. 1000-24-1-4.1 RESOLUTION-OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-13, motion was offered by Member Planamento, seconded by Member (Chairperson) Weisman, and duly carried,to GRANT the variance as applied for and shown on the site plan (Page Al) and building plans (Pages A2-A6) prepared by Frederick R. Weber, Registered Architect and dated May 2,'2019. SUBJECT TO THE FOLLOWING CONDITIONS: 1. Prior to receiving a building permit,the owner(s) must first obtain a Certificate of Appropriateness from the Town of Southold Historic Preservation Commission. 2. Prior to receiving a building permit,the owner(s) of the subject property cited herein must sign a statement acknowledging: a. That the applicant(s) have read this determination and understand the limits of the variance relief granted herein; b. That the applicant(s) will immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,' occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein, or the issued building permit; c.That the applicants are aware that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right, after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code. 3. This approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void ' 4. The Applicant shall obtain a Certificate of Appropriateness from the Town's Landmark Preservation Committee,if required. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three ' Section 280-4 of the Town Code defines "Demolition" as any removal of a structure or portion thereof, where the total cost of the reconstruction of the structure or portion thereof exceeds 50% of the market value of the existing structure before the start of removal. Page 4, October 24,2019 #7327,Ffolliot SCTM No. 1000-24-1-4.1 (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Acampora,Planamento and Lehnert. (5-0) 6 Leslie dKane' s Weism n, Chairperson Approved for filing /6/42019 F, 0 -ST' 0FFICF. F- 0X 93r CUT l- 0C, I1P. , N ''i. 11 ') 35 `IELEPH0NE: 631 -•7.34-5217 Nh.C:;iIMiI..1i: 63 Y34-"i2i9 ti April 12, 2023 Leslie Kanes Weisman, Chairperson/Member Zoning Board of Appeals Town of Southold 53095 Main road, PO Box 1179 Southold, NY 11971 Re: ZBA File#7327 for 510 Oyster Ponds Lane, Orient NY (ZBA Determination Attached) Dear Chairperson Weisman and Board Members, Our client,Ann Ffolliott, received her "green stamp" SCDHS approval on March 281h, after starting the process to obtain this document in early July of 2022. We were told this was the remaining requirement to obtain the C. of 0. After submitting it to the Building Department, we were told that our ZBA filing had expired in October, 2022, and that we must request an extension. I am respectfully requesting that this extension be granted, based on the following facts: 1. The SCDHS required that a water test be performed. This was done last summer and submitted to them. 2. The test was rejected due to contaminants. 3. Our client had a whole house filtration system installed and ordered a new test. (Orient has had significant issues of this type). 4. The new test was performed and submitted to the Health Department directly by the testing company. 5. The Health Department told our client that a Covenant to the Deed must also be filed. 6. Our client engaged a local attorney, who then went back and forth with the Health Department to create and file a Covenant that was satisfactory. 7. This process-testing, installing filtration, re-testing, resubmitting, and filing a Covenant, took several months to complete. As a result of these unforeseen delays, we respectfully request that our ZBA filing expiration date be extended so that we can obtain the Certificate of Occupancy. Thank you in advance. Respectfully, Eugene Burger, President Y d{{1�ya F014. Y k... .warr. ZONING BOARD OF"PEALS ,31 Town Hall Annex,54375 Route 25 P.O.Box 1179 Southold,New York 11971-0959 Fax(631)765 9064 Telephone(631)765-1809 ZBA FILE: #7327 } NAME OF OWNER OF SUBJECT PROPERTY: 460 Oystervonds Lane,LLC,Ann Ffolliott PROPERTY LOCATION: 510 Oysterponds Lane, Orient,New York DATE OF ZBA DETERN[1NATION: October 24, 2019 SCTM No. 1000-24-1-4.I I PROPERTY OWNER'S STATEMENT I/We,the undersigned,am/�re the owner(s)of the property cited above and acknowledge that Uwe: i 1. have received and read ZBA determination number: #7327 Dated: October 24, 2019; 2. understand the flits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition, as defined by Section 280-4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceed the scope of the approvals granted herein,or the issued building permits; a 4. know that the Zoping Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right, after a public hearing,to modify, suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,:liursuant to Article XXV,Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building department will not issue a building permit without receipt of this signed statement. ! Print Name of Owner(s) i�'YS7tT SP's G A-(AC Za Signature of Owner(s) � �7/Lv1 U/ Dated: ,11 2-11 I Dated: Sworn to before me this la! day Sworn to before me this day i of_NDU201i7ef,20 `;.��1 of 20 j tary Public Notary Public MORGANT W. FIEDLER NOTARY PUBLIC-STATE OF NEW YORK No.02FI6304179 Qualified in Suffolk County My Commission Expires 05-27-2022 q5 BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman, Chairperson ®F $®Uj� 53095 Main Road• P.O. Box 1179 Patricia Acampora ®� ®�® Southold,NY 11971-0959 Eric Dantes Office Location: Robert,Lehnert, Jr. Town Annex/First Floor Nicholas Planamento ® �� 54375 Main Road(at Youngs Avenue) c®uV Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD -Dr �� �� Il 111 �� Tel. (631) 765-1809 u�l n APS 2 6 202 �XTENSION DETERMINATION One Year Extension b:OLONU OEP7. Special Meeting of April 20,2023 ZBA FILE: #7327 NAME OF APPLICANT: 460 Oyster Ponds Lane, LLC (Ann Ffolliott) PROPERTY LOCATION: 510 Oyster Ponds Lane, Orient NY SCTM: 1000-24-1-4.1 BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124 and the Building Inspector's May 15, 2019, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and move an existing accessory garage; at, 1) less than the code required side yard setback of 10 feet; located at 510 Oyster Ponds Lane, Orient,NY. SCTM No. 1000-24-1-4.1. RELIEF REQUESTED: The applicant requests a variance for alterations and additions to a single family residence consisting of a two-story rear addition of living space measuring 7 feet by 30 feet, for a total of 254 additional square feet,to accommodate two new bedrooms and a bath on the second floor and an expanded bedroom and a new dining room on the first floor with a side yard setback of 8.2 feet where the code requires a minimum side yard setback of 10 feet. DATE OF PUBLIC HEARING: October 10, 2019 This request for a variance was originally Granted as on October 24, 2019 with a condition that the applicant obtain a Certificate of Appropriateness from the Town's Historic Preservation Commission, if required. By letter dated April 12,2023,the applicant's representative,Eugene Burger,requested a one-year extension of the Variance Relief. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson) seconded by Member Lehnert and duly carried, to GRANT, the applicant's request that the above cited determination be extended for a one-year period beginning October 24,2022 and to expire on October 24,2023 per Chapter 280-146 of the Code of the Town of Southold. Please be reminded that any additional one-year extensions required by the applicant must be requested in writing in a timely manner. reshe Board: Aye :Members Weisman (Chairperson), Acampora, Dantes, Lehnert, and Planamento(5-0). es Weisman, Chairperson Approved for filing �4 � /2023 pF SO�ryol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT January 26, 2022 TOWN OF SOUTHOLD 460 Oyster Ponds Ln LLC PO BOX 568 Orient, NY 11957 RE: 1) Extension of relief valve is required. 2) Blower door& Duck Blaster Tests required0 TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ��r� Ofee of$50.00. FXnal Survey with Health Department Approval. lumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 45025-Z Addition/Alteration FREDERICK - _ ROBERT WEBER ARCHITECT _ Q ti L / Q EXISTING HOUSE rl 390 OYSTER PONDS LANE Fj-1 1000-24-1-2 1�a w a DD LOT AREA.18315 yD `\ \�` N`y/y p0• CD z REMOVE C ho 'PF 33• GARAGE /) v G TINd" 9�S' dry'. RELOC D 0.U5 DRAWING TITLE ELLTRELOCARr y0 SITE PLAN Y , GARAGE 0 0 PROPERTY OWNER: 440 OYSTER PONDS LANE LLC EL u• . c- - ;y� e• \83 6' RONr Q`� TOWN OF SRIENT D ATIE SUFFOLK'I'�te �� FOLK COUNTY,NEW YORK00 , 5'e�. JOB: D`�``�` / .r.4' u® ` to SCTMa 1000-24-OI-4.1(460 l 510-O OYSTER PON05 LANE) PROPOSED ADDITIONS: ^.� (FORMERLY SCTMa 1000-24-01-03 t 04) LANE LLCER PONDS 3 LOT AREA:18315 S.F. eN0. O ZONINGR-40 460/90 OYSTER POND LANE : ORIENT.NY j Q (NON-CONFORMING LOT LESS THAN 20,000 S.F.) a1 YARDS:(PRINCIPAL) TOWN OF 50UTHOLD FRONT,35' SCTMI 1000-24-1-4J /B1g/, 00 SIDE(ONE):10' SIDE(BOTH),25' ARCHITECT: ,(y REAR,35' L 12 (y /�V HEIGHT(MAX.):35',(2)STORIESFREDERICK R.WEBER LOT COVERAGE(MAX.):20% -`i 41 EAST MAPLE ROAD r^ y ) EXISTING HOUSE t PORCH: 924 5F •(r ] ( GREENLAWN.NY 11140 0 PROPOSED ADDITIONS: 261 SF 52 NOYAC PATH RELOCATED GARAGE: 322 SF ;l!�, �N.111 / WATER MILL,NY 11916 TOTAL: 1500 SF(8.1X,) \ \ CW EXISTING YARDS(ACCESSORY-I0.000 to 19,999 SF): S\�� �� TEL 631 154-5565 HOUSE / FRONT:NOT PERMITTED ���::t.:;: EeeberwhitecteyeAoo.coo SIDE/REAR fie'HGTJ:5' 580 OYSTER PONDS LANE SIDE/REAR(20'HGT.),15' 1000-24-1-5 S10E/REAR 122'HGT.):20' 1000 SF MAX.AREA ON LOTS TO 20.000 SF SURVEY INFORMATION, REV.: JOHN EHLERS LAND SURVEYOR L EAST MAIN STREET.RIVERHEAD.NY SURVEYED:NOVEMBER 4,2018 DATE:MAY 2.2019 SCALE, Vi'-P-O' ^" SITE PLAN NORTH JOB NO, ,201901. P0• k I° = 20'-0° DRAWING NO. FINAL MAP REE DEWS.,,N3 Al DATEDJJ I-)I Ll OF AL 30'-0• E)OSTINc - - --- - ---- ------------'----' -----------_... 101-01 10'-0' p j7 1 FREDEMIC ROBERT :•:•:::::::::::::':••.;:;:................................................................::•::r.,..,, i ;11,; 4 r,,, WEBER ........ r----------------------------------• '' 1 I 1 A)xiNG B(,MIr OF nA••O1� ARCHITECT b I I UNEXCAVATED '•' 1 I •: I I :•. I f--1 I i' 1 1 •; I t'7 I :: I I •: I Iii I :'� 1 I •: I O F-------------------------- I --------------- II i-- ------- •• _ y_____________ _--_- 1 NN B•Tld • •--s-5---- r4-R------- r, I-� � .: I P.Cmc Fowd WeG W 0 i Remove Ennt,M 516 Ahmva P.Cmc0Foo4g• 4 F i 1 1 1 ':. I r� 14 • a I •:i I I i•• I I I Ranwe I I 1V l 1 ✓� r p I Neu I I I Enrtnp I l i 1 6-6• 31-1. 1-1' . I :•. I I I I I Soo I I •: 1 I is 1 BASEtlENT 1 1 1 I I � r, ti I Ahwe$Iehl, m I I I I I I L_____________________— .............. ........... ...... .. I c) Z I L_0_ 100 A CRAWLSPACE I ;•i NEX A 11 Electrl a i I I 1 1 1 W" 8 a k Scrnc j r? I y i :•: j j i DRAWING TITLE. DrY � :• I 1 FOUNDATION r I J�' 9'-10• _ __________________. - Up I3R P°t �Remwe 7)1d0 Hdr.(FIuIU --4 1 a. Eli41,4 r9' \I I I I LL Stcop 1 B' i'-5• n T•-O'r- �,-O. OY r;OPemm i n i7'i3'i "Abov4 i j JOB, o _1,..I....... I........... PROPOSED ADDITIONS: m ::=..... ...::;•r.:6:i .:.-:.-.:.-:.- .:=s.-:.-:.-:.-:.-:.:..:------� 460 OYSTER PONDS r R (3)1xB Glr ar�in m L-- �f3)1x6 Gvdar LANE.LLC cn. Rrnwc E&,17 St Ixecd?) •T-5• RI410/W OYSTER FOND LANE OENT.NY Enetm Lm a/3v ' TOWN OF SOUTHOLD a BASENEHT Encicara `�j }a SCTKI 1000-14--4J Beot.Hgt. ARCHITECT: o °. FREDERICK R.WEBER 3 Heetr 41 EAST ROAD ! \'} �: GREENLAWNWN.N NY 11740 '. r 61 NOYAC PATH 1 - 1 WATER MILL.NY 11116 e Cmcr BI. - 4 x.14 : TEL 631 764-6666 ID 1x6 E •`O' Iwhernrchltacteythoo.can UNEXCAVATED _ Serv,ce ti, A a KEY: REY, E.3thng 11mmr8 Wd DATE,KAY 3,20M SCALE, 1/4• ___ E,vt,,g Mmmryl Re�imd '• N w n Wpb JOB NO: x301101 ro•-w• 1'-1• REVIEWED BY ZBA DRAUaNG NO. SEE'DECISION 7301 PROPOSED DATED ^ FOUNDATION PLAN A2�N OF A6 .731 FREDERICK ROBERT REBER (Uf.'fN(:9UM1NU Ur A°I'k'Fl� o-0 10'0 ARCHITECT I b New I Q Iz-4 I aNew New New Dar ! b F Nea II Now I i iii i iii 6•_L' 3,_G. ._7._1. 1r' i- oa Wnldm DINING I EA i l i iii Neu ADDITION - "i Q II , 1, III I ill WNda O 11 I, nl i II It III � Iii i__ iII I¢ III l IIII E,a,ended 7 I'-1'-1 �l1 New 1Y-3' 4' i i IG_q___________,, I Neu 31. Dar I } NIIDROOK New b ISTOOP m DRAWING TITLE. p New mu b Rmr.i IST FLOOR DW I Suk I m I Bram Bench ]a � K ; 28' 28' \ a,0 Eiaatn 1 KIT6HEN I _ I I I r I r- i 4 T 6•-2' 3 1 - it Q 'v e,a 4••• i i JOB, 3'-4' 4 HALL 29 I I IUW4.1 ____ I m H D.N-Hmg g71iL_ 19'Rdye_•_•_• _____ __ _____�� PROPOSED ADDITIONS: LANE LLC PONDS I 1' Y 4'-II' 1 3'-L' 4 3'-2• I I Neu ghndam Tmh ,I•, Stnage I (Neteh F,-U ORIENT,NY 4G0/6N7 OYSTER POND LANE TOWN OF SOUTHOLD . 14• 30' Eaaury SCTKA 1000-24-1-4J 2'-G'u 4-B' LIVING R00% ARCHITECT: EtaMmy Clg.Hgt. ••...— i 411 FREDERICK MAPLE ROAD GREENLAWN,NY 11140 I •`�a i s 11'-3' 4• U'-9' 1' „\ fl� /•r. 62 NOYAC PATH 4' New Wudom WATER MILL,NY 1191L f (Net<h F-0 ��., I �° ��/ TEL 631 154-6555 I \,;�=_�� fineherardutect°yahoacm Dahle-Hrg i j i Da61e-Hug I I Ib'�IO' I I i j PORCH ,I SQUARE FOOTAGE KEY: REy.r I II I EXISTING IST FLOOR, 810 SF E.tmg Frau Wag DATE+MAY 2,20M _ Ei______ _ _____:d PROPOSED IST FLOORr 154 SF 'I TOTAL IST FLOOR: 1044 SF :=Z==. J Emtmg Wall Reeaved OB N I/4' � OB NO, m2014101 FINAL MAP DRAWING NO. I P R O P O S.E D REVIEWED BY z6 METING h SEEEpL l�° �1�- / 3 IST FLOOR PLAN 1/4" = P-O" OF AL FREDERICK 'S R ROBERT WEBER lflnING W)ARIf'1FMN¢AlK ARCHITECT j I-0• j WIDTH,OF PROPOSED SHED DORMER T-0• 10'-V y W10TH OF REVERSE rc-1 GABLE PROJECTION Q j a Ij in ROOF OF ADDITION WL O E- o I ate"' T Wmdw tat I f N. �y 3` j 11 EEO-, v Rrdpe f ` DRAWING TITLE, A 30• 2ND FLOOR r l i Heu T 1 Ir .Neu _ I^f i`y BEDROOM 7 � 1 I BEDROOM 3 1 REAR ROOF- ADD SHED - -- r .__..__.DORMER-ROOF-SET-IN- - --- - - ---- ------ .. .. - .. -- - I' FROM EACH SIDE JOB. _-_ ________ _____________J-1 `............................... PROPOSED ADDITIONS: ----- IJAL MAP 440 OYSTER PON05 j w I. 2e EVIEWED BY"I_BA LANE,LLC cL• _-E DECISION* 21M 4t0/510 OYSTER POND LANE 3'41' — '-5' 1.3'_7• 1' 6'-1' - 3'+1' 3•-0•.. C IR.aTEp to /� •�L ORIENT.NY n CL, t I I TOWN OF SOUTHOLD j I I_ FRONT ROOF TO REMAIN, 5CTns 1000-74+4.1 I ADD (2) GABLE DORMERS, Nro i j ARCHITECT,' ' Ga61el GAL Darudr �� - PRERICK R.WEBER t 41 EDEAST ryAPLE ROAD \'\. GREENLAWN.NY 11740 1 67 NOYAC PATH WATER MILL.NY 11116 I :•/.;! TEL 631154-9555 j '��=�;``{ % I'aebararchlbct�pahw.cw j ------------------ II I E,aiW I Pa6 aot I li SQUARE FOOTAGE KEY: REV: Ij — _", PROP05ED 2ND FLOOR: 634 SF E-ta,p Fraee Ga DATE,MAY 7.7011 I 2'-1' 7,_1. Enrimp Q9 Reawed SCALM 1/4'-I'-0• > Na Fraena Wall JOB NO: v201401 'DRAWING NO. PROPOSED 2ND ' FLOOR PLAN 1<P A4 OF A6 I I I =G4tN1�VJ I I . . I � i _ I t - -4& Igo ® Y avnin =1�` FINAL MAP REVIEWED BY ZBA'I r - _ SEE DECISION#-Mn i DATED l I ot` it -- W►�_ T EL.12V TtoN. i Iw 0-4A�f<r-llwvSL'Iwt%i LLlU X � L-4co 505i`1(e2pcNo-iWJ2� tbaYrN• ! O�i4fo ' ':HFrup 11S �L'L 1 1 1 1 IS EE 1. I 1 PI2oPaSF� -2o mss: "D-C (r--RP�SlJ+ OtG;v �/sio otm�po>sost orMmsr, NY. /4,5 0 FINAL MAP REVIEWED BY ZBA SEE DECISION# DATEDL/ / _ D DING DEPARTMENT- Electrical Inspector ��o pry AUG 1 9 2020 TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 �*A • �� BUILDING DEPT. Southold, New York 11971-0959 0l 'F �� ©`�'" �; { "4�T ���phone (631) 765-1802 - FAX (631) 765-9502 roper.richertatown.southoid.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: S ce_ Date: Company Name: ; L-l��-- Name: ;c1Z— License No.: email: V. Address: rn°.,� -Fir-(-mac, ( ) Phone No.: - S S 1- 4&q-L11 O0 JOB SITE INFORMATION: (All Information Required) Name: o OS Yer rul S LG,-o__) LLC_ Address: p PPs orI9 Cross Street: m a i n (d Bldg.Permlt #: 450.)_5 email: Tax Map District: 1000 Section: Block: ( Lot:SCMIT If.-7_3g5'9 , BRIEF DESCRIPTION OF WORK (Please Print Clearly) t�eLj acID c,_, ,o Se-rvI La_ G' oV+tbr,s G c sbn s --F-y .._yi S-1 2&0 Ss . circle-All That- Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: CES)/ NO Issued On ffy)atQ Temp Informatlo (All information required) Service Size 1 P� 3 Ph Size: A #Meters_� Old Meter# New Service - Fire Reconnect- Flood Reconnect-Service Reconnected -,Pfrgrou - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 00 B2-Request for Inspeodon Form.xis D O�If �}FF01,r. 3D ING DEPARTMENT- Electrical Inspector AUG 1 9 2020 `;TOWN OF SOUTHOLD :� . �... . Town Hall Annex - 54375 Main Road = PO Box 1179 ,y BUII,DING DEPT. Southold, New York 11971-0959. C.s 'T7119b9phone (631) 765-1802 - FAX (631) 765-9502 .-..... roger.riche rtgtownaouthold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: S�'•h�e _ Date: Company Name: ; C� Name:. cx— License No.: 3 mc= email: Address �,`>. 4Jf Phone No.: S -L11 oo JOB SITE INFORMATION. (Ail Information Required) Name: Ou.Sj-e( 9CNJs � a� Ll c. Address: Cross.Street: � kn'1.OS in .. Bldg.Permit.#,. 4._.....50 Z Tax.a . District: : ;>,t 10o:, .Sect>ion: :Block jLfl BRIEF DEu:CRIR.TI' N E7F*--Wf�RK.(Pleese Print Clearly) cxact Ctrote.All Thet APPLW Is job readyfor Inspectioh?: - YES/NO Rough In - Do you need a Temp Certificate?: NO Issued On n� - ,mr�u e . -a La Ternp Infacmatlo (All information required) size, Service 1.Ph` 3'Ph-.'- Size:. ._A - #-Meters Old Meter#--' NOW Service -,Firs._Reconnect-Flood Reconnect-Service Reconnectedro Overh'e'ad #-Underground1aterals 1 2 H.Frame Pole Work done on Service? Y N Addltlonai Information: PAYMENT`DUI=-WITH APPLICATION. 82-Request for Inspecdon FormAs i PERMIT# Address: Switches Outlets I GFI's Surface I Sconces l I UC Lts V I -Fans---------�---- ----- ------------._:---- ----- idge--- -- --- --------_----- -------- - FEW---- --------- -------- _--- - ------- --- Exhaust -v Oven Dryer _...... ' Smokes .I v� c D1N : .Service. 5 � 1 ^ Micro Generator Garbon A. i4 Co'Oktdp . Transfer: 4V , IVlinl- • S..ectal: Comm�erits:=. � Xf .. 1 4 - Ut_._�,t t-I I G I i I . I , i fF Town Hall Annex � ' 3 Telephone(631)765-18`02 54375 Main Road : Fax(631)765-9502 P.O.Box 1179 Southold,NY.11971-0959 r r; BUILDING DEPARTMENT I NOTICE OF UTILIZATION OF TRUSS TYPE-CONSTRUCTIONL PRE-ENGINEERED WOOD CONSTRUCTION ASVD/OR TIMBER CONSTRUCTION Date: �'wl� x`1.0 Owner: 4 5' (-� �v a.Y�� �.,�� (A,451 �q l Location of Property: Please take notice that the (check applicable line): New commercial or residential structure _ Addition to existing commercial o residentia tructure E Rehabilitation to an existing commercial or residential 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): _ X _ Floor framing, including girders and beam (F) i Roof framing (R) ©� Floor nd roof framing (FR) i Signature: { .Name (person submitting this form): �;YZt C E Capacity(check applicable line): Owner f Owner representative i TrussRegMdocx Effective 1/1/2015 t S { FQ Scott A. Russell �®sU` `r Q) 5'7C'c0>]E IMINWA\'7[']EIKI svPERVIsoR I�vl[A\ISA\tG�]EI��I[]EI��[' SOUTHOLD TOWN HALL-P.O.Box 1179 u- 53095MainRoad-SOUTHOLD,NEWYORK 11971 Town of Southold CHAPTER 236 - STOR.MWATER MANAGEMENT WORK SHEET � ( TO BE COMPLETED BY THE APPLICANT ) L DOES THIS PROJECT IIiNVOLVE :NIY OF THE F'OLLOWIN'G: Yes No ;CHECK ALL THAT APPLY: C1 INA. Clearing, grubbing, grading or stripping of land which affects more i i than 5,000 square feet of ground surface. ❑CRB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ! C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. f [19 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ' !' erosion hazard area. j'! ❑� E. Site preparation within the one-hundred-year floodplain as depicted (! on FIRM Map of any watercourse. F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes ' ! ii .l_ in-kind replacement of impervious surfaces. I If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information,Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. 1 APPLICANT: (Property Owner.Design Profe_sional.Agent.Contractor,Otherl��I S.C.T.M. �: 1000 Date I!,' �� Diarict l I uw .0 � j NAME: i; Section Block Lot i i qr I�; BUILDIfNG DEPART- MENT' USE ONLY ! ''� Contact Informatiot ��{ -Vj 5 ��. I •l.k�rs\emRti Review-ed Bv: '- - — — — — — — — — — — — Date: Property-_address/ Location of Construction Work: !, 1 — — — — — — _ _ _ _ _ _ _ I' y,! �j� Q1 �j ��o �, rr !I; ❑ Approval for processing Building Permit. — — — ' &-(Sr-orivarcl Stormwater Management Control Plan Not Required. — — —lormwater Management Control Plan is Required. to Engineering Department for Review.) FORM V St ICP-TOS MAY 2014 r APPUCAN'r' S.C.T.ivl. 1000 (Property Owner,Design Professional,Agent,Contractor,Other) — — DSIV%r L u�r�CH "1 ER 236 16L 4e 1 Stormwater Management Control Plan CHECK LIST ML': -Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Applicalion. Date: n �nw * The applicant must provide a Com plete EEs lar ation and/or Reason for not providing to�7 �55 1`W SCJ �l l p providing rnamrc kcK+.mn�rc,c: all Information that has been Required by the following Checklist! I. A Site Plan drawn to scale Not Less that G0'to the inch MUS"r If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries — 0 b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. O� of the Site Boundary as required by§236-1702). d. Test 1-lole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing& Area of Proposed Land Disturbance. 7-SV-M1$ s py f. Existing& Proposed Colltolll'S Of the Site (Minimum 2 intervals) VV RgLk--T a zoN z g. Location of all existing & proposed structures, roads, S�U� driveways,sidewalks,drainage improvements& utilities. Il. Spot Grades& Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. .1. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). m. Location of all n•o posed erosion&sediment cant•ol measures. 2. Stornmater Management Control Plan must include Calculations showing that the stormwater improvements arc sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stortmvater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. �� 7tZb�JC� c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0 cf. Leachinq Structures (e. .infiltration basins,swales.etc.) -- ------ - - --------------- ---_- -- ... - - --- - - -- ------ - ------------- - - FOR ENGINEERING DEPARTMENT USE ONLY - - - - ---- -- - --_.-_--•I 1 Additional Information is Required. j; Reviewed & I Stormwater Management Control Plan is Not Complete. I Approved By: - - - - - - - - - - - - - - - - - - - - - - - `� I Date: Storm\water Management Control Plan is Complete. ' ._SM-CP-has--been-appi-oN?ed�-by--tlie-Lngineer-ing-Departmen h - ------- --- FORM # SWCP Check List -TOS MAY 2014 --- L---- --------- ------- --- ----` --- -- ---- --- :�'%_#*URVEY or PROPERTY SITUATE. HAMLET OF ORIENT "T N -0UT L U' ugvf�ym a ya4- o r `UFDATEID 01:� H000- iSUF.F0L�.C;OUM'TAX H20:.. - '24_= 1 - .. ...... . . . .. . . r•` raor�:Ycrr .,.:� 3 •o-�`ou C 'i� • ),:." /j •��4A, :NOTE$: _.. _ .... ..... _ .... .. Mcaumm# Fnu ti .. ... .. ', •, � � v, >wd<;oi��a.flow K :J+ow:Yorii 5f''e ",tirlau g� vlcl'1 �D ud stbmpad�sect.ehrdl:lam c0sHfemrd Yo Le•wpd We -A. T MAIN S50202 ��•. T N.'l":5.. UC no., � j . "Csitifiaotidn>f t�amoted flareon.aia�t{{tnai pan wrrey!roY??reparadn•4ecg4P+de'!t�St!•n+e:er— ,, ' Area. =' 18;345,5q.Ft �0.�• 3:69�82�8. F�if:3"�9-%b2S7 • . .�;,. ,...' "��.. ;� ee.�eAcY sx e�'Ac'„atocwit Area _ 0.421:Acrm x..t� �=Rey .7 C V! O s �Qio the pa air+i'arashewo the ahnf`sQsnat�reWx' ;J 11.. (�±Df111R� u ,t .D'n'd grv.hgbehGll:tD t6t tiUtr coirtpdnyr;..o6v6nlnen.. ' !nl'ti ric aitA.7eddNy Inahlutidn;(IateA:hersea„Lri2f.. � .: 9e:Y 18-1.$7. .. - t*.tn,'r:ttys"as ot.tht�[Odin Insrri';tton;•'i<efunto-< y ..... ... ..... _. _ ., ., .. _ .. msrerapte l.o iadd'1•imal.kditutlontt . .. .._..... .. ....... � flans aca:nor Ar I' MIN. t 2' MAX. TRAFFIC CONCRETE LOCKING CAST BEARING CHIMNEY DEPTH /-TOIRON COVER SLAB GRADE GRADE EL +13' SITE DRAINAGE: 4"0 APPROVED '114FREDERICK PIPE, 1/4" PER FT. 4"0 APPROVED AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) MIN. PITCH1kifmiki PIPE, 1/8" PER FT. CONCRETE ROBERT MIN. PITCH _COVER lD 8' DIB. X 6' Deep w/ INVERT INVER �_ O_ DRI House (East), Driveway 1413 sf x .144' Rain = 234.6 cf 253.5 cf WEBER at HOUSE EL +11.3' _ LIQUI I Traffic Bearing Top EL +12.3' FLOW H=° DEPT 00 INVERT j 1 DR2 House (West), Garage, 1413 sf x .166' Ram = 234.6 cf (1) 8' Dia. x 6' Deep w/ 253,5 cf INVERT NEW _ I Patio, Driveway Traffic Bearing TopARCHITECT BAFFLE p EL +10.8' EL +9.8' LEACHING O I 9 SEP IC ANA GA .) I POOLS I, 2 t 3 ''tr (300 S.F.) I'EL +5.8 House, Garage and Porch Roofs to have Gutters t Leaders 3' MIN. 3' (MIN.) TO HIGH I Connected to Underground Drainage Structures (Typ.) COLLAR EXPECTED GROUNDWATER I 8'0 Ring: 42.25 cf/Ft of Height I F---� t--------------------------J +13.2' PROPOSED SANITARY SYSTEM HIGHEST EXPECTED CONCRETE TEST HOLE DATA NEW SANITARY SYSTEM FOR 3 BEDROOM HOUSE GROUNDWATER El. +2.0' TRAFFIC COVER PRECAST McDONALD GEOSCIENCE, 4/1/2019 O EL +13.2' NEW 1000 GAL. SEPTIC TANK BEAING EL +12.9' n �- CONCRETE F-+-i N�jro/9NEW 300 S.F. SIDEWALL AREA OF LEACHING POOLS I, 2 t 3 SLAB' CHIMNEY Dark Browm Loam OL o (3 POOLS, 8' 0 x 4' DEEP) 1 MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. Brown Silty Sand SM DRAINAGE 3' r 1 PIPE j Brown Silty Sand w/ W �J j I Heavy Gravel SM TYPICAL DRAINAGE O tui Brown Fi a to Coarse and(Y I RING < I 9' Brown Silty Sand w/ _ Al I 8'-0110 > I II.I' _ Heavy Gravel SM (D r Water in Brown Silty Sand LOT AREA: 18.345 S.F. w \ I 12' ----_- w/ Heavy Gravel SM \�` \ ' ' Exp > N6 o I 2' CLEAN SAND I Water in Brown Fine to p GRAVEL FILLCoarse Sand SW I L--------------------- Cfl �i °� 11100. REMOVE `� New \ !(/ EXISTINGN71 1-4 LP3 , GARAGES /�9 TYPICAL SECTION DRAINAGE RING 18 New \ ,'� \��. ;, GASTIGE`. Stockpile 6S� nj LP2 { . RELO ED Topsoil +14.9' DRAWING TITLE: (Dry) EL +14.9' / s +13. `\� � SITE PLAN i \ C.I. Inlet i EL fh2 9' Newer \ ;RELOCATE'~`� Grate ; ' i EXISTING; New _ -----� EL +15.4' PROPERTY OWNER: O TES pR 7 -�--- C cr , O LE `,GARAGE ,IDR'�'i i j-z \ W shout i `5 \ EL +t .9' 6 .01 �'�; GRAVEL`�,� ,c 3S" D -440 OYSTER PONDS LANE LLC ��- i g �83� DRI EWA 'PpN� Existing O�� SITUATE: ORIENT n mai..... ' 4�:..a 6 , TOWN OF SOUTHOLD Existn l� q� :::,. l� i Poe ���� F C.I. InleA ,� SUFFOLK COUNTY, NEW YORK lace t Grate 04" '`Sot mg ¢¢� ' ::::i©a` ell Oj' n9 `Sept Tank ti}: �0�� �B. dna " _RI; o JOB: PROPOSED ADDITIONS: �O :cam, < ::•::::: .: X+' �}� / ��\ �'E � FILTER CLOTH AGAINST `� :: � �' 4k�0�� ,t�0� i 39. >� (n SCTMu 1000-24-01-4.1 (460 510 OYSTER PONDS LANE) 460 OYSTER PONDS WOVEN WIRE FENCE W/ �r Clean :: Q ¢ �i �..� 9i "�J (FORMERLY SCTM# 1000-24-01-03 t 04) LANE LLC J. 2"x2"x36" STAKES, 8'-O"oc `�..,. uty � `� `` w}�``' o�' � �'�-�-._._._._� ��\ LOT AREA: 18,345 S.F. LANE, LLC 16" MIN. INTO 1. •�' ;� "Sta rn 510 OYSTER POND LANE GRADE, EMBED FILTER Silt Fence `.�\\` ��o\mcr ' Area g (�\ ZONING: R-40 ORIENT, NY CLOTH 6" INTO GROUND `J New Water NON CONFORMING LOT LESS THAN 20,000 S.F.) C.I. GRATE m _Line, 4'-6" 0� TOWN OF SOUTHOLD PRECAST Below Grade YARDS: (PRINCIPAL) SCTMtt 1000-24-I-4.1 CONCRETE /8 FRONT: 35' FLOW TROX W/AFFIC C r8/� Welles o SIDE (BOTH)1026' ARCHITECT: SLOPE _ BEARING SLAB h� REAR: 35 z EL +13.3' HEIGHT (MAX.): 35', (2) STORIES FREDERICK R. WEBER LOT COVERAGE (MAX.): 20% 41 EAST MAPLE ROAD 6 DRAINAGE GO ` ` GREENLAWN, NY 1140 CROSS SECTION PIPE (TO DRYWELL) EL +13.8' EXISTING HOUSE t PORCH: 924 SF Y; .� �:., SILT FENCE DETAIL TYPICAL C.I. DRIVEWAY INLET PROPOSED ADDITIONS: 254 SF O RELOCATED GARAGE: 322 SF ( 152 NOYAC PATH TOTAL: 1500 SF (8.2%) ,°�. WATER MILL, NY 11914 STORM WATER POLLUTION PREVENTION YARDS (ACCESSORY- 10,000 to 19,999 SF): °'' S"tR: r ,' TEL 431 154-5555 FRONT: NOT PERMITTED fweberarchitectIsyahoo.com SIDE/REAR (18' HGT.): 5' CONSTRUCTION PHASING: SIDE/REAR (20' HGT.): 15' I- INSTALL SILT FENCE. SIDE/REAR (22' HGT.): 20' 2- EXCAVATE it CONSTRUCT NEW FOUNDATION FOR ADDITION 1000 SF MAX. AREA ON LOTS TO 20,000 SF 3- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM. 4- FRAME/ ROOF/SIDE NEW ADDITIONS ( RENOVATIONS TO RESIDENCE. SURVEY INFORMATION: REV.: JUNE 10. 2020 5- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. JOHN EHLERS LAND SURVEYOR 6 EAST MAIN STREET, RIVERHEAD, NY 6- INSPECT SILT FENCE WEEKLY SURVEYED: NOVEMBER 4. 2018 DATE: AUG 4. 2019 SITE AREA: 18,345 SF, LAND DISTURBANCE: 2000 SF dry UPDATED: JANUARY 29, 2020 SCALE: 1" = 20' FILL REMOVED FOR SANITARY SYSTEM, DRAINAGE STRUCTURES t NEW FOUNDATION: 65 CY. SITE * I NORTH EXISTING CONDITIONS: SITE IS FLAT AND ALREADY CLEARED I� JOB NO: w20190) GRADING WILL REMAIN "AS IS". CONSTRUCTION ENTRANCE WILL BE EXISTING DRIVEWAY. DRAWING NO. STAGING AREA WILL BE ON EXISTING FRONT LAWN. 1" = 20'-0" REMOVE TOPSOIL OVER PROPOSED ADDITIONS, SANITARY SYSTEM t DRAINAGE RINGS, STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEM. STSAt STS ,��T of Al aurr .L(:COON 7Y DER,%PRTM i;3 OF 1`;Cr\t.T(I JWC;V(CE> I' MIN. t 2' MAX. TRAFFIC CONCRETE LOCKING CAST BEARING CHIMNEY DEPTH IRON COVER (I "On�•• erJi TO GRADE SB 0r GRADE EL +13' s 0,,':i(. d F0 7z 4"0 APPROVED :it -I r" s (•;1'.Y �L�(oi?i.0:: iEL'� PIPE, I/4" PER FT. 4"0 APPROVED MIN. PITCH PIPE, 1/8" PER FT. CONCRETE MIN. PITCH COVER INVERT INV n O � at HOUSE EL +11.3' Well :• LIQUI IPF-?- (Per -• r r � r r Iv r . l.. %• 390) EL +12.3' FLOW =' DEPT INVERT I I - -a.. ._.._ ••-;. }, v I ( ' V` _`• r/ Visual) BAFFLE p EL +10.8' (INVERT NEW I f "- tie TANK w EL +9.8' LEACHING .,� '�� _ '�, t��✓r!;y,, .., POOLS I, 2 t 3 :r (1000 GAJ i (300 S.F.) . (� » ! -00,115 :3' MIN. 3 (MIN.) TO HIGH EX FI'P'r�'T H:tiEE i'tizAPZS F110711 DPiTl' OF A / :COLLAR EXPECTED GROUNDWATER tlt Pi (7ti�Et EXISTING L------ HOUSE HIGHEST EXPECTED J P, v -�r tt pp 0 t' "r I r^r � � C t� 405 RACKETTS COURT PROPOSED SANITARY SYSTEM GROUNDWATER EL +2.0' Ft ;�c t's;.�i 41''1 f M IG11 P 4`r',il"L, u l"D(� �i°�t l� W l 1000-I1-4-e 1"^, "n t r,"". '`1 Ni NEW SANITARY SYSTEM FOR 3 BEDROOM HOUSE 1j1 41 L i"Ci�,rl31', .110x. C)1>,`i'6:C� (Locations Submission 1sOPL DIF/R -� -'-4,1,- NEW 1000 GAL. SEPTIC TANK FTFP SNEW 300 S.F. SIDEWALL AREA OF LEACHING POOLS I, 2 t 3 TMEEALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. Abai ? rrnrt of exirin,m,�-.,x.iury m m: rt be in xM `. `\' RFLOC` CgeZF CCi??fi} yiaw'>Sa r \".' tl�C':%��,t all rt rs" n,-t S u$mitg, % GTc©rnp + , �_ ayproof TEST HOL p\� ; <� M DONALD G O CIE CED.4//I 2019 �c EL +12.9' Dark Broom Loam OL / Bran Sdty Sand 5M LP (Approx.) 3 Heavy Gravela5Mr/ M, SCDHS Stamp Brown Fme to Coarse Sand SP // ! ` 9' Bran Silty Sand w/ +13.2' / `� ! / / \ Heavg Gravel SM �+g� 1 / -" Water m Brown Siltg Send Cj%VptTj0N 1�jcPZCTION 1` EQUI. ED +13.2' N OL-______`�;0 O/3 EXISTING HOUSE / p Ti<. 12' r/ Heavy Gravel SM { �fe / a ^-�f / 390 OYSTER PONDS LANE / <s Water m Broand S Fine to F0�v P,€i�w 't vii /� I T t ! / •1 Coarse Sand SW AP a,- OO• i ! 1000-24-1-2 CONCRETE COVER OR �0 •�• // S�n9/c qNN - i TRAFFIC C.I. GRATE BEARING \�c� h /// �dy O �TT ` SLAB PRECASCONCRETE o / r IMNEY L T AREA: 18,345 S.F. v� DRAINAGE Exp 7'1` ,�/ s V/ti�� PIPE J i I %\rj , // `��O+ REMOVE / J1 O� TYPI L cqj 0�, `� EXISTING �/ �a , DRAI AGE O W: GARAGE ` /79 F I RING • ISTINZi`.� �S• �O Q� B'-O 4 Lft > / EXISTING RELO GE D +H.9' �� HOUSE �l ISO, ` s ` y: \ � a IDr s N3. EL +14.8' ( �\ �c 385 OYSTER PONDS LANE 43.Q' ^ \ i 1 I \ 1000-25-1-4 Lc 2' CLEAN SAND t t L T' / \ i Q �' (Locations From tt390 OPL L--------------- i O LPI / \ S r EXISTING N�I �' h Ih� I Health Submission) GRAVEL FILL . .�/�LE `�� ARAGE DR�� ` 0 0. { -------- / EL+12.9' S0. Well / O TYPICAL SECTION DRAINAGE RING "lace Ext ` � i' 0 ` 1 \ r \50, O•�, �°`• mpt N Ing ¢ r:: Welles / `. ( ``-� - 1 T se an\ ClOu ea� ¢� g `•` 1�j01 _.! New 11pter Q k� Line.4 C 0- y Q c �`I / Below tiradeHOUSE \ VO Oc Wel EXISTING /L 43.3' Y 415 OYSTER PONDS LANE PROPERTY OWNER: 1 CO 131 \� 1000-25-I-5 460 OYSTER PONDS LANE LLC LU /QAl \ SITUATE: ORIENT EL +13.8' Q o TOWN OF SOUTHOLD // A well SUFFOLK COUNTY, NEW YORK G<` LP HOUSE �,, I <`� 580 OYSTER PONDS LANE � 1 // 14.1 (Locations From 11585 SCTM# 1000-24—OI-4.1 (460 t 510 OYSTER PONDS LANE) 1000-24-1-5 1 / Health Submission) (FORMERLY SCTM# 1000-24-01-03 t 04) LOT AREA: 18,345 S.F. E HLER JOHN RSLAND SURVEYOR 9 EAST MAIN STREET, RIVERHEAD. NY Well SURVEYED: NOVEMBER 4. 2018 rY ? ELEVATIONS ARE BASED ON NAVD 1988 ST �(� SITE PLAN NORTH ,V JAG ARCHITECT: I "` O� 'Q^'� <% 12.9' O Well FREDERICK WEBER, ARCHITECT t' 4�•„ro(,'� �”, SITE DRAINAGE: 41 EAST MAPLE ROAD I I. GREENLAWN, NY 11140 t t�..a AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME(Provided) 12.8' 631 154-5555 7;r .� , if cf, /C Deep r DRI House (East).,Driveway 1413 of x Rain= 234.L d (1) 8' Dia.x 253.5 of Top TrafficAUGUST 5, 2019 Bearing Top Tl DR2 Hoax (West),Garage, pl3 of z.ILL' Rain=2341 d (1) 8' Dm.x L' Deep w/ -�� ' JANUARY 9, 2020: ADDED 131' WELL SEPARATION ` n ( - Patio, Driveway Traffic Bearing Top 253.5 cf r� n �Expi -M P G� 1 House and Porch Roofs to have Gutters t Leaders -' CAD [['fY 7�,.`I D h� 1 s� Connected to Underground Drainage Structures(Tgp.) LP f7 Na '� 8'0 Ring:4225 cf/Ft of Height ry fTIn ?J PI t Cedif,catlons indicated hereon signify drat this plat d,he plope;y depicted hereon sras rrode in cccordonce with The e>oring Code of Pmalce for land Suneycis adopW by the New Yak Snm Ammmlion of Plofms7onal Land Survercn.This-Ilf lul is cdy for the lands depl,ted Femon and is not conli.Lo,of Ade,zanmg or Imran o=ercumbmnces.Said cerlil-lions shall ILn only to 1Iw Persons and/or enblies listed heteca and ore not tmnsloreble to additional persons,cmibes a subsequent o ams. I SECTION 17 BLOCK 6 1 SECTION 17 N 3244'50" E Lor 41.2 I LOTBLOCK4 6 -- tz.e LOT 41.2 FFE POST & RAIL FENCE 00�67'MONUMENT 5°' O FOUNO X 5E -- _ 0.5'w q.4•w FIE IWND 5D.67'-- IS,B 0,2'E E LEGEND _ SUBIEGT TO COVENANTS&RESTRICTIONS LIB'R EDGE OF PAVEMENT I LEACHING AC SG s'4\/I �r4 JO-'{.0 LAS I I PAC �•� OVERHEAD WTRES ( SUFFULK COUNTY DERtURTACENj CC=NEALITI SERVICES !' -E- ELECTRIC UNE 3 1 Ir ! APPROVAL OFCONSTR=TMw,.011K•FOR -G- GAS MAIN 1\ , 5 i ASINGLEFI DYRESMENC[7 W- WATER MAIN -� DateMAR 1 R n17; H.,.., �, - CONTOURS R tn__ lQ"0DR7 cc.Es. FINISHED FLOOR ELEVATION I T disposal x118 tL21v Fjpply footiCc ot US Id Ilion have Dean GF.EL. GARAGE FLOOR ELEVATION a 4 w 6 4`3po"O'd calor by;-C"-daTIraTncrTAIIMWM ISSm�kumto +Tera SPOT ELEVATION 1z•7 H be�StaalbryFORAMR10itR1tr1/gl:,�_Se,,00, .. ` 0 STRUCTURE-MANHOLE ^ + to ( hG. 133 1 0 DRAINAGE INLET t .�:L��r SEPTIC TANK F T RIM C:,'810 It'1i.1i0•" PF t"•i 11 P,1 o, unuTY POLE si ,z.75 I SANITARY LOCATION TE8 I SANITARY In 13.5 13.6 31.9' STRUCTURE BUILDING CORNER Ln `. 14.3• B C 0 1 S.T. 44' 43' J N 2 S.T. 49' 44.8' x i MASONRY �! F 3 L.P. Bt' BB' 4 L.P. 91' 88.8 1].88 14.12 C.F.EL I / Q 5 L.P. B1' 55' 14.35 CLEANOUT 13.1) 1].8 LONGANK 14,1 S.T. LEACHING PO SEPTIC LP. LEEACHING 01 136 I J.B 13.2 I 30.3' FI 5.71`C qIM N C/E 13.9 I 13.91 3 1 5.5 I 19:79` �' ® ) I W I- 1 1/2 STORY 5'6 ORYPRLL 1°00 ❑ NO L iINO a.or I 1 ls.z Z I UNIT b 1 ORYIYE I 1 S,Y 30.3' 13.8 .f qIM��•-/ 17.96 13.5 I P/0 MAS.I a + L u.2 LU tp td.t 1 v YYY... a\4, WELL '\V v 498.32' MUNDT - ' -- 11. I5O49.89 13.4 40 14415 14.5 MOFNoUuMNEoN T -- taA FA evA OON G CN 0 ON-}-ON 14.2 O � O ONC- E APR u 3 2023 xp 104IG 1J 05 1117 ' IJ�51 1+.01 lila u.n 0 EPS: s 2873' W 100.02' TOWNOFSOU07 OLD ,3ea X93 „11 + e 5 14.50 14 90 13✓'l4' I= 13.66 14.02 14.23 14.49 14.87 NOTM OYSTER PONDS LANE I. LOT AREA- 18,348 SQUARE FEET TOIL 2, SANITARY.DRAINAGE h WATER PROVISED BY OTHERS. Int wEw:Taco J. ELEVATIONS REFER TO N.A.V.D 1988. © 2021 BBV PC fho offsets o•dtmenstons shown Imm soucmres to the p,opmty Imes me 6 a speciP,c purpose and uta,and Ihm.fa...oro not Intondod to grade ,the elu:non of franc I,wtolnlnp walls owls,polios.planting areas,addibaa to bjild'nlgs and any other construction.Subwdocl,and environmeniol condrials water not e,amtoed or mnsde:ed as a poo of this survey.Emen ants,RlghboLWay of record,if Ory,ore not shown.Property tamer a-tin-nis wme not Ooced as a part of Ih73 survey. BBV Barrett TaxMap: DISTRICT1000 SEC110N24 BLOCK1 LOT4.1 Bonacd& Map of: PROPERTY uraas�d aanaec .nn'sr,reyea.o .' Van Weele,Pc da'La« r. Map Lot: Map Block: Engineers . Surveyors . Planners File Date:-- File No.:-- County: SUFFOLK 175A Commerce Drive Hauppauge,02 11788 IY r r631.435.1111 r 631.435.1022 k. www.bbvpc.com Situate:ORIENT,TOWN OF SOUTHOLD Data Y Revision = BOUNDARY& C.P> { 6ioang he lord TOPOGRAPHIC SURVEY9/al/zozz A V.R. SANITARY a WELL LOCATION TIES wn ds em pd s mule sial nor 8/17/2022 P.F. CLIENT COMMENTS be ccnstdeleo•o he a true ane valid cupy s-eyed by: B.S. Drahed by: A.V.R. Checked 6y; C.W. Project No.: A210762 Dal.: OCTOBER 13 2021 Sml.: 1"c 20' FREDERICK ROBERT WEBER ARCHITECT Q L 11.9 / EXISTING HOUSE n 01390 OYSTER PONDS LANE 1000-24-I-2 LOT AREA: 18,345 S.F. ' q CO/' 0 0� ,' 1001, REMOVE 0 EXISTING GARAGE TING- GA ING GA E ` RELOC D DRAWING TITLE: / > EL 13.5 EL 11.1' SITE PLAN RELOCAtl!s_' i 46 EXISTING ? / Q �� PROPERTY OWNER:EL 11.4' \GARAGE / �i -\ ' / DRIVEWAY- X10 � 460 OYSTER PONDS LANE LLC C� SITU ORIENT OF OTOLD SUFFOLK COUNTY, NEW YORK 00. 4z °' JOB: CO PROPOSED ADDITIONS: % r� SCTMl* 1000-24-01--4.1 (460 t 510 OYSTER PONDS LANE) 460 OYSTER PONDS % "J y 7:. ..\ 2�� kQ�, \\gyp (FORMERLY SCTM� 1000-24-01-03 t o4) LANE, LLC m �vQ .� LOT AREA: 18,345 S.F. Fv 440/510 OYSTER POND LANE ZONING: R-40 ORIENT. NY �\✓i 4 (NON-CONFORMING LOT LESS THAN 20,000 S.F.) TOWN OF SOUTHOLD Cb YARDS: (PRINCIPAL)V FRONT: 35' 5CTM# 1000-24-I-4.1 SDE ONE): 10' j SIDE (BOTH): 25' ARCHITECT: / REAR: 35' EL 12.0 ry0 /� HEIGHT (MAX.): 35', (2) STORIES FREDERICK R. WEBER 'tor,� LOT COVERAGE (MAX.): 20% j -'_ 41 EAST MAPLE ROAD CO GREENLAWN. NY 11140 / EXISTING, HOUSE t PORCH: 924 SF O PROPOSED ADDITIONS: 254 SF 52 NOYAC PATH RELOCATED GARAGE: 322 SF WATER MILL, NY 11914 TOTAL: 1500 SF (8.1%) YARDS (ACCESSORY- 10.000 to 19,999 SF): 1' ` TEL 431 154-5555 EXISTING .! rweberarchitecta ahoo.com HOUSE FRONT: NOT PERMITTED 580 OYSTER PONDS LANE SIDE/REAR (18' HGT.): 5' SIDE/REAR (20' HGT.): 15' 1000-24-1-5 SIDE/REAR (22' HGT.): 20' 1000 SF MAX. AREA ON LOTS TO 20.000 SF SURVEY INFORMATION: REV.: JOHN EHLERS LAND SURVEYOR 6 EAST MAIN STREET, RIVERHEAD, NY SURVEYED: NOVEMBER 4, 2018 DATE: MAY 2. 2019 SCALE: Mry SI 1� NORTH JOB NO: w201901 TE FLA DRAWING NO. STIn = 201_011 Bid,DePt COP from ZBA P1nA r^viea�ed documents ����File aY .3r)1At� OF AL 30'-0" EXISTING 20'-0" FREDERICK ROBERT WEBER Ir-----------------------------------i I 1 I I I ARCHITECT I •�•� I I ••• I O UNEXCAVATED N I I V. — I :: I I :• I I� V. I I I •••• I I �� � o I I I - f - - - - - - - - - - - - - - - - - - - - --- ----------- - - - - - - - - - - - - - - - - - - - , ---------J . . L------------------4---------------J I .:.. ................... ................ ...... .......... ..... ..:. I "-----1------------- *- -+----------------, I New 8" Thick T4 ------------- , ... P. Conc. Found. Wall "t I . I I ----- --, I , on 18"x 10" Cont. 1 V. I = Remove Existing Slab Above I I I I I I I P. Conc. Footing Tn H I I r I I Remove I I , I ;- Q I I New I I Existing I I , I Q I I I I I Bllco 3'-6" 2'-4" I Sanitary BASEMENT , , I I Q I I Above Slab) i i i i i 1 O I 11 - - - ---- - - - - - - , o0 ------�° i i--- Q0 I I I V 6 6 2 8 5 X10„ i 2 8 3��62'-I” I p I xs i CRAWLSPACE i FEX::A% I I i L___J a, 100 A p , _ -a Electra al KP � I II I DServic I IW DRAWING TITLE: , oo :u Relocate '9 ----- O IL: :••; � I •.• I I I POUNE)ATION Dryer ----- New Stair �`+ Remove I I u: QjO Well --------� ---J - z C-4 ... . .... . ..... ... I o0 0 .... .......... _I x — — = rn , N Cn 2x•4 X Up 13R Post Remove 2) 2x10 1idr. (Flush) ------, 1 - - - - - - - - - - - I F_ � R jmoye �xl�tin�g iii I i 1 stoop I I Stpirsr Fl­amF i , i i "Above I I _T JOB: C4 r- —8;-O" Oxer I Openlh i �h l' r3" i x 8" I v oz ... ..................................... ... .. ................................ .. .................I........... �._.�.�._. s,_ y �_.i... .-........ ... --- I PROPOSED ADDITIONS: :.—.:.—.:.—.:.—.:.—.:.—.:o-.:.. ....—.:.—.:..—I.:--o—.:( .:I.—..:$-.:..-1.:.—.:.—...—.:.—.:e-.:.—.�:.—.:.—.:.-.:.—.:.—.:.. ... ------ 460 OYSTER PONDS °O X (3) 2x8 Gir erq I ► (3) 2x8 Girder � �� LLC W Exist inQCI.L ----J --J , Pip Col. Remove Existing 440/510 OYSTER POND LANE Stl. Pipe Col., ORIENT, NY 8" 28'-8" Replace w/ (2) Existin New Columns in 9 TOWN OP SOUTHOLD v Line w/ Stair BASEMENT Enclosure -- , SCTM# 1000-24-1-4.1 6'-10 I/2" Boller -_ L J �:, ;r - Eismt. Hgt. ARCHITECT: I LL- m FREDERICK R. WEBER 04 Water 41 EAST MAPLE ROAD GREENLAWN, NY 11140 Heat = \• N , `;' \., 52 NOYAC PATH I � � �' C'' t !,• WATER MILL, NY 11914 (10) Courses zo 8" Conc. BI. N TEL 631 154-5555 fuieberarchitecteyahoo.com (1) 2x6 E Gas _ UNEXCAVATED Service Stoop KEY: REV.: Above Existing Masonry Wall DATE: MAY 2, 2019 SCALE: I/4" I'-O" Existing Masonryl Removed JOB NO: w201901 New Masonry Wall 9'-I" 10'-10" 9'-1" DRAWING NO. PROPOSED ti O�Ty Bldg Dept copy from ZBA A2 FOUNDATION PLAN Final reviewedocuments ZBA File # —7l Date: 0/ 3j /,2,,l OF AL FREDERICK ROBERT WEBER 20'-0° ARCHITECT New I � PATIO I N Q I Q I New _ _ _ New Q_4I� Wlndaus _ _ _ _ _ - - - - - - rr�owsi Door r II I III I I r— r - -- - I I �-- O �- New _ III New I q III I 0 Window i1 i DINING AEA III i New ADDITION Q II I I II I I I Window ^ II I I II III I I I I O { III III III I III � W I I I i I I III I I I l j I tt' II I q- 111 I I I I I � { fix/ panded r — r I BEDR00 I 3,-61, ,-O" I 5'-O" i 3�_3x I I 2'-Ox x 5r_Ox c0 � NewL _ J I _ I r - - - - - - - - -J- - - DOOr -9" 4u, I New 32., MUDR00M New p STOOP '� DRAWING TITLE: New r I ! Ref. p CrWindow `ri i r J-—�� _ IST FLOOR • O � I DW I Sink I I { I i--- Broom Bench 70 I 28" 28" --- - - - 3�0 Exist ng - - - - i - -- `- III i I KITCHEN z CL: 0i Linen '' 18„ I r - - � - _-_- - - -_ -_ -_ - , _ L Cr - C Al S u i n x i x \ / x i n x � x I 4 6 -q 4 5 -2 4 3 -2 4 3 - g , .a- 41 I � lII�_ I^ �.".•• I JOB: 2'-2"x 3'-4" g _ 28„ HALL _ , , , i_ _ _ , I PROPOSED ADDITIONS: I o Double-Hung =, BATH I _ Ridgy _ _ _ ___-- - -__ _____J�� 460 OYSTER PONDS N � � �- I I - - - - - LANE, LLC I 4" 4'-II" 4' 3'-6�4- ZN 3'-2" 1 1 New Window i 1 (Match Front) 440/510 OYSTER POND LANE TubI I Storage ORIENT, NY TOWN OF SOUTHOLD v- 24" 30" Existing 17 � i SCTM# 1000-24-1-4.1 LIVING ROOM ` j Double-Hung _ - ARCHITECT: Existing Clg. Hgt• FREDERICK R. WEBER j DEN ~ - GREENLAMWNPNY 11140RROAD Ij n 4" 12'-3" 4" 52 NOYAC PATH 16'-q" 4" I � New Window t / WATER MILL, NY 11914 { (Match Front) TEL 431 754-5555 fweberarchitectagahoo.com :36" � I 3'-2"x 4'-8" 1 i i 1 3'-2"x 4'-e" jDouble-Hung I I i Double-Hung 101 . I I SQUARE FOOTAGE KEY: REV.: EXISTING IST FLOOR: 840 SF Existing Frame Wall DATE: MAY 2" 2019 j ------------------U PROPOSED IST FLOOR: 254 SF SCALES I/4"______ I'-O" i TOTAL IST FLOOR: 1094 SF Existing Wall Removed ------ { - JOB NO: w201901 j .T New Frame Wall j DRAWING NO. 9'-10" 10'-4" 30 _Ox FR O FO S E D EDatejo/ a4 / � Dept copy from ZBA tip reviewed documents A q QST FLOOR PLAN �r ate 1_1 t1i EXISTING y 1 I/41, _ li—On OF A4 FREDERICK ROBERT WEBER ARCHITECT 30'-0" 28'-0" I'_ ,I { WIDTH OF PROPOSED SHED DORMER Q 1'-0" { WIDTH OF REVERSE I GABLE PROJECTION O I � I � . j ROOF OF ,ADDITION E--I o Window Seat ® W --T Z 4" 6._8„ 4., 8,_-I. I,_ Q0 3 I 8% New { i i BATH 2 "' Ridge j I % DRAWING TITLE: (D �_j o ' �� _ 2ND FLOOR { _D 171) i { r- New �i New j rn i s BEDROOM 2 �� i BEDROOM 3 s i REAR ROOF- ADD SHED to Lit Z ' ' Z I ID�ROM E>4CHRMERFS p IN j I o v I iv o v l JOB: E I E I N a - C a - � -moo ' PROPOSED ADDITIONS: o - l�o -----Line of Ex- g Ridge -------- ------------ 1 -........................................................................................... 440 OYSTER PONDS { °° j X .I. 2s" ,I. A LANE, LLC LU . I I 24" 410/510 OYSTER POND LANE t ----- -------------- I - -- ORIENT, NY TOWN OF SOUTHOLD FRONT ROOF TO REMAIN, SCTM# 1000-24-1-4.1 ADD (2) GABLE DORMERS, ARCHITECT: I I I New I New Gabler � Gabler - FREDERICK R. WEBER j Dormdr --1 Dormeh c '4 41 EAST MAPLE ROAD GREENLAWN, NY 11140 I I I 52 NOYAC PATH I °° WATER MILL, NY 11914 '00 _=. TEL 631 '154-5555 I I'weberarchitect8gahoo.com { i V51 � I Existin Porch Roof SQUARE FOOTAGE KEY: REV.: rL PROPOSED 2ND FLOOR: 634 SF Existing Frame Wall DATE: MAY 2. 2019 L --------- ---------�I SCALE:Existing Wall Removed 10'-2" 2'-9" JOB NO: w201901 jNew Frame Wall IIr Bldg Dept copy from ZBA DRAWING NO. Final reviewed documents ZBA File # 3 X-7 Date: IDI • / I C1 PROPOSED 4/0 A4 2ND FLOOR FLAN ';;`1ti OF A6 L IrL 2Izv- 1 r t r t ; !2 LLL�i I it t f ..._...,..,... I ► � It's ;...- \A' t-.NkjoQ"ty-, --�rpt Of Bldg Dept copy from ZBA Final reviewed documents ZBA File # ]• j;f Date; /L)/ s /,!)p. c , I— I I I _ � - 9 MI -=-ter ---�- ' L4' � 1 _._......._...._......_1 I I 1 I I I I - I — I►`4::�►t , i i _- P rn-t FFH El1 } i ; 1 7 1 i 1 1 1 1 _ E ol _ 1_sTb2�t EJ i f� Bldg Dept copy from ZBA Final reviewed ocu ents ! ZBA File # ,L Date: 0/ / I' MIN. t 2' MAX. LOCKING CAST TRAFFIC ifo� CONCRETE IRON COVER BEARING CHIMNEY DEPTH /-TO GRADE SLAB GRADE EL +13' SITE DRAINAGE: 4"4 APPROVED FREDERICK PIPE, I/4" PER FT. 4"� APPROVED AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) ROBERT MIN. PITCH PIPE, 1/8" PER FT. CONCRETE COVER MIN. PITCH - DRI House (East>, Drivewa 1413 sF x .166' Rain = 234.6 cf (U 8' Dia. x C Deep w/ 253,5 Cr WEBER INVERT INVER N I y Traffic Bearing Top at HOUSE EL +11.3' EL +12.3' FLOW `° DEOPT 00 INVUIC ERT j 1 DR2 House (West), Garage, 1413 sf x .166' Rain = 234.6 cf (1) 8' Dia. x 6' Deep w/ 253,5 Cr BAFFLE p EL +10.8' 1INVERT NEW - Patio, Driveway Traffic Bearing Top ARCHITECT SEP IC I EL +q 8, LEACHING G, TANK ;r 1 POOLS I, 2 t 3 tr I (1000 GA .) 1 (300 S. 1 SEL +5.8' 1 House, Garage and Porch Roofs to have Gutters t Leaders 1 I Connected to Underground Drainage Structures (T9p.) 3 MIN. 3 (MIN.) TO HIGH I COLLAR EXPECTED GROUNDWATER I 8'0 Ring: 42.25 cf/Ft of Height I I PROPOSED SANITARY SYSTEM HIGHEST EXPECTED CONCRETE +13.2' COVER TEST HOLE DATA NEW SANITARY SYSTEM FOR 3 BEDROOM HOUSE GROUNDWATER EL +2.0' TRAFFICPRECAST McDONALD GEOSCIENCE, 4/1/2019 O BEARING EL +12.9' r'1 EL +13.2' NEW 1000 GAL. SEPTIC TANK SLAB CONCRETE 1--�I NEW 300 S.F. SIDEWALL AREA OF LEACHING POOLS I, 2 t 3 CHIMNEY it Dark Browm Loam OL (3 POOLS, 8' 4) x 4' DEEP) ° MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. Brown Silty Sand SM N DRAINAGE PIPE Brown Silty Sand w/ W �/ I Heavy Gravel SM TYPICAL - j -1' Brown Fine to Coarse i 1 DRAINAGE OWI Sand SP i R1NGQ 9 Brown Silty Sand w/ y 1 II.I Heavy Gravel SM Water in.Brown Silty Sand W LOT AREA: 18,3 45 S.F. i i 12 w/ Heavy Gravel SM ; . N� o' I 2' CLEAN SAND t �> Water in Brown Fine to 0 Exp Coarse Sand SW GRAVEL FILL L--------------------- ' O 0.`4i s° 3� New 1 411EXIS HG / TYPICAL SECTION a DRAINAGE RING 18' LP3 GARAGE TINS` ,96S• 11 Stockpile n`�' // LP2 \ a REAL GE ED\ +14.9' DO NOT PROCEED WITH APPRO ED AS NOTED Topsoil ��� � DRAWING TITLE: / (o ) .� I".G UNTIL SURVEY /� / I ASO; \\ s +►3. '�� , EL +14.9 F API DATE: UB.P:# OF FOUNDATION LOCATION SITE PLAN C.I. Inlet HAS BEEN APPROVED ' - Grate j FEE: d BY: ELh29 ;� \ ;REL ATE�'New ----® , O LPI N, ES EXIRING.� DR?'7-A,------ C ncr , EL +15.4 NOTIFY BUILDING DEP T AT Y' �� _� , PROPERTY OWNER: LE ��GAR GE -.x,, , i _z , W shout 3 0 765-1802 8AM TO 4PM FOR THE r` 1 Q 6$ �,, S 0 4LO OYSTER PONDS LANE LLC T 'S \ EL -2.9 O- r r,�� / GRAVEL -y-� �,Po Existing 0' FOLLOWING INSPECTIONS: R , i .8 OR -_ - X36 i NT 6ty Q ��' SITUATE: ORIENTATION on d 'S'° Q 6' O Poe TOWN OF SOUTHOLD 1 FOR POURED CONCRETE U�'`D r�: "� "` ' 2. ROUGH ='le*iiAMiNG & PLUMBING n h r: �.':. �. �� � fi C.I. Inlet�, SUFFOLK COUNTY, NEW YORK Grate ��, 3. INSULA70N \ lace -�,� -® ��e, %•- ' i :;.;:::0. New , JOB- `. DOy Ex�s mg ¢2 ell O,/st'ng`.; (� T--�` h v�. � 4. FINAL - CONS i F'v , ;JN MUST Tank is �0�� ?e Tdnk- /�'R�` �5' BE COMPLETE FOR C.O. ..;. r M ALL CONSTRUCTION SHALL MEET THE PROPOSED ADDITIONS: Q �vJ �� 39 Cr SCTM 1000-24-0I-4.I (460 t 510 OYSTER PO1 %U16�3S OF THE CODES OF NEW x¢60 OYSTER PONDS FILTER CLOTH AGAINST cj Clean- ::Q: Q���� �.,, 9,' ".J (FORMERLY SCTM 1000-2-4-01-03 t 0.4) YORK STATE. NOT RESPONSIBLE FOR �, LANE, LLC WOVEN WIRE FENCE W/ ' Out- '` -� 1 _._._._._.� LOT AREA: 18,3.45 S.F. DESIGN OR CONSTRUCTION ERRORS. 2"x2"x36" STAKES, 8'-O"oc � wvQ 0, Q, DRIVEN 16" MIN. INTO ry "Staging" �� 510 OYSTER POND LANE GRADE, EMBED FILTER Silt Fence `�?' 3�,�,�� i`' Area 0 ZONING: R-40 ORIENT. NY CLOTH 6" INTO GROUND (NON-CONFORMING LOT LESS THAN 20,000 O.OMPLY WITH ALL CODES OF New Water NEW YORK STATE & TOWN CODES TOWN OF SOUTHOLD C.I. GRATE \� Line, 4'-6" �� .�- YARDS: (PRINCIPAL) AS REQUI �D AND CONDITIONS OF SCTM# 1000-24-1-4.1 PRECAST Below Grade FRONT: 35' CONCRETE /8y SIDE : 35' 10' FLOW TBRAFFIC .8/� We11� SIDE (BOTH): 25' SOUTHOLD ARCHITECT: BEARING SLAB Q ry� REAR: 35 v' I SLOPE z EL +13.3' HEIGHT (MAX.): 36'. (2) STORIES }{ �EES FREDERICK R. WEBER 6"O DRAINAGE LOT COVERAGE (MAX.): 20% 41 EST MAPLE RO OO CROSS SECTION PIPE (TO DRYWELL) EL +13.8', EXISTING HOUSE t PORCH: 924 SFWN. • ,ut SILT FENCE DETAIL TYPICAL C.I. DRIVEWAY INLET (•� PROPOSED ADDITIONS: 254 SF 52 NOYAC PATH v j ' RELOCATED GARAGE: 322 SF OCCUPANCY OR WATER MILL. NY II97L TOTAL: 1500 SF (8.2q) YARDS (ACCESSORY- 10,000 to 19,999 SF): USE IS UNLAWFU' TEL 1,31 154-5555 STORM WATER POLLUTION PREVENTION fweberarchitect�yahoo.com FRONT: NOT PERMITTED SIDE/REAR (18' HGT.): 5' WITHOUT CERTIFICAT CONSTRUCTION PHASING: SIDE/REAR (20' HGT.): 15' I- INSTALL SILT FENCE. SIDE/REAR (22' HGT.): 20' OF OCCUPANCY 2- EXCAVATE t CONSTRUCT NEW FOUNDATION FOR ADDITION 1000 SF MAX. AREA ON LOTS TO 20,000 SF 3- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM. 'RETAIN STORK WATER RUNOFF 4- FRAME/ ROOF/SIDE NEW ADDITIONS t RENOVATIONS TO RESIDENCE. SURVEY INFORMATION: PURSUANT TO CHAPTER 236 REV.: JUNE 10. 2020 5- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. JOHN FREERS LAND SURVEYOR 6 EAST MAIN STREET, RIVERHEAD, NY OF THE TOWN CODE. DATE: AUG L. 2019 6- INSPECT SILT FENCE WEEKLY SURVEYED: NOVEMBER 4, 2018 SITE AREA: 18,345 SF, LAND DISTURBANCE: 2000 SF dry UPDATED: JANUARY 29, 2020 SCALE: 1" = 20' FILL REMOVED FOR SANITARY SYSTEM, DRAINAGE STRUCTURES t NEW FOUNDATION: 0 CY. ��. SITE NORTH Blower door JOB NO: �u201901 EXISTING CONDITIONS: SITE IS FLAT AND ALREADY CLEARED -nd ducts* Ori GRADING WILL REMAIN "AS IS". testing required. CONSTRUCTION ENTRANCE WILL BE EXISTING DRIVEWAY. I„ _ 20'-0 „ Q DRAWING NO. STAGING AREA WILL BE ON EXISTING FRONT LAWN. REMOVE TOPSOIL OVER PROPOSED ADDITIONS, SANITARY SYSTEM t DRAINAGE RINGS, STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEM. PLUI!!SER CERTIFICATION S,. ELECTRICAL ON LUID CONTENT BEFORE 7PLUMBI G, ). INSPECTION REQUIRED CERT11TICATE OF OCCUPANC ACL PLUMBING IVASTE., A I WATER LINES NEED:' SOLDER USED IN WATER TM�OV EFnRE 6i. ST SUPPL Y SYSTE14 CANNOT OF Al ��� EXCEED 2110 OF 1% LEAD. 30'-0" EXISTING 20'-0" 13'-0" 4'-8' 2'-4" r-2"It It L, FREDERICK 1 ________i iv ROBERT I __ r-------------------------1--------- — WEBER I I I I I I I I - ARCHITECT I 1 � I A I I I 1 Al 1 _ I p I PATIO ABOVE T� 1 I 1 V1 N_ Gravel Base w/ Q 1 Bluestone in Screenings j j o0 I I 'v- I I I 1 New 8" Thick I I o Remove Ewsting P. Conc. Found. Wall 1 I n P. Conc. Patio Above - - on 18"x 10" Cont. 1 P. Conc. Footing p - - - - - - - - - - - - - - - - - - - -- ---------I--------1--------------------- , -- ---------------I, I-y-I 1 1 .... ............................................................................ .................... O O v . ............... . . ... ------ ------------+----------------- FI r---------� I ---- ----, N ------ [� z j j Remove Existing Slab Above � I I New I , Remove Ewsting I I N w " II " Dar { 1 00 i II'rt6" 1'-4" BASEMENT i 1 I Door 5, �" _� Q Dowel New 1 I I I I I I W Sanitary P. onc. Pier w/ New 4" P. Conc. Slab w/ Pound. into (�{�-q" I Ft Dowel into 61x6" 10/10 WWF Reinf. i I I --- Existing I g (� Existing g :: I Above Slab) I Ex. Found. Wall -= I I '11'GFII I O�enmg_- 1 I n: :::�._.__.__._._on _.�: -------- ---- - 0 ' Block Under 12"xl2"xl/2" ---1 I ——————— r--- r—I—— I Bearing Pt. 6,-6„ GFI 2' 8" gearing R j 5'-10" 1 2'-8" GFi 3 3� -6 2'-I" Block Under I ... I 1 I I I Bearing Pt. I I I 1 Above 1 D I xis I Above I '•'•' I�NEX fel ... I I L-- v 100Ap I 1 1 1 • ____ Electra al [CRAWLS I I I I 1 W a`~ Subpan I " 1 I pi 1 I I OD DRAWING TITLE: ---- o$ _ 2 P. Conc. I , I I I o To--- d=° p Slab I I I I 1 -- = I I I 1 I is I-- p 2x2 , ...:. 1 , 1 FOUNE)ATI0N Relocate - cv I I Dryer = -- -- New Stair Remove Access 30 Well. --------J - - —I--� New 32"xH" p --- z 1 r, Basement oo _ - -- -- CO =� �, ---------. r� u — -- ,--„---------- Window In N N N Existing �' 2x4 ” Thick Opening N Post w -J ____ Pe CBonc. Found. Wall `' - 7 f Up 13 Rem ve 2) 2x10 .dr. (Flush) � I- T -t— i- T i F'� - F 7 i - Remo 11 - on 18"x 10" Cont. i l i '- Remove I " P. Conc. Footing V— R�moYe �xi�tirng �i i I i I t� �, Stoop 1 I 14 0 °D -A IStpirsr Framg , I -Above I I JOB: 8" J1'-0" r -B;-O" Oyer i Openingi h il'73"i X = 8" I I ;r c� — 11 ---------------- -----------' _. ____, , POSED ADDITIONS: I........ I: ..1.. .. I.. :.. ..: 1 1 440 OYSTER PONDS to Remove LANE, LLC . N (3) 2x8 Cllr r �E� in L_ I (3) 2x8 Girder Well Tank --------------------- j LU I Pip yCol. JO -J Remove ExistingI I 1 510 OYSTER POND LANE Fan/Coil I 1 Stl. Pape Col., 41 8" I'-5" 1 / 1 I ORIENT, NY g 28'-8" Replace w/ (2) 1 Existing New Columns in -- I 1 I I Line w/ Stair I I i 1 SCTM# 1000-24-1-4.1 UTD New 32"Al" BASEMENT Enclosure New I ao 1 I 1 � Natural as_ � I I I ••' 1 I ••' I 1 ARCHITECT: Basement i - 6'-10 1/2" Window m I � Bsmt. Hgt. �- - Electric I .�•• 1 1 ••. I Existing �'+ I u- New On-Demand to Garage I 1 1 I Opening p Natural Gas-Fared Remove 1 1 New Foundation for 1 1 ,- Chimney I 1 I FREDERICK R. WEBER cv Water Heaie>, I I Existing Relocated 1 1 41 EAST MAPLE ROAD Q, Regove I I Garage Structure I , GREENLAWN. NY 11140 Exlsl ing , I I 1 N w New 200 Amp Heater N 1 1 = GARAGE j 1 52 NOYAC PATH Electrical New 32"x14" �� 0 1 1 I WATER MILL, NY 11914 Basement ' I New 4 P. Conc. Slab w/ (10) Courses Service 5'-0" a0 Window in 1 I b CN 6"x6" 10 0 WWF Reinf. I 1 8 Conc. BI. w iv Existing 1 i I 1 TEL 431 154-5555 (1) 2x6 E ell T nk Opening fweberarchitectoyahoo.com GFI GFI ri I 1 I 00I I I 1 NOTES: 1 New Underground Gas I 1 I UNEXC,VATED ���Electrical Service Service 1 I I I JUNE 10, 2020 I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER ;° I I i REV.. JAN 20, 2020 stooPARALLEL PARTITIONS AND AROUND ALL OPENINGS. ►n Above �� n I 1 I I DATEAUG 2019 \ I I 1 I . G 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. , " I „ " " I 1 8 , 4 0 80-011 8 8. I SCALE: I/4" = I'-O" 3- FOOTINGS TO BE A MINIMUM OF 3'-O" BELOW GRADE. I 1 JOB NO: w201901 4- ALL STEEL GIRDERS BEARING ON P.CONC. - FOUNDATION WALL TO HAVE 4"x6"xl/2" B.PL. A \ I .._.. .... I IF (UNLESS OTHERWISE NOTED) A� \� ` ------1-- ---------------- - DRAWING NO. 5- ALL COLUMNS TO HAVE 6"x10"xl/2" B.PL. q'-1" 10'-10" (UNLESS OTHERWISE NOTED) L---------------------� 6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. KEY: PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. Existing Masonry Wall \� �o'PT,i,, G A R A G E PLAN ,- STEEL SHALL BE ASTM A-36 (EXCEPTFOUNDATION F) LAN PIPE COL WHICH SHALL CONFORM TO Existing Masonryl Removed # = ASTM A53 ROUND PIPE). STEEL WORK SHALL ------ /'{ _ � —OOF A8 CONFORM TO THE LATEST AISC SPEC. ........ ... New Masonry Wall 30'-O" 13'-0" 4'-s" 2'-4" 11-2" WINDOW SCHEDULE FREDERICK N ROBERT Unit Model # R.O. Ar g EgressWEBER ® ADH3250 3'-2"x 5'-0" 5.16 Yes 10'-0" ARCHITECT %n © ADH3050 3'-O'x 5'-0" - No New © ADH2640 T-Ox 4'-0" - No = PATIO OD ADH2434 2'-4"x V-4" - No Blues one increenin s iw/ G avel Base No i 3'-2" V-2" 3" 3'-2" 4'- V-0" 3" '-O" 3" 3'- II" 2'-8 '-2" 5'-8" 3'-6" 1'-2" I'- Model Numbers Refer to "Andersen", "A" Series w/ o { AD N Low-E4 Glass, Simulated Divided Light, White "Fibrex" Exterior ^ B Stor oor N Green/ O �L.I I� - - � — - - - - - - - - I DOOR SCHEDULE p� { O NewI I 1 q N 3 ' `n O Hose I w � W it it I Ili I r l Unit Model Width t Height { III { 1= U 1 1 1 I I - ----- New �i' 4 1 `ia' "Simpson",, Model 31662 DINING � EA 3'-0"x 6'-8" (Door) p, . { < ii Linoleum 1 1, III I I r-- 'T�iIco", . i "Simpson", 2 See Elevation 2'-8"x 6'-8" (Door) 0 r. '1 PoorM ' O (1/2 Glass-Top, 2 Panel-Bot.) III 11 III I III i ———— ✓ —— "Simpson". Model 31108 Plush B6In ____ _____ __ ____� Drop Beahil_ I I I I I 3 p T-8"x 6'-8" (Door) - - - - ��" !___ �}_ O (Full Glass) o io -- ------- -€====------ - ==== 1------- —� -- i i D4x6 S lid Expanded 6x6 Solid " I " I -1r- -„l 1 ” 4x6 Solid Frame g Framing 3'-4" -0 I 5 -0 I 3 -3 1 2'-0" Framing jhFto ..._1- BEDROO 1 - - ecreen co �I - - - - - - New DDoor "Simpson" Doors to have "Water Barrier" t 4 1.4 = Strip Oa 12'_3" 6" O„ I 116'-�" 4" �'+ "Ultra Block" Technology MUDRooM =_ _ _ -----_ * Verify OperationDRAWING TITLE: i Remove r� _ = I I I I OP �'4- Existing Walls ( Pine o- I ,.<Doors, Patch ai iRef. Bluest ne IST FLOOR floor t Ceiliq � iDW I Smk Broom Bent St ps �r ; t; I 70 _ Patch endow 28" 28" � 3�0 Exist n4— — — - { r Opening 1 I. I ' . z = 1 11 New CL. _ � I L._ _ \\ KITGrHEN Remove � ��' xi g i "� `� Pedes at Remove Linen 1 - `` Linol um ti 18 I - - - Doo Walls iSmk Radiator i� % - - - - - - -__ New omfort a- Height Toilet ,' '� C Al S 1+'11 �r1 c u I i I Remove Existing 14'-0" 4" 6'-9" 4" 5'-2" 4" V-2" 4" . 3'- - 41' I l'-' � 1 ill [4'.. I Covered Entry JOB: = z D 2- Existing 28„ HALL Oak --- - = I I I I 4 •� — I PROPOSED ADDITIONS: n � .- Ridge .-•-.-• _-'-=1` - -__ -__-=J j 460 OYSTER PONDS { N X (Ex 2 " /-4" `° Cer.Tile v- 4x4 Solid Oak Newel 4x4 Solid ao LANE, LLC ua Double- ung I I Framing t R d Framing RLemove Existing a, o ter, I Existin 2x4 " Basement Stair. > g { = 4 4'-11" 4 4 3t-20 I i Floor Over 0 O 2 ii j Stud Wall 510 OYSTER POND LANE { Tub �:, Storage �� �w M ORIENT. NY { F1 o p I New 2x6 ressure =v 24" i I Treated" Sill TOWN OF SOUTHOLD 30" - Existing o I w/ 5/8"x 16" A.B., SCTM# 1000-24-1-4.1 { Existing F -Hose Bib cam, I p LIVING ROOM J 1 P2/oc rmtoSChopper eldrt`Q , " Strip OakRem a Existing Seal, Strap ARCHITECT: { (Ex 2 6 x 4-8 ' 8'-0" Clg. Hgt. Chia ey I Wall to P_ i Double Hung) Existing ``� Q0 Ex. afters I Ex. Rafters FREDERICK R. WEBER DEN �' i 41 EAST 11140LE RROAD iStrip Oak I Strap Existing GA GE Rafters to 52 NOYAC PATH i 4" 12'-3" 4" 16'-9" 4" �-- _ Q Stud Wall E t o WATER MILL. NY 11914 X -' { � New D in z ' Existing, arage cv O �:, c, iii 3 N (Verify IDI�gn.) cv TEL 431 '154-5555 Remove Exist enin Radiator w 8 z I \ fweberarchitect*gahoo.com { Remove Radiator = P. Corlc. Sla Pitch Slab to Nil, r Over*d Door --- ----- { O I I N cree " " :o I I Stor Doo I I ,- " I o I I { Doul 3'-2"x 4'-B* I j 3'-II" 3'� 3'-II" i t Doul 3'-2"x 4'-B' SQUARE FOOTAGE I oc I I • Double-Hung) Double-Hung) ► I I JUNE 10. 2020 { 3'-5" 3'-2" 3' 0" I I Existing10'-110" I I 3'-0" 3'-2" 3'-5" ew 32" I �'I I REV.: JAN 20, 2020 EXISTING IST FLOOR: 840 SF 1/2 Lite I n I I { I oor (Ve if I I I PORCH Remove Ex. Brick, I I PROPOSED IST FLOOR: 254 SF ; ng) y I w I I DATE: AUG 4, 2019 { ________ New Bluestone Existin Porch Posts i Tio5_t_Se�s= t Hea ers to Remain, TOTAL IST FLOOR: 1094 SF C,, '-4°' I I 8'-O" '10' 4" s { _ ------- - Re-Tr n w/ Rem 6 X6 SCALE: 1/4" I'-O" i I KEY: I Existinq Overhead Door JOB NO: w201901 { A Existing Frame Wa11— DRAWING NO. P. Conc. Apron 10'-4" 9'-ID" _____= Existing Wall Removed 4'-8" 8'-O" 111-4" i r 30'-0" New Frame Wall EXISTING Np�� IST FLOOR PLAN ti GARAGE PLAN- d T OF A8 /da _ li_On WINDOW SCHEDULE FREDERICK ROBERT Unit Model # R.O. Ar g Egress WEBER ® 30'-0" ADH3250 3'-2"x P-0" 5.16 Yes ARCHITECT © ADH3050 V-0"x P-0" - No A Al © ADH2640 T-Ox 4'-0" - No i'- 28'-0" I'-0"L 5'-8" OD ADH2434 2'-4"x V-4" - No WIDTH OF PROPOSED SHED DORMER 101-6" l'-O" 101-6" Q - [No WIDTH OF REVERSE Model Numbers Refer to "Andersen", "A" Series w/ GABLE PROJECTION Low-E4 Glass, Simulated Divided Light, White "Fibrex" Exterior ^O DOOM SCHEDULE (� 10 I/2" 21_/11 N 21-/11 10 I/2" r-� 6 11 ROOF OF ADDITION Unit Model Width t Height v T� O "Simpson", Model 3 662 ) I'-Q' 2'-10" 2'-6" " 2'-6" -5" 4'-I" 2'-6" 3'-il" I'- (4-Panel GlassiTop, 2-Panel Bot.) 3'-0"x 6'-8" (Door) 0 I 2 "Simpson", See Elevation T-8"x 6'-8" (Door) Window Seat (1/2 Glass-Top, 2 Panel-Bot.) I—i--) < I O (Simpson", Model 3 108 0 (Full Glass) 2'-8"x 6'-8" (Door) z 4 =IV N /_ NII -I 16 8 ; 4" r 8" Nt New 3 I r O "Simpson" Doors to have "Water Barrier" t Oak : r : BATH 2 Rail 4own : r : 1n "Ultra Block" Technology Ride * Verif Operation i g 9DRAWING TITLE: T� is -------------- --- 2ND FLOOR 30N CV ` New �i New 1 s BEDROOM 2 to 1 N 4" �� + : , 4" i REAR ROOF- ADD SHED DORMER ROOF SET IN I' FROM EACH SIDE JOB: ktE N I 1 r W PROPOSEDADDITIONS: Line of Existin Ridge -�� I NN ,� O ---------- ------ ----- -N------ ----------------L _... ....' ......................................................................... 4L0 OYSTER PONDS 28 LANE, LLC , � II 2411 CL. , � 510 OYSTER PONS LANE -- ----- ORIENT. NY -------- - I411 3114N -5" 4" 3'-2" 4" 6'-�11 I 31 14N 31_011 6"'YyOWN OF SOUTHOLD SCTM# 1000-24-1-4.1 I � ❑ I I FRONT ROOF TO REMAIN, - - - _ - i --- ADD (2) GABLE DORMERS ARCHITECT: I I New I New I Gablel � Gablel FREDERICK R. WEBER Dormdr -� Dormeh 41 EAST MAPLE ROAD I I GREENLAWN. NY 11140 I - I - 52 NOYAC PATH °o WATER MILL. NY 11914 Oto O TEL 1.31 154-5555 3 -2 L9$ [ 2 -6 9 _� 19.1 T-6" 9" 3'-2" fweberarchitectagahoo.com -------- I 11 � I Existin I � Porch Lor I JUNE 10. 2020 SQUARE FOOTAGE KEY: REV.: JAN 20, 2020 10' -2" iL 2'-9" PROPOSED 2ND FLOOR: 634 SFExisting Frame Wall DATE: AUG 4. 2019 =_____ Existing Wall Removed SCALE: 1/4" - 1'-0" New Frame Wall JOB NO: w2019OI A� A� DRAWING NO. 31_20 N°�PA F 2ND FLOOR FLAN ry 12 2 New Pressure Treated Taper Sawn Cedar _________ Shingles (5/8" Butt) __ __ __ ,' New L. C FREDERICK c -� Stai din Sem Roor ROBERT Dormer Roof 12 WEBER - 9 , ARCHITECT N 12 E cess I I COT LO I I roe is I I ^ ver an � I I H ————————— ———— ——— —————— — + TfT- ------ ------ -fi p O i I ...................... . .............. . Ked ear evesBrackets = i eWall "'mer n WindouiB I `D�7I� Existing Covered — Shm les ver w _ I Ix ure V Exposure 5/4 x ze c EntryO LLL Casin E 2`° Thick creen Historic 9111 (T40.1, 'I torm i I Doo �4r ' Tn tr Bluestone Pavers - - -- -- New Patio o W___________________ ___________ ___________ __ _T --- ` L __ _T I a- Concrete Foundation III _"-mil o'; Db I Z L20'-0" I:I I 8'-0,° I T-0" II I I (New Mudroom) I I I(Proposed Ad tign) I I I:I I I I I I I I I I DRAWING TITLE: I I I�I I I I I I I I I I ___________________ _ _________ I I--- ----- __ I I I ______ I I , ' ELEVATIONS FL-1r------------------------r- ------- - --- -- - T - J I I ,—_J L___L_j___----_J NORTH EAST NORTH ELEVATION I JOB:" ... PROPOSED ADDITIONS: --------------------------------------- ---------- - --------- 440 OYSTER PONDS LANE, LLC 510 OYSTER POND LANE ORIENT, NY Ix8 Rake Bd. w/ I I I TOWN OF SOUTHOLD "Rams" Crown ("Azek") I I I I SCTM 1000-24-I-4.1 I I I I I I I I I IO I I i12 I O I ARCHITECT: EnLrg MOOTI I FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 _ __ __ ______ _ -______ ______ _ -- ------ - -- - 52 NOYAC PATH Ix8 Fascia - -- - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WATER MILL, NY 1194 Bd. ("Azek") ----------- ---------- Half Round L.C. TEL 431 154-5555 Copper Gutter w/ fweberarchitectagahoo.com Round Leaders Ked ear Side Wal Shin le4" Exposures Ocreen O JUNE 10. 2020 Storm �\ ( I REV.: JAN 20, 2020 DATE: AUG 4, 2019 SCALE: 1/4" - V-0" Concrete Foundation I I JOB NO: w201901 I I I I I I I I I i i i i DRAWING NO. I I I I I I I I I I I I I I I I I I I I LA5 � I I I I I I I I r---------------------------------------------------- ---ri- �--� L_—, EAST ELEVATION, OF AS 12 2 0 New Pressure Treated Taper Sawn Cedar New L. . op erShingles l5/8"—Butt)_ FREDERICK tan inc _ S am Ro f G ------- � ' � ROBERT —— ———— �` Dormer Roof WEBER --——— 12 -------- t I—————— -- —— - ————— Existing ARCHITECT OC12 V 1 C, r ---- -SIT . ................................ New eriesa ear I I ' neer e Windows Side a, p it ver w hln es r, xze; O Casin ' T Ic O O Existing zo His oric Sill (TUp.) Covered Entrg11-4 Tn Bluestone I�1 New Patio ——————————————— Pavers T——————————— —- -———————---- — W --------------- ------------------ T- Concrete Foundation O LI I I I I I I I I I OProposed Addition) I II I;I I I DRAWING TITLE: I I I I I:I I I I I I I i i I I A' Ii ------------I- ------------- TIONS - ----------- --- -1-r-----------------------r -----------------------iJ- A L—_J L-_______--J—_J I i L_--j SOUTH WEST SOUTH--{ ELEVATION P New L.C. Copper JOB: Standing Seam Roof PROPOSED ADDITIONS: New Shed f460 OYSTERPONDS - - - - - - - - -- T LANE" ��/� II II I I Dormer 510 OYSTER POND LANE Ll--- ------------ -- -- r-----------r - -- -- -- -- -- -- -- -- -1 ORIENT. NY I I Ix8 Rake Bd. w/ TOWN OF SOUTHOLD I I "Rams" Crown ("Azek") SCTM# 1000-24-1-4.1 New Pressure Treated Taper Sawn Cedar I I Shingles (5/8" But O I O I LIE— O ARCHITECT: 11LO 11 I I FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 11140 — --—————— ------ ----- ----- ————— ————————-- ---- ---— — — 52 NOYAC PATH — — — — — — Ix8 fascia WATER MILL. NY 1191,L rl---------- -----------=------------ „ E— Azek„) Half Round L.C. TEL L31 154-5555 Copper Clutter w/ fweberarchitecLOU ahoo.com Round Leaders ed Cedar "hink 2kn„ le Wall Shin les � „ Green Og Og E ll. Storm 3 �_ �� JUNE 10. 2020 'DoorREY.: JAN 20. 2020 DATE: AUG 4. 2019 SCALE: 1/4' - 1'-0” Concrete Foundation I JOB NO: w201901 I I I I I I I l i i i i i DRAWING NO. A6 I I I I I I I I I I i t I !---------------------------------- -------- -- -- ----------- LL--------- F --------r — ———————————————————————————————————————— —— —— ———————————-- � �--- �--J L_--j WEST ELEVATION OF AS 1/4” = 1'-0" F I N I S H S C H E D U L E FREDERICK SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS ROBERT U WEBER 43 W W m . m } X _ ARCHITECT o Z o u o Fn Q �- o oro o o WC4ua 3 z CL W J w U Z °c—� \ Z (L o y (L oc NZ z O - _ _ O }- w � O }' 1= U O 411 1/4" LIVING ROOM 0 0 0 0 0 8'-0" p[ KITCHEN ® 0 ® e 8'-O" �+I ' `� ®W 3/4 WINDOW/DOOR C) DINING AREA ® ® 8 ® ® ® 0 8'-0" BeadBd. Wainscoting to 5' Hf;. HEA CASING — T Y P- O Half Full Size Q-4 J MUDROOM ® ® ® ® 8'-0" SILL Half Full Size LL HALL/COATS/LINEN ® 0 ® e 10 8'-0" t j DEN 0 ® ® ID 0 8'-0" BATH I 0 8 0 a ® a 8'-0" W BEDROOM I ® ® ® ® ® 8'-0" STAIR ® ® VARIES -- BASEMENT STAIR0 01 0 VARIES Note: ° DC UPPER HALL (Window Seat) ® 0 0 0 ® 0 0 VARIES BeadBd. Wainscoting to 3' Hft. Where Window Sills r() QOccur Directly QBEDROOM 2 ® ® 0 0 ® VARIES Above Countertops, Eliminate Apron and O U- BEDROOM 3 ® ® 8 0 VARIES Extend Backsplash to I/$ WIDTH AS REQUIRED I/4' 1"- BATH 2 ® ® 8 ® Q 0 VARIES Underside of Sill CZ Q EXISTING BASEMENT ® ® WINDOW , 3/.4y CASING w SILL �� MULTIPLE UNITS DRAWING TITLE: U Half Full Size Half Full Size SECTIONS d .. 5/4 CAP r MOULDING - _ 12 Roof (Typical): 2 Low Pitch Roof JOB. New L.C. Copper Tapersawn (Pressure 2x10 R.R., 16"oc Ix8 PVC Fascia Bd. Treated) Red Cedar PROPOSED ADDITIONS: Ix6 PVC TtG Soffit Roof Shingles, 5/8 Butt 460 OYSTER PONDS ...... Vertical t Horiz. KCOVE ................................ LANE LLC Dormer Roof 12 Roof Lathe 2 1/2 " COPE -- F _ ' _____^ _ _� ______ GA Deck Armor Exlstin :»;>: .), Hgt �. ° Exists g ------- - 5/8" PI wd. NU LANE 510 OYSTER PO 1/2" BEADBOARD 9 2x6 ., 16"oc Roof Sheathing ORIENT, NY PANELS HALF SIZE m 81 ° 51-On51-On 2x8 R.R., 16"oc v, TOWN OF SOUTHOLD cr New 6" Closed SCTM# 1000-24-1-4.1 I _ BEDROOM :3 ° i BATH 2 = Spray Foam Insul. (R38) Ice t Water Shie ARCHITECT: "Sister" Newl �� r [L2' Perimeter �b�,�r6S s "Sister" 8t New si R.R.e 2x10 F.J., I "oc ~ �.�°�\ Hurricane Straps on FREDERICK R. WEBER Alongside Existing . All Roof Rafters 41 EAST MAPLE ROAD Ex. 2x6 R.R., I " c 2x6 �.J., 16"oc .....::::::::.... EENLAWN. NY 11140oun ------------- --------------- - ":;:;::.:::::..,;:; L.C. Copper Gutter 52 NOYAC PATH 6" WATER MILL. NY 119,6 Roxul Insul. ,J Walls (TypicaD: "Gut" Inti ior, All Floors for 31/2" Roxul Insul. New (3) 14" LVL ' New 3 1/7' Closed Sound Proofing All Interior Walls w/ (2) 1/2"xl3" Red Cedar Shingles TEL 631 X54-5555 Cell Spray Foam m All for Sound Proofing Stl. Flitch ; ; 30# Felt fweberarchitectsgahoo.com Existing = terror Walls Existing Existing New 5/8" Plywood Sheathing FACE OF GWB —� LIVING RGOM KITCHEN ; ; DINING 2x6 Studs, I6" oc New 2" Closed Cell Spray Foam Insul. (R13) 00 New 3 1/2" Unfaced 13'-8" F.G. Batts 03). JUNE 10, 2020 Existing L 5/8" Gypsum Bd. REV.: JAN 20, 2020 ; 2x10 F.J., 10oc 3 4 DATE: AUG 6" 2019 2x6 Sill E. 5/ {x6 (3) 2x8 8" F.G. Batts Existing New 2" Closed Cell T(Pressure Treated), SCALE: 1/4" 1'-0" BASE I Girder (R30C) und. Wall Spray Foam Insul. (RI3) Shield w/ r lltSeal t JOB NO: w201901 ExistinNew 5/8" x 16" Anchor Ln I o BASEMENT BASEMENT Bolts, 32" oc, w/ i Square 2"x2" Washer DRAWING NO. t__ 3 1/2"0 8" `° 13'-4" Pipe Col. 13'-4" 8" 6'-4" 8" 8" P. Conc. Found. Wall SHOE SHOE w/ (2) u5 Bars, Top t Bot. MOULD MOULD Existing New 4" P. Conc. P. Conc. Slab Slab7 18"x10" Cont. P. Conc. A7 I I Footing w/ 2" Keyway VERTICAL BASE (Typical) SECTION AA BEAD80AfitD � of As Hnif Full Size Half Full Size 114" = I'-O" SiMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE 19 EACH RAFTER Joint Description Nail Sizes Nail Spacing ROOF FRAMING FREDERICK Rafter to Top Plate (Toe-nailed) 3 - 8d per rafter ROBERT ICE SHIELD UNDERLAYMENT Ceiling Joist to Top Plate (Toe-nailed) 3 - 8d per joist WEBER - 24' FROM EDGE Ceiling Joist to Parallel Rafter(Face-nailed) 3 - 16d each lap Ceiling Joist.Laps over Partitions (Face-nailed) 4- 16d each lap Collar Tie to Rafter(Face-nailed) 2 - 8d per tie ALTERNATE POSITION OF Blocking tc Rafter(Toe-nailed) 2 - 8d each end ARCHITECT HURRICANE CLIP USE Rim Board to Rafter(End-nailed) 2 - 16d each end 51MP50N H3 WALL FRAMING ' Top Plate to Top Plate(Face-nailed) 2 - 16d 1 per foot Top Plates at Intersections (Face-nailed) 4 - 16d joints-each side Stud to Stud (Face-nailed) 2 - 16d 24" o.c. H SIMPSON H2 HURRICANE Header to Header(Face-nailed) 16d 16" o.c. along edges CLIP NAILED. FROM PROVIDE 8d COMMON Top or Bottom Plate to Stud (End-nailed) RAFTER TO STUD. - 2 - 16d er 2x4 stud p NAILS 9 O.C. AT 2 - 16d per 2x6 stud TYPICAL ALL RAFTERS EXTERIORR EDGE OF ALL 5 - 8d NAILS EACH END SHEATHING. 2 - 16d per 2x8 stud SHEATHING TO LAP TOP Bottom Plate to Floor Joist,Ban djoist,Endjoist or Blocking (Face-nailed) 2 - 16d 1 '2 per foot WALL PLATES APA RATED PLYWOOD TO FLOOR FRAMING EXTEND TO TOP OF TOP W PLATE. Joist to Sill, Top Plate or Girder(Toe-nailed) 4 - 8d per joist MST31 METAL STRAP Bridging to Joist (Toe-nailed) 2 - 8d each end 9 JACK POST Blocking to Joist (Toe-nailed) 2 - 8d each end MST21 9 STUDS Blocking to Sill or Top Plate ( Toe-nailed) 3 - 16d each block w/ 4 - 8d NAILS 948" O.C. Ledger Strip to Beam (Face-nailed) 3 - 16d each joist O EACH END - TYP. Joist on Ledger to Beam (Toe-nailed) 3 - 8d per joist Band Joist :o Joist (End-nailed) 3 - 16d per joist Band Joist :o Sill or Top Plate (Toe-nailed) 2 - 16d per foot c) �1 ROOF SHEATHING CO C �V DOUBLE TOP PLYWOOD SHEATHING Structural Panels v PLATE 8d 4" o.c. perimeter zone TO OVER LAP BOX other 6" o.c. edges of 2 x 6 1916" O.C. BEAM - TOP + BOTTOM. panel , 12" o.c. interior DRAWING TITLE: STUDS of panel Diagonal Board Sheathing 1" x 6" or 1" x 8" 2 - 8d per support CODE DETAILS 1" x 10" or wider 3 - 8d per support CEILING SHEATHING Gypsum Wc:!board 5d 7" edge /10" field 10 r WALL SHEATHING SIMPSON MTSA 18-Z W/� Structural Panels(6) 8d NAILS TOP t 8d (see table 3.9) BOTTOM 9 32' O.C. Fiberboard Panels JOB: 7/16- 6d 3" edge /6" field SIMPSON LTP4-Z W/ 25/32" 8d 3" ed /6" field PROPOSED ADDITIONS: (6) 8d NAILS TOP t edge 460 OYSTER PONDS BOTTOM 9 32' O.C. " LANE, LLC Gypsum Wallboard NAIL SHEATHING TO SILL PLATE Hardboard 5d 7 edge /10 field 8d NAILS 9 4' O.C. 8d (see table 3.9) 510 OYSTER POND LANE , \ (SHEATHING TO LAP SILL PLATE) Particleboard Panels 8d (see table 3.9) ORIENT. NY 2 - tt5 REBAR : :ti':;. ; Diagonal Board Sheathing (2) 2 x 6 SILL PLATES TOWN OF SOUTHOLD COPPER TERMITE SHIELD ;;` ACQ TREATED. 1, x 6 or 1 x 8 2 - 8d per support SCTM� 1000-24-I-4.1 w/ SILL SEAL (TYP.) -'. '~' •','. 1 x 10 or wider 3 - 8d per support 5/8" x 16" A.B. 932' OC. "11w/ 2"x2"x3/I6" WASHER. SECTION SEE FOUNDATION DWG. ; ;' : (HOT DIPPED GALV. OR FLOOR SHEATHING ARCHITECT: FOR DESIGN/REINFORCING STAINLESS STEEL) Structural Panels :•w' ISOLATE WASHER FROM 1" orless FREDERICK R. WEBER SILL PL W/ FELT STRIP 8d 6 edge /12 field 41 EAST MAPLE ROAD greater than 1 10d 6" edge /6" field GREENLAWN, NY 11140 HOLD DOWN Diagonal Board Sheathing 52 NOYAC PATH AT ALL HIGH PRESSURE ZONES PROVIDE 8d COMMON NAILS 19 4" O.C. + 1" x 6" or 1" x 8" 2 - 8d per support WATER MILL, NY 1191E 1" x 10" or wider 3 - 8d per support SHEARCONNECTION TEL L31 '154-5555 Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed fweberarchitect19gahoo.com CRITICAL PATH 3" on-center at the panel edge to obtain higher shear capacities , nailing requirements for structural members shall be doubled ,or alternate connectors , such as shear plates , shall be used to maintain the load path. 2When wall sieathing is continuous over connected members , the tabulated number of nails shall be permitted to PRJPROVIDE be reduced to 1 - 16d nail per foot. C 96" L JUNE 10, 2020 OTNS DESIGN CRITERIA: REV.: JAN 20. 2020 ORP.) GROUND SNDW LOAD - 45 PSF. WEATHERING - SEVERE . AUGFIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" DATE. L. 2019 IGC rNAILSO.C. PROVIDE 8d COMMON NAILS 19 4" O.C. LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY SCALE: I/4" = I'-O" IGH P AT ALL HIGH PRESSURE ZONES BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT NOTE: HIGH PRESSURE ZONES ARE ALL AREAS WIND SPEED - 130 MPH JOB NO: w201901 4'-0" FROM ANY RIDGE, HIP OR GABLE END SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YES D ROOF DESIGN CRITERIA: RAWING NO. PLARDESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME 1/8" = P-0" CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. A 8 COMPONENT WINDOWS - GLAZED OPENING AND CLADDING EXTERIOR WINDOWS SHALL HAVE WOOD STRUCTURAL PANELS WITH A MINIMUM _ci THICKNESS.OF 1/16" AND A MAXIMUM SPAN OF 8' AS OPENING PRESSURE ZONES PROTECTION. ATTACHMENTS SHALL BE 2 1/2" #8 WOOD SCREWS, 14" OC OF AS FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' WINDOW SCHEDULE FREDERICK ROBERT Unit Model # R.O. AOpn9 Egres WEBER ® ADH3250 3'-2"x P-0" 5.16 Yes © ADH3050 3'-0"x 5'-0" - No ARCHITECT A Al © ADH2640 2'-6'x 4'-0" - No O ADH2434 2'-4"x V-4" - No O - No Model Numbers Refer to "Andersen". "A" Series w/ O Low-E4 Glass, Simulated Divided Light, White "Fibrex" Exterior ^ New (2) 9 1/4" LVL New (2) 9 1/4" LVL New ( 1 1/4" LVL w - - DOOR SCHEDULE � r- 1.4 CL; - - _ --- \ Unit Model # Width t Height T� � Lj ate. U ��/ ��\� 1.4 i "Simpson", Model 31662 v 1 (4-Panel GlassTop, 2-Panel Bot.) 3'-0"x 6'-8" (Door) v X X OXD ® n Z a `�' r-- �= "Simpson", See Elevation 2'-8"x 6'-8" (Door) Qj v (1/2 Glass-Top, 2 Panel-Bot.) W New (3) 9 I/2' LZ w/ (2) 5/8"x9" Stl. Flitch E (Flush) New (3) 14" LVL w/ (2) 1/2"x 13" St. Flitch E ; z--\L -- ® "Simpson", Model 31108 ___ _ __ _ _ _ ___-___ __ (Full Glass) 2'-8"x 6'-8" (Door) O — - — — — — — — — — — — —.—.—.—.—._.---.—.—- _�.- ---------------0 -------- —. 4x6 Solid 6x6 Solid (Flush Top, Box-in Botom of Beam w%Trim) J Framing Framing I I>Fram Solid "Simpson" Doors to have "Water Barrier" $ II_ "Ultra Block" Technology v ---4Md-- * Verif Operation o o X z y p DRAWING TITLE: N N — u_ I ' - __ 2ND "FRAMING -; I I z z " ' I - r (IST FLOOR) X � o _. . . (V N (X X y` W LU ---- � 111 .0 � � IZJ I -- ----' . . JOB: LVL i O O ;- - .j PROPOSED ADDITIONS: 4x4 Solid 4x4 Solid 460 OYSTER PONDS I Framing Framing ' LANE, LLC I I 510 OYSTER POND LANE c� ORIENT. NY " a " Z SCTM#01000 u24 1 D u 0 0 4.1 I 3 U U LL: i ARCHITECT: Z cv o j Ex. Rafter I Ex. Rafters FREDERICK R. WEBER _ i L- 41 EAST MAPLE ROAD 4 Z Q3 v I Strap Existing GREENLAWN. NY 11140 X =D r I Rafters Wall to-1, E t WA52 TER MILL,NY11914�•����'�. I Studs � I v I TEL 431 154-5555 z i fweberarchitecteyahoo.com I I I I I I I r----I- ----- ———— 71 I� rn l III I of I I oc l/ExistingJUNE(I I I JUNE 10. 2020 I• v_ I I III R.R.�I III I �I I REV.: JAN 20. 2020 III Existing C.J. k W l I L" I DATE: AUG 4. 2019 __, I I I SCALE: 1/4" - 1'-0" I I I I I I JOB NO: w2019OI A DRAWING NO. 2ND FRAMING ( IST FLOOR ) "°�Ty WINDOW SCHEDULE FREDERICK ROBERT Unit Model # R.O. Opg Egres WEBER ® ADH3250 3'-2"x 5'-0" 5.16 Yes ARCHITECT © ADH3050 3'-0"x 5'-0" - No A Al © ADH2L40 2'-6"x 4'-0" - No O ADH2434 T-4"x V-4" - No ^^� - No I---� Model Numbers Refer to "Andersen", "A" Series w/ O Low-E4 Glass, Simulated Divided Light, White "Fibrex" Exterior ^ DOOR SCHEDULE W � Unit Model It Width t Height New (2) 1:1/4" LVLvT _ "Simpson", Model 31662 ) 1�1 3'-O"x 6'-8" (Door)P (4-Panel GlassTo , 2-Panel Bot.) I� New 2.8 i New 2x8 "Simpson", See Elevation 2'-8" 6'-8" (Door) Q ^ R.R., 16 I R.R., 16" O (1/2 Glass-Top, 2 Panel-Bot.) x rrTT,, New (2) 1 1/4" LVL ew x oc New (2) 1 1/4" LVL "Simpson", Model 31108 2'-8"x 6'-8" (Door) 0 (Full Glass) o 1 -�T---- I �t —T— Wall 1)' s 1 -1 Hgt. z I : ► : Wall s 1'-I" �lj New x10 e,--07 : d- 1-4 ��� Flat qn Roof "Simpson" Doors to have "Water Barrier" t for ONerlay �'�� "Ultra Block" Technology I * Verify Operation DRAWING TITLE: v Line of Ceiling Break ---- ROOF-FRAMING ,Y (2ND FLOOR) x Ceiling oc I Ceiling Height C>< a%K3 as.-On N Height X I m N CV in i N uj kr) -' of '. : I t: j : U 43 WI I I z •: 1:. .•+ : � z J JOB: Existing Ridge z q lI 1 " Existing Ridge I PROPOSED AD fT -------- - ---�-I-- ----a - ------------1 r....................................................................................... D (ONS: m I New (2) 2x8 Hdr. I m `n ----- z �+ 440 OYSTER PONDS J I New (2) 2x8 Mr. LANE, LLC o2 o, CV 11P z 510 OYSTER POND LANE I ----- ---------- 4 I -"---- ORIENT, NY I I I Line of Ceiling Ereak =11 I it= I i I Z l i i I I Z TOWN OF SOUTHOLD I. I 1 0 0 0 o I I II 5CTM# 1000-24-1-4.1 I I I a I oil ARCHITECT: I al I cx d ac I ac I I I �I1 X C X � j I j FREDERICK R. WEBER j z:1j cvN n z I 41 EAST MAPLE ROAD K" GREENLAWN, NY 11140 I _ILn 52 NOYAC PATH w I I WATER MILL. NY 11914 I I I I I I I I TEL 431 154-5555 I I j j fweberarchitecteyahoo.com -------- I I JUNE 10. 2020 REV.: JAN 20, 2020 II I � II II -------- --------IL DATE: AUG 6, 2019 Lam--------- - -- ------L J SCALE: I/4" I'-O" JOB NO: w201901 A Al DRAWING NO. ROOF FRAMING ( 2ND FLOOR ) ° S2 1/141 = 1'-0" OF 52 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 4D DUPLEX RECEPTACLE WEBER 4D W.P. DUP.REC.-WATERPROOF 0GF1 DUP.REC.-GROUND FAULT ARCHITECT ® DUP.REC.-FLOOR 0 DUP.REC.-(()SWITCH OPER. SPECIAL OUTLET UD O SURFACE MTD.-CLG. F-) Op SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. Q b WALL MOUNTED GG DUP. FLOOD W.P. 0 SHOWER LIGHT (Wet Location)FL T l New i UNDERCAB. FIXTURE W �/ HoseBib \ DOORBELL/CHIME �I EXHAUST FAN To / ' 1 0 Garage� hande ler r-� � �� � PADDLE FAN .. ........... @ SPEAKER -_G--_J -----'---- C # � ----- -- ---------------- - � IL TELEPHONE O - -------- -----I---- --------- ------------------ L- II 0 CABLE VISION Q AC 42 \�� I I Surface © COMPUTER (Cable d Phone) � Q THERMOSTAT • FL o� Pendants --- --- O SMOKE DETECTOR DRAWING TITLE: Refv& 0 c CARBON MONOXIDE DETECTOR � I I ° W Slnk ___ SWITCH ELECTRICAL Bsmt. $3 SWITCH 3-WAY IST FLOOR SWITCH 4} WAY r $° SWITCH W/ DIMMER 4 O n o d ----- 3 ° ; W SWITCH WATERPROOF JAMB SWITCHLL GFI Surface CO I u C n i """ EX EXISTING JOB:" ° (� (� F ___ __ __ I `I 64 `tl'GFI PROPOSED ADDITIONS: .- ------- .-.-.-.-.-. ------ -- -- � p 60 OYSTER PONDS I I `/Y�3 —__ •' , Existing GFI I LANE, LLC i Hose Blb I 510 OYSTER POND LANE I / I ORIENT. NY TOWN OF SOUTHOLD SCTM# 1000-24-1-4.1 I0 i ARCHITECT: FREDERICK R. WEEPER 41 EAST AD GREENLAWNPNY 11140LE R Ex Ex I 52 NOYAC PATH WATER MILL, NY 11914 / I TEL 431 154-5555 Ex E I fweberarchltect yahoo.com Wr 3 ower for fi0yerhead Door W.P. I I I I I I II I I I I I I I I JUNE 10, 2020 Surface REV.: JAN 20, 2020 II I II I I I l i l i i i I DATE: AUG C 2019 -------- -------- I I I I I I SCALE: 1/4" I'-®" I I I I I I JOB NO: w201901 DRAWING NO. ELECTRICAL 1ST FLOOREous N��Tti To He Mudroom ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT GD DUPLEX RECEPTACLE WEBER w.P. DUP.REC.—WATERPROOF QDON DUP.REC.—GROUND FAULT ARCHITECT ® DUP.REC.—FLOOR Q} DUP.REC.—(I)SWITCH OPER. SPECIAL OUTLET 0 SURFACE MTD.—CLG. Q OP SURFACE MTD.—CLG. (Porcelain) -� RECESSED—CLG. O +4 WALL MOUNTED C DUP. FLOOD s� SHOWER LIGHT (Wet Location) r , C UNDERCAB. FIXTURE ® ® DOORBELL/CHIME EXHAUST FAN PADDLE FAN .. O SPEAKER --T --- -- D TELEPHONE Q --T- - ' I O CABLE VISION Q0 I E) I © COMPUTER (Cable E Phone) rim CO Q THERMOSTAT SMOKE DETECTOR DRAWING TITLE: r : (1) F1 Oco CARBON MONOXIDE DETECTOR '---------------- I 1 : ---- SWITCH ELECTRICAL - SWITCH 3—WAY 2ND FLOOR '- , � � . ► : � I � $a li I —fit-- I ► . � •. I --I: �, $4 SWITCH 'I—WAY I I I $p SWITCH W/ DIMMER t'. I ` I $W SWITCH WATERPROOF �� j JS JAMB SWITCH \ Ist EX EXISTING JOB: \ rI I . , �I - 1--�-\-----------------f - -,----------------�-- -........................................................................................... PROPOSED ADDITIONS:440 OYSTER PONDS LANE, LLC I I 510 OYSTER POND LANE ----- ---- --------- �, r----- ORIENT. NY � I TOWN OF SOUTHOLD SCTM# 1000-24-1-4.1 ARCHITECT: FREDERICK R. WEBER 41 EAST MALE ROAD GR ENLAWNPNY 11140 52 NOYAC PATH WATER MILL. NY 119'14 TEL 431 154-5555 PweberarchitectOgahoo.com -------- I i II II JUNE 10. 2020 REV.: JAN 20. 2020 it l II � � DATE: AUG 4. 2019 L -------- --Z� ———————— SCALE: I/4" I'—O" JOB NO: w2019OI DRAWING NO. ELECTRICAL 2ND FLOOR "°�Tti E2 1/4" = 11-0" OF E2