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HomeMy WebLinkAbout50834-Z �o��pF SO(/Tyo`o Town of Southold * * P.O. Box 1179 +oA 53095 Main Rd UN"- � Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47180 Date: 06/29/2026 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 685 Bungalow Ln Mattituck, NY 11952 SecBlock/Lot: 123.-3-9 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/26/2024 Pursuant to which Building Permit No. 50834 and dated: 06/20/2024 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: Reconstruction (demolition per town code) of a single-family dwelling with an unfinished basement, covered front porch, second floor balcony, attached garage, outdoor shower, and a rear screened porch as applied for per ZBA#7814 dated 9/21/2023. The certificate is issued to: Rakhmanine M&JV Revoc Trt Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1156 2/9/2026 ELECTRICAL CERTIFICATE: 50834 6/15/2026 PLUMBERS CERTIFICATION: Brad Piecuch 6/24/2025 'S")C AAk Auth Si ature �SUFFoc TOWN OF SOUTHOLD � � moo y BUILDING DEPARTMENT ca TOWN CLERK'S OFFICE o • -� SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50834 Date: 6/20/2024 Permission is hereby granted to: Rakhmanine M&JV Revoc Trt 6488 Forest Knoll Ct Allentown, PA 18106 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per SCHD, DEC, Trustees & ZBA approvals. At premises located at: 685 Bungalow Ln, Mattituck SCTM #473889 Sec/Block/Lot# 123.-3-9 Pursuant to application dated 4/26/2024 and approved by the Building Inspector. To expire on 12/20/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,721.00 CERTIFICATE OF OCCUPANCY $100.00 Total: $1,821.00 Building Inspector ,ifat TOWN OF SOUTHOLD a�O SUffOI,�eak' BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD NY L 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#: 50641 Date: 5/8/2024 Permission is hereby granted to: Rakhmanine M&JV Revoc Trt 6488 Forest Knoll Ct Allentown, PA 18106 c To: Electric - OH to UG 200\ p Sery ce At premises located at: 685 Bungalow Ln SCTM #473889 Sec/Block/Lot# 123.-3-9 Pursuant to application dated 5/8/2024 and approved by the Building Inspector. To expire on 11/7/2025. Fees: ELECTRIC $100.00 Total: $100.00 Building Inspector pF SO(/jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �OQ Southold,New York 11971-0959 �� COU01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Rakmanine M&JV Revoc Trt Address: 685 Bungalow Ln city: Mattituck St: NY zip: 11952 Building Permit#: 50834 Section: 123 Block: 3 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Platinum East Electric License No: 34091ME SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 115 Ceiling Fixtures 6 Smoke Detectors 4 Pump Service 3 ph Hot Water Gas GFCI Recpt 12 Wall Fixtures 5 CO Detectors Heater Main Panel 200 A/C Condenser Cooktop GaS RecessdFixtures 88 Combo Smoke/CO 5 Transformer Sub Panel 60 A/C Blower 2 Range Recpt 30X2 Ceiling Fan 4 Heat Detectors Salt Gen Transfer Switch Mini Split 3 Dryer Recpt Gas UC Lights 10' Fridge 1 AutoCover ARC 14 Blower Heads 1 Switches 54 Pucks Lights Dishwasher 1 Mini Fridge 1 GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI 7 ERV 1 Exit Lights Bath Exhaust 6 Hood 1 Dehumidifier Other Equipment: 200A Panel 54 Circuit/50 Used, 60A Sub panel 30 Circuit/19 Used, (2)FloorHeat Notes: Two Story Unfinished Basement Inspector Signature: �' Date: June 15, 2026 A�I�FFOO own Hall Annex ,�� =; Telephone(631)765-1802 54375 Main Road F` g�c P.O.Box 1179 CA ar Fr l5 Lu1 Lb D V Southold,NY 11971-0959 �: AMv� J U N 25 2025 BUILDING DEPARTMENT Building Department TOWN OF SOUTHOLD Town of Southold CERTIFICATION Pate: a q oZ Building Permit No. D�3 Owner: R a k Ix_0-n-i n (Pnlease print) Plumber:�1—aA 1" i'e. _U� (Please print) 1 certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Sworn to before me this day of SuJ1e , 20 � Notary Public; -�aTT,0/�7 County SUSAN a ergo Notary Public,State of Ne*YO* No.01 RIS183459 Qualified in Suffolk County Commission Expires March 17,202,T pF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION F UNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] ,FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] _FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o� AAWLP pgooc"n-sx),1 41We cw DATE - - , . INSPECTOR' �: qjf so TOWN OF.SOUTHOLD BUILDING DEPT. "couto, 631-765-1802 INSPECTION [ ] FOUNDATION.1 ST/ REBAR [ ] ROUGH PLBG. [ ] . FOUNDATION 2ND [ ] INSULATION/CAULKING [ krFRAMING/STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION _ [ ' ] 'FIRE RESISTANT'CONSTRUCTION [ ] FIRE RESISTANT PENEThATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] .CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: r"ml %L DATE INSPECTOR a0F SOUTyolo s �-{ I - �Cr �1, fly/ # TOWN OF SOUTHOLD BUILDING DEPT. J y u�m� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY'. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] 'PRE C/O [ ] RENTAL REMARKS: DATE , .5 ZS INSPECTOR �J7 OE SOUTyO� -- -- ------- - - -- N Y TOWN OF SOUTHOLD BUILDING DEPT. �outo,�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [vl"'R OUGH PLBG. [ ] FOUNDATION 2ND [ ] .INSULATION/CAULKING. [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE-RESISTANT CONSTRUCTION [ . ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: U u 1 9i25ftY2-e- DATE �"o?�,a Sr INSPECTOR g SOUTh°� # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] OUGH 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 [ ]. RENT L REMARKS: l Kv �_Wtkkl4a' s ., 014AIA �W___p Wj Wl MMVJI� rZS dx W-- Ko DATE INSPECTO pF 50UTyO� # TOWN OF SOUTHOLD BUILDING DEPT. Ioorma�''�� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR /] RO GH PLBG. FOUNDATION 2ND LATION/CAULKING FRAMING /STRAPPING L [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL l REMARKS: W7. -:60f Lvv TVq�ka- fe f � DATE INSPECTOR �— a'pF 80U y # TOWN OF SOUTHOLD BUILDING DEPT. o rm��' 631-765-1802 , oc63q INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS. tKA/ 1/y •`r C&f�� -Y?7 6op kf# o Lpcel�� ov1 t VIA 4N� Vt n� � dog✓ ��-• � C6 wwb QVI ).-?6 1." tq4�W&I W f'p can - DATE LX)0:J, INSPECTOR aOFSObTy _ ----- - --- J ---- - ---- # TOWN OF.SOUTHOLD BUILDING D PT. IOU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING " [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE_& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ I ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: , sl� ✓`V) A 4),/) ALI2e . /� ra DATE I� INSPECTOR Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 685 Bungalow Ln,Mattituck,NY 11952 Test Date 5/22/2025 BuildingPermit#: 50834 Com liance Pathway Performance tom' p Y ' C Test Completed by : Chistopher Silvia tt!,_.. ! SNET Rater ID# 4150294 Home Energy Solutions ( �' NATE ID# MAY 187 East Main Street 1, 3 0 2025 I ICC ID# Huntington,NY-11743 BPI# lit 631-673-0664 Building Envelope Tightness Volume Calculation : Check if. Floor Area Volume ❑ Conditioned Basement Basement 1113 8158 ❑ Conditioned Crawl Space 1st 3532 19848 ❑� sealed Attic d n 2 822 10696 *The conditioned floor area of dwelling is calculated in Crawl 5728 accordance with ANSI Z765,except that conditioned floor Attic 3791 area includes areas where the ceiling height is less than 5 Total Volume 48221 CFM @50 pa 2168 Air changes/hr@ 0 a 2.70 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-2: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA� Code Compliance: System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA� Code Compliance: All building envelope tightness has been verified and.conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827, as required by 2018 IECC as amended by'ihe 2020 New York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4. Signature: ` "' Date: 5/22/2025 Christopher Silvia,Home Energy Solutions ` insuLation Certificate ELI CONSTRUCTION _ V MAR 2 1 2025 lobsite Address: 685 Bungalow Ln, Mattituck, NY 11952 This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency'Requirements and IECC Chapter 4,Commercial Energy Efficiency Requirements. Q Open Cell D Closed Cell QQ Fiberglass QQ White color DC-315 Fire Retardant Thermal& Ignition Barrier Consult International Building Code,Chapter 26-Plastic and International Residential Code (IRC) R316 Foam Plastics for specific requirements.The spray polyurethane foam and fiberglass insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance. Area Insulated Material Aged Thickness- R-Value New and old roof Open Cell Spray Foam R-38 At 10 inches Above grade new walls at 2"Closed Cell+Unfaced R-28 At 6" inches extension/Garage and porch fiberglass R-13 on top partition walls Above grade existing walls Air seal+ Kraft faced R-15 At 4" inches .. fiberglass on top r Porch ceiling under living space Open Cell Spray foam R-30 ' At 8" inches Garage exterior walls Kraft faced fiberglass R-21 At 6' inches 1490 William Floyd Pkwy#109 Shirley,New York 11967 /��L' (631)869-5171 info@eUconstruction.com CONSTRUCTION . Insulation Certificate . EL1 CONSTRUCTION Area Insulated Material Aged Thickness R-Value TJI 9"New crawl space ceilings Kraft faced R-19+Mineral R-34 At 9" inches wool R15 on top 2x8 Old basement and crawl Kraft faced fiberglass R-30 At 8" inches space ceilings Rim joists Closed Cell Spray Foam R--15 At 2" inches Below grade concrete exterior Closed Cell Spray Foam R-15 At 2" inches walls Basement and Crawl space White color DC-315 Fire 3 mills wet film thickness walls in addition to attic area by Retardant Thermal& air handler Ignition Barrier -Nominal thicknesses are representative of field Contractor: Eli Construction Services Date of installation: From 01/21/2025 to INC. 01/30/2025 Phone: (631) 869-5171 Permit Number: 50834 SPFA#: S00372 G G���s1oPNFR����C,y/� y i 0 N 031S47 63 161. ZS 1490 William Floyd Pkwy#109 Shirley,New York 11967 A0011 i (631)869-5171 info@eliconstruction.com CONSTRUCTION .} W rlhtsofto 9 Load Short Form Job: 665 Bungalow Lane Date: 4/16/24 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: 685 Bungalow Lane, Mattituck, NY 11952 Design Information Htg Clg PT Infiltration Outside db(°F) 8 84 Method Simplified Ins ide db(°F) 72 75 Construction fll y F E B _ 7 2025 Tight Design TD(°F) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Building Department Moisture difference(gr/lb) 34 30 Town of Southold HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_Main Living 1465 20623 17056 800 800 AH2_1st FI Beds 902 16171 10776 600 600 AH3 Master Suite 805 16159 9769 600 600 Entire House 3172 52952 37396 2000 2000 Other equip loads 8565 1204 Equip. @ 1.00 RSM 38601 Latent cooling 5114 TOTALS I 3172 I 61517 I 43715 I 2000 I 2000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr%ghtLsoft" 2024-Apr-16 14:20:00 Rig ht-Suite®Universal202323.0.05RSU20822 Pagel XCN ...Wrightsoft HVAC1685 Bungalow Lane Maftituck.rup Calc=MJ8 Front Door faces: W 4 Wit'Ihof . Load Short Form Job: 685 Bungalow Lane t Date: 4/16/24 AH1_Main Living By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 685 Bungalow Lane, Mattituck, NY 11952 Design Information: Htg Cig Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240/11OH Cond RA1624AJlNA AHRI ref Hot Water Coil ATQ2-1515 Coil RH1T2417STANJAUSA AHRI ref 7940891 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 110000 Btuh Sensible cooling 16800 Btuh Heating output 42974 Btuh Latent cooling 7200 Btuh Temperature rise 49 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.047 cfm/Btuh Static pressure 0.90 in H2O Static pressure 0.90 in H2O Space thermostat Load sensible heat ratio 0.85 ROOM NAME Area Htg load Cig load Htg AVF Cig AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Entry/Sitting 469 9457 6337 367 297 Kitchen/Living 743 7827 8068 304 378 Laundry Rm 130 1492 923 58 43 Pre Sauna 67 1846 1727 72 81 Sauna 56 0 0 0 0 AH1_Main Living 1465 20623 17056 800 800 Other equip loads 3669 516 Equip. @ 1.00 RSM 17572 Latent cooling 3177 TOTALS I 1465 I 24292 I 20749 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Pk wrights®f , 2024-Apr-1614:20:00 z.,.. Right-Suite@ Universal 2023 23.0.05 RSU20822 Paget A+CN ...Wrightsoft HVAC\685 Bungalow Lane_Mattituck.rup Calc=MA Front Door faces: W Wrl 1 i9t.t$o1 ft. Load Short Form Job: 685 Bungalow Lane Date: 4/16/24 AH2 1st FI Beds By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 685 Bungalow Lane, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD (°F) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240/110H Cond RA1618AJ1NA AHRI ref Hot Water Coil ATQ2-1215 Coil RH1T2417STANJAUSA AHRI ref 7940565 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 110000 Btuh Sensible cooling 12600 Btuh Heating output 38403 Btuh Latent cooling 5400 Btuh Temperature rise 58 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.056 cfm/Btuh Static pressure 0.80 in H2O Static pressure 0.80 in H2O Space thermostat Load sensible heat ratio 0.80 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Bath 1 91 1454 1156 54 64 Bath 2 75 1192 1083 44 60 Bed Hall 89 1131 1181 42 66 Bedroom 1 253 3914 2688 145 150 Bedroom 2 191 3934 2457 146 137 Bedroom 3 203 4546 2211 169 123 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2024-Apr-16 14:20:00 /*;, Right-Suite@ Universal 2023 23.0.05 RSU20822 Page 3 ACM ...Wrightsoft HVAC\6B5 Bungalow Lane_Mattituck.rup Calc=MJ8 Front Door faces: W AH2_1stA Beds 902 16171 10776 600 600 Other equip loads 3274 460 Equip. @ 1.00 RSM 11236 Latent cooling 2726 TOTALS I 902 I 19444 I 13963 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t - wrights®ft^ 2024-Apr-1614:20:00 Right-Suite®Universal202323.0.05RSU20822 Page / + ...Wrightsoft HVAC1685 Bungalow Lane_Mattituck.rup Calc=MJ8 Front Door faces: W �+' Load Short Form Job: 685 Bungalow Lane Wrlgflt$o'` Date: 4/16/24 AH3 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 685 Bungalow Lane, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 2(Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Rheem Trade NAVIEN Trade RHEEM Model NCB-240/11OH Cond RA1618AJ1NA AHRI ref Hot Water Coil ATQ2-1215 Coil RH1T2417STANJAUSA AHRI ref 7940565 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 110000 Btuh Sensible cooling 12600 Btuh Heating output 38403 Btuh Latent cooling 5400 Btuh Temperature rise 58 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.037 cfm/Btuh Air flow factor 0.061 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Master Bath 222 4909 2432 182 149 Master Bedroom 488 10556 6660 392 409 Master WIC 95 694 677 26 42 AH3_Master Suite 805 16159 9769 600 600 Other equip loads 1622 228 Equip. @ 1.00 RSM 9997 Latent cooling 1671 TOTALS I 805 I 17781 I 11668 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoftb 2024-Apr-1614:20:00 12t—M Rig ht-Suite@ Universal 2023 23.0.05 RSU20822 Page 5 A=k ...Wrightsoft HVAC\685 Bungalow Lane_Mattituck.rup Calc=MA Front Door faces: W 1 Basement 6x4 6x4 8x4 Ex Base 2 6x4 6x4 8x12 4x12 12x12 4x12 4 14x12 6x —/14x12 8x4 6x4 =L==[P Crawl Space 1ox12 1 I 10x-12 �10x12 10x4 4x12 4 x 4 Ex Base 1 6x4 Bx4 Ex Crawl 6 x 4 8 x 4 f-,x 12 6x 12 6x4 6x4 8x4 6x4 Job#: 685 Bungalow Lane Home Energy Solutions Inc. Scale: 1 : 127 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite@ Universal 2023 Mattt ituck,NY 11952 Bungalow Lane Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-Apr-16 14:20:21 gdlamay3@gmail.com ...\685 Bungalow Lane_Mattituck.ru 1 1st Floor C2k75 cfm �95 dm Bedroom 1 95 cfm 122 cfm f� f I Screen Room i I 122 dm Kitchen/Living 75 cfm Entry/Sitting Bath 1 95 cfm ®i95 cfm Sauna 800 cfm I 64 cfm Bed Hall 122 cfm �58 d undry Rm Pre Sauna 600 cfm �66 cfm Base Stair - - 81 cfm 84 cfm - 73 cfm 60 cfm Bedroom 2 Bath 2 Bedroom 3 73 cfm �84 dm Garage Job#: 685 Bungalow Lane Home Energy Solutions Inc. Scale: 1 : 127 Performed by Katelyn Maleski for: Page 2 685 187 East Main Street Right-Suite@ Universal 2023 Mattituck,NY 11952 Bungalow Lane Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-Apr-16 14:20:21 gdlamay3@gmail.com ...\685 Bungalow Lane_Mattituck.ru 2nd Floor Master Bedroom 205 cfm 205 cfm Cupola 6„ 8" 4x12 6x12 42 cfm 600 cfm lox Master WIC 12 x 12 12x12 6' 6" 6" 91 cfm 91 cfm Master Bath Job#: 685 Bungalow Lane Home Energy Solutions Inc. Scale: 1 : 127 Performed by Katelyn Maieski for: Page 3 187 East Main Street Right-Suite@ Universal 2023 685 Bungalow Lane Mattituck,NY 11952 Huntington,NY 11743 23.0.05 RSU20822 Phone:631-673-0664 2024-Apr-16 14:20:21 gdlamay3@gmail.com \685 Bungalow Lane_Mattituck.ru Manual S Compliance Report Job: 685 Bungalow Lane - - wrightsoft° P Date: 4/16/24 AM—Main Living By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 685 Bungalow Lane, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 17572 Btuh Entering coil DB: 75.6°F Outdoor design WB: 71.2°F Latent gain: 3177 Btuh Entering coil WB: 63.3°F Indoor design DB: 75.0°F Total gain: 20749 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1624AJ1NA+RH1T2417STANJAUSA Actual airflow: 800 cfm Sensible capacity: 21924 Btuh 125%of load Latent capacity: 3217 Btuh 101%of load Total capacity: 25141 Btuh 121%of load SHR: 87% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 24292 Btuh Entering coil DB: 67.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-240/110H Actual airflow: 800 cfm Output capacity: 42974 Btuh 177%of load Meets all requirements of ACCA Manual S. y -01.1- w ight:seft" 2024-Apr-1614:20:00 Right-Suite@ Universal 2023 23.0.05 RSU20822 Page 1 Wrightsoft HVAC\685 Bungalow Lane_Mattituck.rup Calc=MA Front Door faces: W Manual S Compliance Report Job: 685 Bungalow Lane " l wrightsoft Date: 4/16/24 AH2 1st FI Beds By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 685 Bungalow Lane, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 11236 Btuh Entering coil DB: 75.8°F Outdoor design WB: 71.2°F Latent gain: 2726 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 13963 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 13184 Btuh 1171/o of load Latent capacity: 5650 Btuh 207%of load Total capacity: 18834 Btuh 135%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 19444 Btuh Entering coil DB: 66.1°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-240/110H Actual airflow: 600 cfm Output capacity: 38403 Btuh 198%of load i Meets all requirements of ACCA Manual S. ti. wr,irghtsoft" 2024-Apr-1614:20:00 r.,. ­, .n.r�...Ya.,..., Right-Suite@ Universal 2023 23.0.05 RSU20822 Page 2 ...Wrightsoft HVAC1685 Bungalow Lane_Mattituck.rup Calc=MJ8 Front Door faces: W Manual S Compliance Report Job: 685 Bungalow Lane - - wrightsoft, pDate: 4116/24 AH3_Master Suite By: Katelyn Maleski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmaii.com Project Informatio.n For: 685 Bungalow Lane, Mattituck, NY 11952 • • • Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 9997 Btuh Entering coil DB: 75.4°F Outdoor design WB: 71.2°F Latent gain: 1671 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 11668 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1618AJ1NA+RH1T2417STANJAUSA Actual airflow: 600 cfm Sensible capacity: 15688 Btuh 157%of load Latent capacity: 2560 Btuh 153%of load Total capacity: 18248 Btuh 156%of load SHR: 86% ! Heatin,g Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 17781 Btuh Entering coil DB: 69.3°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-240/110H Actual airflow: 600 cfm Output capacity: 38403 Btuh 216%of load Meets all requirements of ACCA Manual S. t 2024-Apr-16 14:20:00 wrlghtsoft-� Right-Suitea0 Universal 2023 23.0.05 RSU20822 Page 3 ...Wrightsoft HVAC1685 Bungalow Lane_Mattituck.rup Calc=MA Front Door faces: W Duct System Summary Job: 685 Bungalow Lane $ wrightsoft, Date: 4116/24 AH1_Main Living By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com i Project Information For: 685 Bungalow Lane, Mattituck, NY 11952 Heating Cooling External static pressure 0.90 in H2O 0.90 in H2O Pressure losses 0.34 in H2O 0.34 in H2O Available static pressure 0.56 in H2O 0.56 in H2O Supply/return available pressure 0.501 /0.059 in H2O 0.501 /0.059 in H2O Lowest friction rate 0.069 in/100ft 0.069 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 807 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk Entry/sitting h 3152 122 99 0.129 6.0 4x 8 ShMt 42.3 345.0 st5 Entry/Sitting-A h 3152 122 99 0.081 6.5 4x 10 ShMt 57.0 560.0 st8 Entry/Sitting-B h 3152 122 99 0.097 6.3 4x8 ShMt 42.7 475.0 st8 Kitchen/Living c 2017 76 95 0.210 4.9 46 ShMt 24.0 215.0 st5 Kitchen/Living-A c 2017 76 95 0.213 4.9 4x 6 ShMt 19.7 215.0 st4 Kitchen/Living-B c 2017 76 95 0.212 4.9 46 ShMt 21.0 215.0 st4 Kitchen/Living-C c 2017 76 95 0.163 5.2 4x 6 ShMt 27.0 280.0 st5 Laundry Rm h 1492 58 43 0.073 5.1 4x 6 ShMt 57.7 625.0 st8A Pre sauna c 1727 72 81 0.069 5.8 4x 8 ShMt 77.0 645.0 st8A SupplyDetail Table i Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk I st4 Peak AVF 152 189 0.212 568 6.4 12 x 4 ShtMetl stl st5 Peak AVF 648 611 0.069 648 12.6 12 x 12 ShtMetl SO st1 Peak AVF 800 800 0.069 686 13.6 12 x 14 ShtMetl st8A Peak AVF 130 124 0.069 389 6.9 12 x 4 ShtMetl St8 st8 Peak AVF 374 322 0.069 561 10.3 12 x 8 ShtMetl st5 wright:soW 2024-Apr-1614:20:00 ��,�# -cRw Rig ht-Suite®Universal202323.0.05 RSU20822 Pagel ACCh ...Wrightsoft HVAC1685 Bungalow Lane_Mattituck.rup Calc=MJ8 Front Door faces: W Return Branch ! - Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb4 Ox 0 800 800 85.3 0.069 686 13.6 12x 14 ShMt -�- wrightsoft 2024Apr-1614:20:00 Right-Suite®Universal 2023 23.0.05 RSU20822 Page 2 ACCiK ...Wrightsoft HVAM685 Bungalow Lane_Mattituck.rup Calc=MJ8 Front Door faces: W .} wrightsoft� Duct System Summary Date: 41 Bungalow Lane 624 AH2 1st FI Beds By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 685 Bungalow Lane, Mattituck, NY 11952 Heating Cooling External static pressure 0.80 in H2O 0.80 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.45 in H2O 0.45 in H2O Supply/return available pressure 0.389/0.061 in H2O 0.389/0.061 in H2O Lowest friction rate 0.071 in/100ft 0.071 in/100ft Actual air flow 600 cfm 600 cfm Total effective length(TEL) 638 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln (ft) Ln(ft) Trunk Bath 1 C 1156 54 64 0.156 4.5 4x4 ShMt 13.3 235.0 st13 Bath 2 C 1083 44 60 0.083 5.0 4x6 ShMt 35.7 430.0 st15 Bed Hall C 1181 42, 66 0.098 5.0 4x6 ShMt 31.0 365.0 st15 Bedrooms C 1344 73 75 0.154 4.8 4x6 ShMt 16.7 235.0 st12 Bedrooms-A C 1344 73 75 0.136 4.9 4x6 ShMt 31.0 255.0 st12 Bedroom 2 h 1967 73 68 0.093 5.3 4x6 ShMt 35.0 385.0 st14 Bedroom 2-A h 1967 73 68 0.098 5.2 4x6 ShMt 29.7 365.0 st14 Bedroom 3 h 2273 84 62 0.071 5.9 4x 8 ShMt 56.0 495.0 st15 Bedroom 3-A h 2273 84 62 0.072 5.8 4x 8 ShMt 44.7 495.0 st15 SupplyDetail, Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st3 Peak AVF 600 600 0.071 720 12.2 12 x 10 ShtMetl st12 Peak AVF 145 150 0.136 449 6.4 12 x 4 ShtMetl st3 st13 Peak AVF 455 450 0.071 546 11.0 12 x 10 ShtMetl st3 st14 Peak AVF 146 137 0.093 438 6.8 12 x 4 ShtMetl st13 st15 Peak AVF 255 249 0.071 510 8.9 12 x 6 ShtMetl st13 wrights®ft- 2024-Apr-1614:20:00 •,.� m .� Right-Suite@ Universal 2023 23.0.05 RSU20822 Page I l ...Wrightsoft HVAC\685 Bungalow Lane_Mattituck.rup Calc=MA Front Door faces: W Return Detail Table Grille Htg Cig 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 0 600 600 87.0 0.071 720 12.2 12x 10 ShMt I I i I I tightsoft- 2024-Apr-1614:20:00 , ��.,.�. Right-Suite®Universal 202323.0.05 RSU20822 Page i �i ...Wrightsoft HVAC1685 Bungalow Lane_Mattituck.rup Calc=MJ8 Front Door faces: W Duct System Summary Job: 685 Bungalow Lane lilirlC,�El tmf Date: 4/16124 AH3 Master Suite By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 685 Bungalow Lane, Mattituck, NY 11952 i Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.192/0.058 in H2O 0.192/0.058 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 410 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 Master Bath h 2454 91 75 0.165 6.0 OX 0 MtFx 21.3 95.0 st11 Master Bath-A h 2454 91 75 0.112 6.0 OX 0 MtFx 11.0 160.0 SO 1 Master Bedroom c 3330 196 205 0.125 8.0 OX 0 MtFx 13.0 140.0 st10 Master Bedroom-A c 3330 196 205 0.061 8.0 Ox 0 MtFx 24.3 290.0 SO OA Master WIC c 677 26 42 0.081 4.4 12x4 ShMt 16.3 220.0 SO SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st11 Peak AVF 182 149 0.112 522 8.0 0 x 0 MetlFlx st2 st10 Peak AVF 418 451 0.061 541 11.3 12 x 10 ShtMetl st2 st10A Peak AVF 196 205 0.061 409 8.4 12 x 6 ShtMetl st10 st2 Peak AVF 600 600 0.061 600 12.6 12 x 12 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb3 Ox0 600 600 95.7 0.061 600 12.6 12x 12 ShMt Bold/italic values have been manually overridden - - wwright safr 2024-Apr-1614:20:00 A d>a Rig ht-Suite®Universal 2023 23.0.05 RSU20022 Page 5 ...Wrightsoft HVAC\685 Bungalow Lane_Maftituck.rup Calc=MJ8 Front Door faces: W A, Basement 6x4 6x4 i8x4 Ex Base 2 6x4 6x4 8x12 4x12 12x12 4 4x12 14x12 6x —/14x12 6 x 4 8x4 Crawl Space 10 x 12 10x12 110x12 10x4 4x12 4 x 4 Ex Base 1 6x4 8x4 Ex Crawl 6 x 4 8 x 4 4 12 6x12 6x4 x 6x4 8x4 6x4 Job#: 685 Bungalow Lane Home Energy Solutions Inc. Scale: 1 : 127 Performed by Katelyn Maieski for: Page e 1 187 East Main Street Right-Suite®Universal 2023 685 Bungalow Lane Huntington,NY 11743 23.0.05 RSU20822 Mattituck,NY 11952 Phone:631-673-0664 2024-Apr-16 14:20:21 gdlamay3@gmail.com I ...\685 Bungalow Lane_Mattituck.ru 1st Floor 75 cfm �9571 efrrr e� 9b cfm[ `122 cam:• Bedroom 1 � h Screen Room 122 ctm, kitchen!Living 75 cfm - e EntrylSlttinq Bath 1 95 ® ,95chn Sauna cfm f B00 Ctm 64 cfm - 422 cfm 58 of Riri na Bed Hall Pr 600 cfm 3 �{/ Sau �66 cfm Base Stair Y , 81 cfm 84 cfm ®`73 cfm 60 cfm Bedroom 2 Bath 2 Bedroom 3 73 cfm �B4 cfm Garage i i i Job #: 685 Bungalow Lane Home Energy Solutions Inc. Scale: 1 : 127 Performed by Katelyn Maieski for: Page e 2 187 East Main Street Right-Suite@ Universal 2023 685 Bungalow Lane Huntington,NY 11743 23.0.05 RSU20822 Mattituck,NY 11952 Phone:631-673-0664 2024-Apr-16 14:20:21 gdlamay3@gmail.com ...\685 Bungalow Lane Mattituck.ru 2nd Floor Master sedrtrs>m .05 cfm 205 chy S" Ax12 -6x 12 42 cfm 600 cfm lox MasiciUlit 12 x'2, 6 .�'.12x 1L; 91,im OLcftn rVIastc:r-Bath Job#: 685 Bungalow Lane Home Energy Solutions Inc. Scale: 1 : 127 Performed by Katelyn Maieski for: Page 3 187 East Main Street Right-Suite®Universal 2023 685 Bungalow Lane Huntington,NY 11743 23.0.05 RSU20822 Mattituck,NY 11952 Phone:631-673-0664 2024-Apr-16 14:20:21 gdlamay3@gmail.com ...\685 Bungalow Lane_Mattituck.ru Evan T.Steffens Nationalgrid Senior Supervisor Gas Customer Connections,NY April 30, 2024 Mikhail & Jennifer Rakhmanine 6488 Forest Knoll Court Allentown, PA 18106 E-Mail: RACI�IFL(a)NFWOODWORKS.COM National Grid WO#: T 102612502 Service Address: 685 Bungalow Lane Mattituck, NY 11952 To Whom it may concern, This Letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line. By Law, excavators and contractors working in New York City and Nassau and Suffolk Counties must contact New York"811" at least 2 full business days, not including the day of contact, prior to digging by calling "811" or by using the website https://newyork- 811,com/. This confirmation letter of no active gas service line to the subject property does not relieve the excavator of contacting NY"811". If you have any further questions, kindly contact me at 833-359-0645. Respectfully, Evan T. Ste ens Senior Supervisor Gas Customer Connections NY 1650 Islip Ave,Brentwood NY 11717 T:833-359-0645 evan.steffens(alnationalgrid.com ngridlirudprocessing(i1nationalaid.corn FIELD,11NSPECTION REPORT DATE COMMENTS FOUNDATION (IST) ---------- ------------------------- FOUNDATION (2ND) r�!•a�� �GZAiL/ tG / CJ,�-• /10V/o�2 �¢S-hv�� ^� ROUGH FRAMING& PLUMBING 1 } °� n �• O .An INSULATION PER N.Y. STATE ENERGY CODE tiff Cwjk . t� FINAL i ADDITIONAL COMMENT ' Iv • 2.1 • 24 182( o-c� 3f C 0 r c4 107 7 3S Ifedr�r� V AL-- -,Z (a - ,2Sr fie✓ Ccr � C romS1.194 Ill ko ~� - -�S ros a- ro -� ti C id J � x b o � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold NY 11971-0959 p Telephone (631) 765-1802 Fax (631) 765-9502 https://Nvww.southoldtowntiy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: APR 2 6 2024 Application's'and forms must be filled out,iri their entirety, Incomplete applications wEll not e accepted Where the�Applrcant�s_not the owner,an ,, Owner.'s Authar�zation �.. Date:04/22/2024 OWNERS1 OF PROPERTY. Mikhail&Jennifer Rakhmnine living Trust 100a123-3-9 Name: SCTM # a Project Address:6&2 ungalow lane Mattituck NY 11952 Phone#:610 762 0795 Email: jmrak91 @hotmail.corn Mailing Address:6488 Forest Knoll Court , Allentown PA 18106 CONTACTP�RSON• `� � � Name:Mikhail Rakhmanine Mailing Address:6488 Forest Knoll Court ,Allentown PA 18.106 Phone#:610 762 0795 Email:rnrak91 @hotmail.com DESIGN 1PROFESSIONAL INFORMATION K t Name:Christopher Jeffrey,Architects Mailing.Address:11 Sheridan Road Hampton Bays .NY 11946 Phone#:631 594 5485 Email:Chris@Christopherjeffrey.com CONTRACTOR INFORMATION Name:Scott Edgett North Fork Woodworks Mailing Address:PO BOX 1407, Southold NY 119.71 Phone#:631 298 7900 Email:guild@NFwoodworks.com DESCRIPTION OF PROPOSED CONSTRUCTION s ❑New Structure ®Addition ❑Alteration ❑Repair ®Demolition Estimated Cost_of Project: ❑Other Renovation $ 2000000 Will the lot be re-graded? ®Yes ONO Will excess fill be removed from premises? ❑Yes ®No 1 RROPERTY.INFORMATION' Existing use of property:resldential Intended use of property:residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R 40 this property? ❑Yes ANo IF YES, PROVIDE A COPY. Check Box After Reading The owner/contractor/design professiorRai is responsible for all c�ramage and storm water issues as pravjded by Cha ter 236 of the Town Code APPLICATION IS HEREBY MADE to the=Building.pepartment for the issuance of a;Building Permit pursuant to the Building Zone. P Ortlinance of she Town of South'oid,Suffolk;County,New York,and other applicable laws,',Ordinances or Rep la`tions,;for thaconstruction ofbuildings, • .. . additions,alterations or for removal or demolition�as herein described.The applicant,agrees to comply with all4oplicable laws,ordmances,.building,,code housii g.code and regulations and to admit"authorized inspectors on premises antl:in buildmg(s)46rfnecessary inspections.False statements made herein are . punishable as a Class Alnisdemeaporpursuantto Section 210 45 of the New York Mikhail and Jennifer Rakhmanine State Penal law: Application Submitted By(print name): ❑Authorized Agent BOwner Commonwealth of Pennsylvania-Notary Seal MOUNA SAFI-Notary Public STATE OF NEW YORK) Lehigh County My Commission Expires January 12.202B SS: commission Number 1294003 COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individua gning con`tractf above named, (S)he is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this _2�day of L , 20- Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 r , O��gOFFO[K�oG TOWN OF SOUTHOLD—BUILDING DEPARTMENT N 2 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • o� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUIL L `�g5�i��0irA For Office Use Only y L1� G (L �I W11 It PERMIT NO. Building Inspector: MAR 1 3 2023 Applications and.forms must:be filled out,in their entirety.lncdrnplete L4.6OWINU DE PT i� s VVN OFF,00TH0LD ,applications will not:be accepted. Where the Applicant is not,the..owner,an Owner's Authoraationfo"rm(Page 21 shall be.completed. Date:. 03. OWNER(S)'OF PROPERTY Name: 114iKI1Alt- eAKHMA'VJX15 SCTM# 1000- Project Address;-6$5' 6 w,n A L-aw A_T I_ If Al Phone#: !'/O 742 0741 S Email: 1"P_A.A 114b O M Mailing-Address: 6yJW fvAEST Ze GO cc pwp PA 181crJ6 ='CONTACT-PERSON Name: KN A I A 11 MA Y Mailing Address: Pho ob ne#: �' 10 7d 2 07 q Email: /VxK- (I co M ".DESIGN.PROFESSIONAL INFO//RMATI ON Name: Ch �t.c2 J e- Mailing Address: l S' '�Q� ,eo ,Q y,}/y -AW at3S /i/y !/ V q6 Phone#: G 3 ^�9y S yt�S Email: Ch!iA ChR%S 2R e Imm, Ld CONTRACTOR I.NFARMATICCON: Name: Mailing Address: �0 goX /y07 foC'C 0 7/ Phone#: Z q,8 7q DO Email: (A I LO 4 Alf W-004WORKS. GOM nVCr6IDTIf1N AC DDADACCII f ANCTRI.ICTIAN s ❑New Structure ((Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other R ENO✓a-t%D r $ /0000 000 Will the lot be re-graded? ❑Yes 9No Will excess fill be removed from premises? ❑Yes XNo 1 PROPERTY INFORMATION Existing use of property: Q Intended use of property: p� Zone or use district in which'premises is situated: Are there any covenants and restrictions with respect to tpo this property? ❑Yes;KNo IF YES, PROVIDE A COPY. rCheck BOx After Reading ;Yhe owner/contractor/design=p�e s o I �"dnsible for alfdrainage and storm water issues as provided:by hapter 236,of'the Town Code;,APPLICATION IS HEREBY MADE to the Building Departmenfor the Issuance of a Building Permit pursuant to the Building Zone Ordlnanceof the Tow of Southold,Suffolk,County,New York and other.applicable Laws,Ordinances"or Regulations,for the construction of buildings, additions;alterations odor remoJafor 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 buildings)for,necessary inspections.False statements made herein are. _ punishable as asA m Clasisdemeanor pursuant to Section 230.45'of the New York State Penal Law Application Submitted By(print name): ,,`(I��p� - 1 ❑Authorized Agent wrier Signature of Applicant: Date: 3 1l Z 3 STATE OF NEW YORK) SS: COUNTY OF SA; �) Yyl ( G I I 6,k4wayLkyl,"�_being duly sworn, deposes and says-that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the yP (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to. make and file this application;.that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of 20 Notrgry Public `I�SATEpp", DdwA0rlowsU ARY'':: Notary Public,State of New York KW `*� PUEst�c No.01OR6280392 PROPERTY OWNER AUTH0R1lZAT10M= .,,, Qualified in Suffolk- ounty / (Where the applicant is not the owner) v�ii ��•`' CoIltlrnissioExphes OS/13/10�5 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: April 11, 2023 TO: Rakhmanine M&&JV Revoc Trt 6488 Forest Knoll Ct Allentown, PA 18106 Please take notice that your application dated March 13, 2023: For permit to: demolish by Southold Town definition) an existing single family dwelling and construct a new two story single-family dwelling at: Location of property: 685 Bungalow Lane, Mattituck,NY County Tax Map No. 1000 - Section 123 Block 3 Lot 9 Is returned herewith and disapproved on the following grounds: The proposed new construction, on this nonconforming 31,122 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring between 20,000 to 39,999 square feet in total size require a side yard setback of 15 feet and a required combined side yard setback of 35 feet. The proposed construction will have a side yard setback of 4.6 feet and a combined side yard setback of 24.80 feet. J42&S24 0_� '�)WWA Authorized SWature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. P ^ BOARD MEMBERS �� � � Southold Town Hall b9 Le§lie Kanes Weisman, Chairperson 'w`� �4�® 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) COUNTI Southold,NY 11971 http://southoldtownny.gov RECEIVED S E P 2 7 2023 "``J ZONING BOARD OF APPEALS �s �.� (AIM TOWN OF SOUTHOLD S 2 S 2023 Tel. (631) 765-1809 FINDINGS, DELIBERATIONS AND DETERMINATION S®uth®ld ®wn Clerk MEETING OF SEPTEMBER 21, 2023 ZBA FILE: #7814 NAME OF APPLICANT: Mikhail and Jennifer V. Rakhmanine, as Trustees PROPERTY LOCATION: 685 Bungalow Lane, Mattituck, NY SCTM#1000-123-3-9 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 I1 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 thru A14-25, and the Suffolk County Department of Planning issued its reply dated June 5,2023,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: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated August 22, 2023. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available, it is recommended that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: The subject property is a nonconforming 31,122 square foot parcel located in the Residential R-40 Zoning District. The northeasterly property line measures 260.00 feet, the southeasterly line measures 146.51 feet and is adjacent to Deep Hole Creek, the westerly property line measures 125.00 feet and is adjacent to Bungalow Lane. The current dwelling is a one-story frame residence with a detached 22 feet by 22 feet garage as shown on the survey map prepared by Ward Brooks, LS and last revised October 19, 2022. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124; and the Building Inspector's April 11, 2023 Notice of Disapproval based on an application for a permit to demolish (by Southold Town definition)an existing single-family dwelling and construct a new two-story single-family dwelling; at 1) less than the code required minimum side yard setback of 15 feet; 2) less than the code required minimum combined side yard setback of 35 feet; located at 685 Bungalow Lane, (Adj. to Deep Hole Creek), Mattituck, NY. SCTM41000- 123-3-9. RELIEF REQUESTED: The applicants request variances to demolish (by Southold Town definition) an existing single-family dwelling and construct a new two-story structure. The proposed new construction, on this nonconforming 31,122 square foot lot is not permitted pursuant to Article XXIII, Section 280-124; lots measuring between 20,000 to. 39,999 square feet in total size require a side yard setback of 15 feet and a required combined a Page 2, September 21,2023 #7814, Rakhamine SCTM No. 1000-123-3-9 side yard setback of 35 feet. The proposed construction will have a side yard setback of 4.6 feet and a combined side yard setback of 24.80 feet. The Site Plan drawings show the new proposed footprint will maintain the pre-existing nonconforming setback of 4.6 feet from the western side yard and establish a conforming setback of 20.2 feet from the eastern side yard for a combined side yard setback of 24.8 feet where a 15-foot side yard setback and 35-foot combined side yard setback are required. ADDITIONAL INFORMATION: The Zoning Board has received six letters of support from neighbors. The Southold Board of Trustees Permit 9 10269 approved a wetland permit to demolish the existing detached garage, concrete patio, and portions of the driveway and to reconstruct the current one-story dwelling with a one-story addition along with a two-story addition connected to a new two-car garage, add a new rear patio, and front patio,, abandon the old rear yard sanitary system and install a new Innovative Advanced(I/A) low-nitrogen sanitary system in the front yard, along with the replacement of trees. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on September 7, 2023 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 &267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This waterfront community is characterized by one- and two- story dwellings varying in size. Due to lot sizes throughout the community, the majority of residences have nonconforming side yard setbacks. This application poses no undesirable change to the neighborhood. 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 lot width makes it difficult to utilize the space while conforming to side yard setbacks. The applicants are seeking to retain as much of the original house as possible, including the entire footprint, foundation, and framing. Since the proposed construction is deemed a demolition, variance relief is required for the pre-existing nonconforming side yard setbacks. 3. Town Law§267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 69%relief from the code for the single side yard setback, and 29% relief from the code for the combined side yard setback. However, there is no increase in the pre-existing nonconformity and the applicant does not propose any expansion of the footprint of the structure. 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 in 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 V67-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of alterations, additions and the expansion of a single family residence with garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3, September 21,2023 #7814, Rakhamine SCTM No. 1000-123-3-9 RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Dantes, and duly carried, to GRANT the variances as applied for, and shown on the on the survey prepared by Ward Brooks, LS, last revised October 19, 2022 and the Architectural Plans (Sheets A-101 thru A-104, A-201, A-202, A-301) prepared by Christopher Jeffrey, Architect, last revised May 9, 2023. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a new Innovative Advanced(IA) Waste Water Treatment system approved by the Suffolk County Department of Health Services. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued 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. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey, site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop World Order, 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, demolitions, or demolitions exceeding the scope of the relief granted herein, 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. I TIME LIMITS ON THIS APPROVAL: 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 (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. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME Page 4, September 21,2023 97814, Rakhamine SCTM No. 1000-123-3-9 FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Planamento, Acampora, and Dantes(3-0)(Members Weisman and Lehnert Absent). is o S J. anamento, Vice Chair App ed for filing ---/2023 6':+�'t .r.4,1. 1(y S ✓' :� 1'P•• 'rq ••1 �•. i., .:q G, °� � c _ G'. 4 .�. (� '�ffiYA'8'J�'iiY1NJH.^.7L'iF�'d&'1%P::IIs�*P...uKII9FlG'L5'SFASS�;ett6l'�IIiL�tL'r°YRR;'rUCl.�S�C:°1�LRA`rYetRd�S'a3'2>`,�97Af8EEr'.'S4<.'�''_'i��a:Ll1S7Lt.�'C�•1F'27f4"..e•'SC?a�i•.:rw.3.•?��'"J(Cs>s232sz::Ti"dASffi'�4�_! .� �• An M BOARD OF SOUTHOLD TOWN TRUSTEES = \r SOUTHOLD,NEW YORK s PERMIT NO. 10269 DATE: NOVEMBER 16,2022 = w ISSUED TO: MIIK]EIAIL& JENNIFER RAKFEVIANINE PROPERTY ADDRESS: 685 BUNGALOW LANE,MATTITUCK w SCTM#1000-123-3-9 AUTHORIZATION ' Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in %. p - accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 16, 2022, r F : + and in consideration of application fee in the sum of$250.00 paid by Mikhail & Jennifer Rakhmanine and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing 22'x22' detached garage,concrete patio,and portions of ;. "r driveway; demolition(project meets Town Code definition of demolition)and reconstruction of l existing 40.2'x44.2' one-story dwelling and construct a 14.5'x27.4' one-story addition attached •_ to existing dwelling and new 21.5'x31.3' two-story addition connected to new 21.5'x22.4' two- Y; ' car garage; proposed 21.5'x13' rear patio and 5'x14.5' front patio; abandon existing rear yard _ sanitary system and install an I/A low-nitrogen sanitary system in the front yard;with the `= a'• `w condition of a 1:1 tree replacement,using native hardwoods; and as depicted on the revised site 6. plan prepared by Christopher Jeffrey RA,last dated November 22,2022,and stamped ;�F. approved on December 15,2022. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the day and year first above written. i - y . . ;�'"_ � nucno�a�s�+1,'a�uss�•s'ar�;maw:6urki�im�ss�sbar�..ker,:�ac��a�s�ax��c•�scro-t���,��vtcvs�� .�ux•+z�s;�-azscc�so�x�a�.,,.,^xt�s�s�w^sc�rsa�ux�sa'azrsa�,.xr�� 'ems;� �/ �^ p+ b.•�:ad"�= � Lam•�,4Y° '<e:G',..`J Y `��'_'�.t;,d. +sy".' �1 '�...c°r`r" .� ,✓ ,� y:, '•.++ ;.4'°- ,` 5o 6 Town Hall Annex Glenn Goldsmith,President 54375 Route 25 Nicholas Krupski,Vice President ire_ Q P.O.Box 1179 Eric Sepenoski Southold,New York 11971 s '' . Liz Gillooly CA Telephone(631) 765-1892 G'' Joseph Finora ' Fax(631) 765-6641 • • Y� - 't 1 BOARD OF TOWN TRUSTEES N _ B N26 TOWN OF SOUTHOLD J [ iai]Tiirs�3 elt��s-,y trnp-nt CERTIFICATE OF COMPLIANCE ::),d#2378 C Date: June.$, 2026 THIS CERTIFIES that the demolition of existing 22'x22'detached garage- concrete.patio,and portions of driveway,demolition'and reconstruction of existing 40 2'x44.2'one-story dwelling and construction of a 14 5'x27 4'one-story addition attached to existing dwelling-and 21.5'x31.3'two-story addition connected to 21 5'x22 4'two car'ara e-21 5'x13'rear.patto and 5'x14 5'front patio4 extension of ravel walkwa and steps b 5' in width and 32' inten th in rear of dwellingand 5' x S.' on side corner .of dwelling installation of a°5'x8' outdoor shower on east side of garage• abandonment-of existing rear. yard'sanitarYvstem and installation of an I/A low-nitrogen:saniim system in the frontyard, At 685 BiinyWow Lane;Mattituck Suffolk County Tax Map#1000- 223-3-9 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 6,2022 pursuant to which Trustees Wetland Permit#10269 Dated November 16,2022,was issued and Amended May 14,2025 and conforms to all of the requirements and conditions of the applicable provisions of law. The project i I for which this certificate is being issued is for the demolition of existing 22'x22'detached gar a a concrete atio and onions of.drivewa •demolition and reconstruction of existing 40.2'x44.2' one story dwelling and construction of a 14 5'x27 4'one-story addition attached to existing dwelling and I 21 S'x31.3' :)-stojy addition connected to 21.5'x22.4'two-cargarage;,21.5'xl3' rear Ratio and 5'x14.5! front patio extension of gravel walkway and steps by 5' in width an 32'in length in rear of dwelling and 1 5'x 8'on side corner of dwelling installation of a 5'x8' outdoor shower on east side of garage, abandonment of existing rear yard sanitary system.and.mstallation of an T/A low-nitro en sanrta s stem in the front yard. The certificate is issued to MIKHAIL&JENNIFER RAKHMANINE owners of the aforesaid E property. i Authorized Signature I t f NEIW YORK S'I'A'fI? UI;1'Al2"I'f191:N'T'f..)1 ENVIRONMEWFAL,CONSERVATION f,uility DEC ID 1-4738-04830 PERMIT Under the Environmental Conservation .Law EC--.1.. -------..._..-_._-._...._......._....._......__.....................................................__......................__..__.--_..._.----- -- __--- - fPei-mittee and Facility Information L -- .... ._........_..............................._..._......_.......__........................_..._..................--- --—-...---------- --._.. Permit Issued To: Facility: MIKI-IAIL, RAKI-IMANINL RAK.I-IMANINI PROPERTY 6488 FOREST KNOLL... CT 685 BUNGALOW L,NI1000-123-3-9 AI.,L.EN'1'OWN. PA 18106 MAI"T'1TUCK, NY 11952 Facility Application Contact: JI='FFIZI Y PA"T'ANJO PO BOX 582 BOHEMIA, NY 11716-0582 (631) 487-5290 Facility Location: in SOUTI.IOLD in SUFFC)L,K COUNTY Facility Principal Reference Point: NYTM-I: : 709.14-8 NYTM-N: 4540.367 Latitude: 40°59'15.7" Longitude: 72°30'49.4" Authorized Activity: Reconstruction of a single family dwelling and the installation of an Innovative/Alternative On-Site Wastewater Treatment System. All work must be done according to the plans prepared by Ward Brooks, last revised 1/18/2023 and 4/5/2022, both stamped NYSD]3C approved 2/16/2023. ICES. Pei-mi$ Authorizations Tidal Wetlands - Under Article 25 Pcrmit II) 1-47 38-048 30/00004 New Permit Elective Date: 2/16/2023 Expiration Date: 2/15/2028 NYSDEC Approval _._.._... _..----------..._...._....._....------- By acceptance of this permit, the permitter agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: KEVIN A KISPI RT. Deputy Pcrmit Administrator Address: NYSI:.)L?C Recion 1 I Ieadquarters SIJNY (u), Stony I3rookJ50 Circle Rd Stony Brook, NY 1 1 790 -3409 Authorized Signatur Date e: G - � .........__......._................. .................. _....... _.... ..._......._._......_.._.._... .._.__._.__.-. --....._.. Pale 1 of 6 Aft NEW YORK ST•ATI? CONSERVATION � Facility DFC ID 1-4738-0-1$30 f Distribution List JL-,' I'RI;Y I'ATANJO Bureau of Marine Ilabitat Protection Elyssa E Scott ..................... _ _ .._....__............. ____-____ - _ _ _ __ _--------------.---_-...__._.._._......._....__..............................__........................__................_......_...._Permit Components ------- ------ ------- __ ......................................................._.__........................................_.._._............._.............................................. _...................................................... .. .._ ------� NATIJRAI... RI SOI.IRCI I)ERMI'T CONDITIONS GI NF`.RAL CONDITIONS, APPLY TO ALL A[J'1'I-IOIZIZED I'I--RN41'1'S NOTII"ICATION Oh OITIER PERMIT'l-EE OBLIGATIONS -...........__....._.. - -- ---_ _.._......._.__........_.............._...---.._._._....................__.............__......--..--..—-- NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS L._.__—..._.—.__._....................._......__........___......_...... __—._ —_._________.__..._...._._._.._....._.__.._.....__.._.__..._._.,_ 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the pernaittee and contractor shall sign and return the top portion of the enclosed notification fi:n•rn certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of' the completed work. 3. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Ward Brooks, last revised 1/18/2023 and 4/5/2022. a. [Materials .Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be imrriLdiately and completely disposed ofin an authorized solid waste management: facility. These materials shall be suitably stabilized as not to re-enter any water body, wetland or wetland adjacent area. 5. No Construction )Debris in Wetland or Adjacent Area Any debris or excess material from Construct loll of this project shall be completely removed from the ad.lacent area (Upland) and removed to an approved upland area for disposal. No debris is permitted in wc(lands and/or protected buffer areas. 6. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 7. [Maintain .Erosion ("ontrols All erosion control devices shall be maintained in good and functional condition until the project has been completed and the area has been stabilized. Page 2 of 6 AM a.� NE1W YORK STATE D1:F'Al2"('iv11 N"i 01 1?NVIRON�1F N"TAL CONSERVATION Facility DE CAD ID 1-4738-04830 8. Concrete Leachate During construction, no wet Or fresh concrete or Icachate shall be allowed to escape into any wetlands or waters o.f New York State; nor shall �'Niashings trolls ready-mixed concrete trucks. mixers, or other devices be allowed to enter any wetland or waters. Only watertight or Waterproof,torills shall be used. Wet concrete shall not be poured to displac:c water within the forms. 9. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 10. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 11. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) inullediately following project completion or prior to permit expiration, whichever comes first. I:f the project site remains Inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 12. Clean Fill Only All fill shall consist of clean sand, gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris). 13. Establish Vegetated Huffer ''o protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. "There shall be no disturbance to the natural vegetation or topography within the 10' non turf buffer zone as shown on the approved plans. 14. Install,Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 15. Authorized Innovative/Alternative Onsite Wastewater Treatment Systems (I/A OWTS) Septic Systems ''his permit authorizes the installation of any mocicls of I/A OWTS septic system which have received the approval of the Suffolk County Department of`I Iealth Services (SCDI I.S). If SCDHS rescinds its approval of one or more of these models during the term of this permit, DEC will no longer approve new installations of that model. "i'Ile list of I/n OWNS systems which have received approval by SCI:)HS are found on the Suffolk County Website under the Reclaim Our Water- Homeowner section at: Overview of Provisionallv Approved Technologies. 16. Maintenance of Installed innovative/:alternative Onsite Wastewater Treatment Systems (I/A OWTS) The permittee must maintain, service and repair the installed I/A OW"f'S in accordance with the nlainte]'lance Schedule set forth in the Suffolk County UCpartlllent of 1-lealth Services (SC D}:IS) pertrlit issued for the system. Page 3 of 6 AM sa NI"W YORK STATI, DEPAT2'rMEiNT 01, ENVIRONN7ENTA1,CONSERVATION � Facility DEC ID 1-4738-04830 17. 'Tidal Wetland Covenant The pernnit.tee shall incorporate the attached Covenant (Or similar Department-approved language) to the deed fbr the property where the project will be conducted and file it with the Clerk of SUhFC:)LK County within 30 days ofthe effective date ofthis pennit. `this deed covenant sliall run With the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective dale of this permit to Marine IIabltat Protection NYSDIC Region I Ileadquarters SUNY 0) Stony BrookJ50 Circle Rd Stony.Brook, NYl 1790 -3409 Attn: Compliance I& Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sedirnents, :fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project.. 19. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which limy be caused by or result:from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 20. State May Order Removal or Alteration of Work If IALIN operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation It shall cause unreasonable obstruction to the free navigation of'said waters or flood flows or endanger the health, safety or welfare of'the people of. the State, or cause loss or destruction of'the natural reSOUrces of the State, the owner may be ordered by the Department to remove or alter the structural work; obstructions, or hazards caused thereby without expense to the State, and if, upon the expirations or revocation of this permit, the structure, fill, excavation, or other rnodification of the watercourse hereby authorized shall not be completed,the owners, shall, without expense to the State, and to such extent and in such time and manner as the *Department of Environmental Conservation may require, remove all or any portioii of the uncompleted structure or fill and restore to its fornser Condition the navigable and flood capacity of the watercourse. No claim shall be macle against the State ofNew York on account of any such removal or alteration. 21. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not. been completed, the applicant shall, WithOUt expense; to the State, and to such extent and In such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion oi'the uncompleted structure or fill and restore the site to its fbrrner condition. No claim shall be rnadc against the State ofNew York on account of'any such rcnioval or alteration. Page 4 of 6 AM NEW YORK STATE 1)1;;l-All'I'Mi�'N'1'01,' ENVIIZoNMI',"N'TAI,CONS E,RVATI ON F'acifitv DE.0 ID 1-4738-0,1830 _ __ _ _ ................ .... ............................................................. .................. _.-1 GENERAL CONDITIONS - Apply to ALL Authorized Permits: L .................................... .................................................................................................................... -—----------------------W................................. I. Facility Inspection by The Department The peri-nitted site or lacility, Including relevant records, is sub*ject to inspection at reasonable hours and intervals by an authorized representative of the Department of E.nvironniental Conservation (the .Department) to determine whether the permittee is complying with this permit and the I CL Such representative may order the work suspended pursuant to E'CL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy ofthis permit, including all referenced maps, drawings and special conditions, must be available f'or inspection by the Department at all times at the project site or flicility. Failure to prod-Lice a copy of the IM-111it upon request by a Department representative is a violation or this permit. 2. Relationship of this Permit to Other.Departnicnt Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers "I"he permittee Must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of app -tr,ansfer ai-e to be submitted to: licatIions Im-permit renewal, niodification of Regional Permit Administrator NYSDEC Region I Hcadquarters SUNY (y), Stony BrookJ50 Circle Rd Stony Brook, NY 11790 -3409 4. Submission of Renewal Application The permittee Must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department 1-he Department reserves the rioI-- lit to exercise all available authority to modify, suspend or revoke this permit. 'I"he grounds for modification, suspension or revocation include: a, niater ally false or inaccurate statenients in the permit application or supporting) papers; b. 1111hire by the perinittee to comply with any terms or conditions of the permit. c. exceeding the scope of the protect as described in the permit application; d. nev\dy discovered material information oi• a material chari'le In environmental conditions. relevant technology or applicable law or regulations since the Issuance of existing perrilit; Paac 5of 6 k_1 Am 111kno Nl,',W PORK STA'1'I DEPARTM1*-WJ*Ot' RNVIROiNMENTA1. CONSERVATION racitily DE.CID 1-4738•-04830 c. noncompliance \with previously Issued perrlllt conditions, orders of the commissioner, any provisions of'tile 1:11vironnlental ('onservation Law or regulations of the Department related to the permitted activity. G. Permit Transfer .Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of' ownership. r— _.._......_............................_.........._................— -- ------..........._....._._................................................................................................................._ -- -_ ._..... NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification T'he permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Uepartment of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DU."') for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittec's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, sluts, or actions naming the DEC and arising under Article 78 of the New York Civil Practice L..aws and Rules or any citizen suit or civil rights provision under federal or stage laws. Item 13: Permittec's Contractors to Comply with .Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed .for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible :for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or.Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the; permuted work nor doCS it authOrlZC the impairrileilt of any Lights, title, of interest in real or personal property held or vested In a person not a party to the permit. Page 6 off) BUILDING DEPARTMENT-Electrical Inspector G TOWN OF SOUTHOLD d Town Hall Annex- 54375 Main Road - PO Box 1179 ca Southol", ew York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 1 rogerr —southoldtownny 4ov— seandCa southoidtownny.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: � ` l y Company Name: r-, C L ! ' Electrician's Name: License No.:M(zr-g Vol I Elea. email: a /t7vMeaSf 1 00 Elec. Phone No: 31 GAS 9 request 6n email copy of Certificate of Compliance Elec.Address.: JOB SITE INFORMATION (All information Required) Name: 4rv11'-Ir Res i O t-"(L Address: (� ,( ✓�� / Co�v ��� /✓t r C Cross Street: Phone No.: J 6 Bldg.Permit#: email: Xo Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF ORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ©�N tc) u, 6,. �6-2 V1 c D(9 Square Footage: Circle All That Apply: /Co8 Is job ready for Inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES a NO Issued On Temp Information: (Ail Information required) Service Size 1 Ph 73 Ph Size: c-,206 A # Meters Old Meter# ❑New Service0 Fire Reconnect[]Flood Reconnect-Senrice Reconnect Underground[]Overhead ad Underground Laterals 1 M2 K�_H Frame Pole Work done on Service? My Additional Information: PAYMENT DUE WITH APPLICATION 51 L( !:>OLI.1& P -01.y �osufFot�-oo �O Gy BUILDING DEPARTMENT-Electrical Inspector c .'� TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �*A �a0�� Telephone(631) 765-1802 Q Temporary Certificate # ((f 8 1 Date U 2024 Customer Name �k�VA,%jjjjne_ WI+JV K6V6c I Electrician Name Ra4i' llec&v I` Clo L. Address bSC (W Phone .? g% ggaV e-mail Iphuyr a G6 e-mail Phone License# _840 9/ Size POp A Phase_�Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from th a abo Authorized by BUILDING DEPARTMENT-Electrical-Ins r TOWN OF SOUTHOLD1..!) Town Haff Annex- 54375 Main Roa ;;-PO L'CL117 J ? 2024. r.. t Southol^, ew York 11971"'459 Telephone(631)765-1802 - FAX(631)765-9502 roaerrCaksoutholdtawnnv oov seandt�isnuth6l dvW-lik aov " A APPLICATION FOR ELECTRICAL INSPEQ110N 7ELECTRICIAN INFORMATION (Ail Informatlon Required) Date: S � Name: C t 'Electricians Name: KEIVE License No.:�(�-�Vol/ Eiec. -east � ay. 0� ernaii: � lA+���' request small copy of Cer" a of Compliance Elec. Phone No: 1. Elec.Address.: JOB SITE INFORMATION (Ail Information Required) Name: �A V 14 mA zJ JAI � �--s1/2 61�1 Address: Lo vJ Jh� rrv�TC Cross Street: Phone No.: 60- SIdg.Permit#: 5 C) ,3 small: d Tax Map Dlstflct: 1000 Sectlon: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FO OTAG (Please Print Clearly}: S uare Foota e: Circle All That Apply: Is job ready for inspection?: YES Q Rough In Final Do you need a Temp Certificate?: ' a YESjN0 NO issued On r19 mp Information: (Ail Information required) Old Meter# Service SizeEl1 Ph a3 Ph Size: ..® #Meters []New Serviced Fire Reconnect[]Ffood Reconnect0service Reconnect{'Underground[)Overhead #Undo round Laterals 1 2 H Frame POie Word done on Services? Y N Additional Information: eev�ue:!►lr dt1E lMTH APPLICATION PERMIT# 'Address: Switches Outlets >jr,J�K if®O 6 i5 G F I's fV JAI., Surface (,o Sconces S H H's S 'Z� Z 13 tb UC Lts Fridge I HW POOL Panel Fans Mini Fr. I W/D Pump Exhaust Oven t2 ARA SUMP Heater Trnsfmr Smokes DWI Generator Salt Gen. Water Bond Carbdn-', Micro L ,; G-rb-Dis Lights Heat 3 Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo `<5 % Cooktop Minisplit Blower AC III AH 11 Hood Blower Service Amps 20 Have p y Used 50 Sub ( Amps COD Have 3o Used Comments / sevi - i► eJ�- m a- V = 14 BUILDING DEPARTMENT-Electrical-insr TOWN OF SOUTHOLD° Town Hail Annex-54376 Main Roe ' 0 Bgo�xx 117 Southold!New York 11971.i 9�c 2024 Telephone 631 765.1802-FAX(631)765-9502 roaerAgoutholdtov�nnv gov�sea dfMsoutholdtQ:=hV ov,,� r . .. . al APPLICATION FOR ELECTRICAL IN_V_SECTION ELECTRICIAN' INFORMATION (Aii information Required) Date: S oZ-- Company Name: Electrician's Name: kak License No.: L�- Q9! Elec.email: InyFh east _ s 0� request mail copy of Certificate of Compliance Elec. Phone No: 1 qu Elea Address,: r SITE INFORMATION (All Information Required) Name: 9 M L r-5112 C� Address: L0 v✓ �►� irvciC Cross Street: Phone No.: - (K BldgRerrnit#: so P- y small: bum Ad1 , a Tax Ma `Qistrict: 1 000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE:`SQUARE OOTAG (PleasS'Print CISS11y}: 'S uar�Foota ,e: Circle All That Apply: Is Job ready for Inspection'?: � YES gN0 [3Rough In r7 Final Do you need a Temp Certificate?: ; 11 YES NO Issued On Temp Information: (Ail Information required) Service Slzer71 Ph C]3 Ph Size: ,�A #Meters Old Meter# ❑New Serwce[]Fire Reconnect[]Flood Reconnect[389n Ice Reconnect-MUnderamund[]Overhead #Underground-Laterals 1 r12 rl H Frame Pole Work done an Service? El Y 171N Additional Information: PAYMENT Dt9E WITH APPLICATI i (� ��o ftc* 103934 DISAPPROVAL - r / T/MON r r ,t p�51 cM 1 / FD r r r r r �ry5 3.9'I DO. HVVM cl) JNVdM 1 L. 20, lu 4.1' J6 I SETBACK ti0 J O p, I O� Q \140�� g 1pO I 6.8' u0 2 / to p 3.5' II o00� � a LOT AREA=31,122 S.F. p 5.81 / EXISTING SANITARY SYSTEM CID / ADJACENT AREA(UPLAND)=29,672 S.F. N / (TO BE REMOVED&INFILLED) / v I CP O I /' I Idl i 7 FE.5.5 W W I 2 T:5' I w / 10.5' PROP;PATIO 8 / co U O I r/-OH 12.1" �i I• GATE / u? � CE EL=6.0't 40.2' S � 21.5' sn. � 4.60'E ] TESTEP �� v / 1 STY P OP. ;;' PROP. N v i — r 10.7' I FR RES NP�A %y .� / #685 FFLEL=12.4' ??bl- •q' J o I_ > I FFL EL=12_41' oPRO FVy•3G ,5\7, /- - FIR uiSGSRBH -C-PROP: / b 15.9' STOOP (SPY 2.12'W h- 14.92, 12.1' co 12.2' Z10.9'/ MAS CO CIE; 1 C J� 71� / d o / ATE WALK 2�•{S'OOr / ELECTRICFOR PROP UA UNIT STONE GAR W0 D �2 •2' I HYDRO ACTION ? WALK} RE=i AN500 C r J Q Ii WN/.L�� ° F / TREATMENT UNIUI Y��CONC. OfI� �a co I p{1 'Fh BLOC RlE .WALL. CL / 13.T o'r' �y I 'T7N Ll J FE.O.L. ORENCO r ¢ PUMP 13:23• J > ` �D-BOX (2)8-0/<8'DEEP LEACHPG POOLS 16.1' o o / 16. 15.5U' d' L - 5' 17.1' PRGO OP. ul Z :SANITARY � .SYSTEM U > l 50% It w U EXPANSION U Lu -1 to w HYD QN 00 2.1'N FD o > UP PPVEMEN 0.5'N 2 E/P 17.83' co WM FD a PIT > OF CM EIP 18'SA 12 FE.0.6'W FD y1 VOGE �9.3a N rg 40'5v, MAP OF DESCRIBED PROPERTY SITUATE AT MATTITUCK TOWN OF SOUTHOLD V SUFFOLK COUNTY, NEW YORK �� I II 1��1 ICI ALSO APPEAR ON j.®,! "MAP OF MARRATOOKA PARK" JUL /� FILED: 5/7/1914, FILE#19 r <+ CERTIFIED TO: MIKHAIL RAKHMANINE AND JENNIFER RAKHMANINE BLILDING DEPT FIDELITY NATIONAL TITLE INSURANCE COMPANY(TITLE No. 7404-010660) T01,1vtd 0FS0UT-i "i'l) ©COPYRIGHT 2022 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION SHALL RUN ONLY TO THE PERSON.THEIR INTEREST AND/OR ASSIGNS. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. SCALE 1"=30'(11"X17") ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209-2 OF THE NEW YORK STATE EDUCATION LAW. SCTM 1000-123.00-03.00-009.000 DO NOT SCALE FENCES.OFFSETS SUPERCEDE. SURVEYED:MARCH 11,2021 ELEVATIONS REFER TO NAVD'88INDICATED THUS 0_0'.PROPOSED ELEVATIONS INDICATED THUS FO.ul REVISED: 9,2022 LAND SURVEY LONG ISLAND.COM ��*��' 5 WARD BROOKS LAND SURVEYOR 11 OCEAN AVENUE ' in BLUE POINT, NY. 11715 MAR 2 p 2023 _ (631 ) 576-7794 (631 363-3179 � 11,cimG,DES \ 9 � Tovi1�l CI=?ill�'�BOLb� � ... WARDBROOKSO@GMAIL.COM FILE#11067 revisions date FRAMING NOTES I STATISTICAL DATA & DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NYS COMPLIANCE DATA _existingsituation 08_26-2021_ _pdated sisiteplan topociraphv) 10-29-2021 . 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED HEM-FIR'.LARCH STRUCTURAL GRADE NO.2(FB=115OPSI)OR BETTER. OWNERIAPPLICANT: MIKHAIL&JENNIFER RAKHMANINE (these are minimum requirements and my differ from actual construction techniques) _schematic design stage 12-10-2021 2. PRESSURE TREATED PILES TO BE 10"MIN.BUTT,MIN.12 TOIN BEARING CAPACITY PER PILE TO BE VERIFIED BY LICENSED ENGINEER.HAND DUG PILES TO schematic des! stage 12-13-2021 BE 5 FT.BELOW GRADE CONT. PROJECT LOCATION: 685 BUNGALOW LANE 301.1 -CLIMATE ZONE 4tA _design development stage 02-10-2022 3. ALL SHEATHING TO BE APA RATED,EXPOSURE 1,518"MIN.THICKNESS OR AS NOTED. MATTITUCK,TOWN OF SOUTHOLD,NY,11952 401.2 -COMPLIANCE METHOD:MANDATORY AND PRESCRIPTIVE PROVISIONS n desi develo Tent sta a 02-16-2022 4. ALL SUB-FLOORING TO BE APA RATED STURD-I-FLOOR,EXPOSURE 1,W MIN.THICKNESS,ALL EDGES OF PLYWOOD TO BE SET IN SOLID BLOCKING,GLUE 402.1.2-EXTERIOR FRAMIE WALL CONSTRUCTION: DEC submission � � 02-23-2022 AND NAIL PLYWOOD SUB-FLOOR TO FLOOR JOISTS WITH BD)NAILS OR 1"O.S.B.SUB-FLOOR FOR 5A CONSTRUCTION. SCTM#- 1000.123,00.03.00.009.000 2X6 wood studs @ 16"o.c. desi q development sta a 06-23-2022 5. WALL SHEATHING NAILING REQUIREMENTS:ATTACH 518"EXTERIOR GRADE SHEATHING TO WALL FRAMING WITH 8D NAILS @ MIN.6"O.C.,EXTERIOR EDGES SCHD APPROVAL#- R-20 or 13+r5 R-13 cavity insulation plus R-5 continuous insulation int.or ext. nTOS building permit submission 08-30-2022 AND 8D @12"O.C.INTERMEDIATE WHEN BASIC WIND SPEED)IS GREATER THAN 100 MPH,EAVES AND GABLE END WALLS;AND 4"O.C.TO GABLE END WALL ZONING DISTRICT- R-40 1/2"exterior wood plywood sheathing(continuous) FRAMING AS PER R602.3(1). I FLOOD ZONE- NA 30 lb.bitumirnous felt building paper 6. ROOF SHEATHING NAILING REQUIREMENTS:ATTACH 5/8"EX(TERIOR GRADE SHEATHING TO ROOF FRAMING WITH 8D NAILS AT MIN.4"O.C.ON ALL BUTT I WIND ZONE- HV @ 130 MPH(high velocity) 402.2.1-CEILINGS W/ATTTI.,SPACES:R-49 cavity insulation(R-38 if 100%uncompressed extends over wall top plate). JOINTS AND IT O.C.IN THE FIELD.WITHIN 4'OF ROOF EDGE OR RIDGE SPACE 8D AT 4"O.C.WITHIN 5'OF GABLE USE 8D RING SHANK NAILS AT 6"O.C.USE I EXISTINGIPROPOSED FINISHED FLOOR HEIGHT- 12.41'abv.grade 402.2.2-CEILINGS W/O ATTIC SPACES:R-30 cavity insulation if 100%uncompressed extends over wall lop plate. 8D RING SHANK NAILS AT 4"O.C.AT GABLE END WALL OR GABLE TRUSS AS PER R602.3(1). I USE GROUP- R5 402.1.2-BASEMENT WALIL INSULATION:10/13,R-10 @ board insulation,R-13 cavity insulation. 7. ALL HEADERS 64"AND OVER SHALL BE SUPPORTED WITH[DOUBLE UPRIGHTS,9'-O"AND OVER TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MINIMUM OF 2 I CONSTRUCTION CLASS- 513 402.1.2-CRAWL SPACE V/VALL INSULATION:10/13,R-10 @ board insulation,R-13 cavity insulation. -2X8'S AS SHOWN ON DRAWING. I BUILDING CODE- 2020 RESIDENTIAL CODE OF NEW YORK STATE 402.1.2-FLOOR INSULATION OVER UNCONDITIONED SPACE:R-30 cavity insulation. 8. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND)FLOOR BEAMS PER N.Y.S.OR AS NOTED @ 8'-0"O.C.MIN.PROVIDE T SPACE FOR AIR 1 402.1.2-FENESTRATION(GLAZING MAXIMUMS:U-VALUE=.32&SHGC=.40(SKYLIGHT U-fctr=.55). CIRCULATION ON ROOFS. i _ Existing Proposed Required 402.1.2-SLAB ON GRADE FLOORS:R-5 under slab w/2ft,R-10 ridged foam board extending 2'-O"horizontally/vertical. 9. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS,STAIRS,ETC.)UNDER ALL TUBS OR AS NOTED ON DRAWINGS. 1 LOT AREA- 31,122 sq.ft. 31,122 sq.ft. 40,000 sq.ft,min. 402.2.4-ATTIC/CRAWL ACCESS THRU HTD:access scuttle will be weather stripped and insulated R-49/as appropriate. ,, u-) tc a E 10. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS.ALL 4X4'S TO BE SOLID 3'/2"X 3 1/2",ALL 6 X 61S TO BE ADJACENT AREA(UPLAND)- 29,672 sq.ft. 29,672 sq.ft. 402.4.1-BUILDING THERMAL ENVELOPE(air leakage):exterior walls and penetrations will be sealed per this section of the 2020 IECC R402.4.1.1 with caulk,gaskets, ;J 0 00 SOLID 51/2'"X 5'/2".PROVIDE 2X6 STUD WALLS FOR PLUMBIING WHERE INDICATED ON PLANS. LOT COVERAGE - 2,182 sq.ft.(7.35%) 3,592 sq.ft.(12.10%) 5,934 sq.ft.(20%of adjacent area max) weather stripping or an air blarrier of suitable material. ,a � () L) oD r r - C7 air. � ,c 11. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.ALL TREATED BUILDING COVERAGE- 2,182 sq.ft. 3,312 sq.ft. 402.4.2-FIREPLACES:all wood burning fireplaces will have tight fitting flue dampers and doors and outdoor combustiona y. LUMBER WILL REQUIRE STAINLESS STEEL FASTENERS,ANCHORS AND CONNECTORS. , LOT WIDTH- 125 ft. 125 ft. 150 ft.min. 402.4.5-RECESSED LIGHTING:recessed luminaries installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and un-conditioned O °i 0 q) .-1 C, 12.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BUILDING COME AS A MINIMUM.ALL 2X6 STUDS SHALL RECEIVE 5-1101D NAILS AT SILL PLATE.ALL EXTERIOR HEATED FOOTPRINT- 1,381 sq.ft. 1,637 sq.ft. spaces. � C') a) • d :< j NAILS ARE TO BE GALVANIZED. HEATED AREA- 1,885 sq.ft. 3,120 sq.ft. 403.1.1-THERMOSTAT:all dwelling units will have at least(1)programmable thermostat for each separate heating and cooling system per 2015 IECC section 403.1.1,where a �•- 10 . , _ CL c,4 13.ALL INTERIOR AND EXTERIOR FINISHES,FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. LIVABLE FLOOR AREA- 1,682 sq.ft. 2,942 sq.ft. 850 sq.ft.min heat pump system having supplementary electric resistance heat is used the thermostat shall prevent the supplementary heat from coming on when the heat pump can meet 14. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON H2.5A"OR heating load.Maintain temp..@ MIN.55 degrees and MAX.85 degrees. - ,r O CL Z APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIIDE HURRICANE CLIPS AT THE PERIMETER JOIST TO GIRDER CONNECTION. GROSS FLOOR AREA OF BLDNG: 403.3.1-MECHANICAL DUCT INSULATION: E 0, G r 15. ALL PRE-ENGINEERED LUMBER SHALL BE"I-LEVEL"TRUSS,JOISTS(TJI)WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL.ALL JOISTS,GIRDERS AND HOUSE 1ST FL 2,181 sq.ft. 3,324 sq.ft. supply/return ducts in attic:R-8 minimum C77 - Ill HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURES RECOMMENDATIONS.WEB STIFFENERS SHALL BE REQUIRED AT ALL HOUSE 2ND FL . sq.ft. 822 sq.ft. supply ducts outsidce of conditioned spaces:R-8 minimum _V u `" a LOAD AND BEARING POINTS AT A MINIMUM.A SINGLE 1-3/4"LVL RIM JOIST SHALL BE REQUIRES AT FLOOR PERIMETERS.HANDLING,STORAGE AND all other ducts except those located completely inside the building thermal envelope:R-6 minimum > {0 t3 `'� - ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURES RECOMMENDATIONS. TOTAL 4,146 sq.ft. 4,317 sq.ft.max.(10%ADJ.AREA+3,350 sq.ft.1 ducts located under concrete slabs:R-6 minimum. C d0 ? T1 16. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF Y2"DIA.,GALVANIZED MACHINE BOLTS @ 12"O.C.OR(2)ROWS OF 16D NAILS @ 16"O.C.@'%"FROM ducts buried in the ceiling insulation shall have min R-19 above and below excluding the R-value of the duct insltn. a, «2 � -Z 2 EDGE,GLUE CONTINUOUSLY TO ALL EDGES. Principal Building Setbacks: 403.3.2-DUCT SEALING:,all ducts,air handlers,filter boxes will be sealed.Joints and seams will comply with section M1601.4.1 of the IRC. -- E , � 17. STRUCTURAL LUMBER SHALL BEE IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(NDS),LATEST EDITION, FRONT YARD- 100,97' 88.35' 50'min. 403.3.3-DUCT TESTING:,A duct tightness test(DUCT BLASTER duct total leakage test)is mandatory and will be performed on PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.STRUCTURAL FRAME MEMBERS SHALL HAVE MINIMUM DESIGN VALUES AS REQUIRED: REAR YARD- NA NA 50'min. all homes and shall be verified by a rough-in test and post construction test. 18. NOTCHES IN THE TOP AND BOTTOM OF DIMENSIONAL LUMBER JOISTS SHALL NOT EXCEED 1/6 OF THE DEPTH OF THE JOIST,AND SHALL NOT BE LOCATED SIDEYARD E- 4.60'ex.non conf. 4.60'ex.non conf. 15'min.1 side 403.6 -MECHANICAL VENTILATION:outdoor(makeup)air intakes or exhaust will be brought into the home thru a duct with EARTHWORK CALCULATIONS IN THE MIDDLE ONE THIRD(113)OF THE SPAN.NOTCHES AT THE JOIST ENDS SHALL NOT EXCEED 1/4 OF THE JOIST DEPTH.HOLES THROUGH THE JOISTS SIDEYARD W- 22.12' 20.20' an automatic or gravity damper that close when the ventilation system is not operating. SHALL NOT BE WITHIN 2"OF THE TOP AND BOTTOM OF THE JOIST.THE HOLE DIAMETER SHALL NOT EXCEED 1/3 OF THE JOIST DEPTH. SIDEYARD TOTAL- 26.7T 24,60' 35'combined minimum 403.7 -EQUIPMENT SIZIING AND EFFICIENCY:all furnaces will be 80%efficient units and sized/designed in accordance with ACCA Manual J&S. AREA TO BE REMOVED FOR BASEMENT/CRAWL 4300 CF - 19. STRUCTURAL LUMBER SHALL BE:IN ACCORDANCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(NDS),LATEST EDITION, BUILDING HEIGHT- 13.66' 26.50' 35.0'(@ 2112 stories) 404.1 -LIGHTING EQUIPMENT:a minimum of 90%of all permanently installed lighting fixtures must be only high efficacy lamps. LU PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.STRUCTURAL FRAME MEMBERS SHALL HAVE MINIMUM DESIGN VALUES AS NOTED -WATER HEATER::minimum efficiency established by NAECA. AREA TO BE REGRADED ON SITE 2090 CF(at approx 12'depth average) r , BELOW: Accessory Building Setbacks:NOT APPLICABLE -MECHANICAL TESTING:all mechanical testing to be performed by a licensed contractor. v FRONT YARD- NA NA AREA TO BE REMOVED FROM SITE 2210 CF DOUGLAS-FIR#2 REAR YARD- NA NA 'The contractor is also responsible for generating a Certificate of Compliance and affixing to electrical panel. Z Fb BENDING: 900 psi! SIDEYARD SW- NA NA - W 08' n 5 00 Ft TENSION(parallel to grain): 575 psii SIDEYARD NE- NA NA --• --- . :. 1. 1. .- Fv SHEAR(parallel to grain): 180 psi - -- - -.. O C)` Loads: ABBREVIATIONS Fc COMPRESSION(perpendicular to grain): 625 psii "I 7' N Op Fc COMPRESSION(parallel to grain): 1350 psi SNOW LOAD FLAT ROOF- 15 p.s.f. .. . . _ - -- - - _ . .-r W N E MODULUS OF ELASTICITY: 1,600,0)00 psi GROUND SNOW LOAD- 25 p.s.f. AC AIR ABOVE FINISHED) FLOOONIMG R -:... - - 1.1. O O� _J �: M >, � Emin. MODULUS OF ELASTICITY: 580,00(0 psi SNOW EXPOSURE FACTOR- T AFF ABOVE FINISHED(FLOOR ,. .. -,- , „. G��� 4 5' O C ALUM ALUMINUM �G {L 0 SNOW LOAD IMPORTANCE FACTOR- 1.0id -- --- NQ\. • -, 0 BF BOILER FLUE ..._ .. .. - 11 -... _.. _ G9011. MICROLLAM LVL(BEAM) PARALLAM PSL(BEAM) WIND LOAD DESIGN- 130 mph per WFCM(3 second gust) .,• . . _ . -• .. .... _ ��� ERS % 3' W O -_ O GRADE=1.9E GRADE=2.0E WIND LOAD IMPORTANCE FACTOR- 1.0 B.O. BOTTOM OF __ .. . . . - . �11 0 N M W (so/) Fb BENDING: 2,600 psi Fb BENDING: 2,900 psi WIND EXPOSURE- D 47.7 p.s.f. BM BEAM lGF i�6"-1� Fv SHEAR(parallel to grain): 285 psii Fv SHEAR(parallel to grain): 290 psi WIND LOAD DESIGN PRESSURES- WALLS=58.8 p.s.f.(Zone 4)70.3 p.s.f.(Zone 5) CMU CONCRETE BLOCK - _... (perpendicular to rain 750 psi ROOFS=67.7 p.s.f.(Zone 1)79.2 p.s.f.(Zone 2)134.0 p.s.f.(Zone 3) CO CLEAN OUT o� m O Fc COMPRESSION(perpendicular to grain): 750 psii Fc COMPRESSION(pep g ) pL+- F. . Fc COMPRESSION(parallel to grain):2 510 psii Fc COMPRESSION(parallel to grain): 2,900 psi LIVE LOAD(living,1st floor)- 40 p.s.f. CR CEILING REGISTER 2 CL CLOSET _ u�J� 00 Z E MODULUS OF ELASTICITY: 1,900,0)00 psi E MODULUS OF ELASTICITY: 2,000,000 psi LIVE LOAD(bedrooms)- 30 p.s.f. � J I O CLG CEILING C1J�... 1 LIVE LOAD(ext.decks)- 60 p.s.f. . ..... __.. .. , gl U LIVE LOAD(attics)- 20 p.s.f. COL COLUMN J CONC CONCRETE CONV CONVECTOR - - .-. .. - .. .- .. I ]�i CW COLD WATER , U . ELECTRICAL NOTES GENERAL NOTES DW DISHWASHER I DTL DETAIL a�Po DIA DIAMETER eo`h •/ Q _... AND AGENCIES HAVING JURISDICTION. �.. U.] _ �'' 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND EQUIPMENT NECESSARY TO INSTALL WIRING,RELATED FIXTURES AND ALL MISC. 1. ALL WORK TO BE DONE IN ACCORDANCE WITH ALL FEDERAL,NEW YORK STATE AND LOCAL CODES A DIM DIMENSION 19 / � 0:� �i ELECTRICAL WORK.ALL WORK 13HALL COMPLY NATIONAL,STATE AND LOCAL ELECTRICAL CODES AND ORDINANCES AND MANUFACTURE'S 2. CONSTRUCTION SHOWN AND SPECIFIED SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL TAKE PRECEDENCE OVER DN DOWN _... / `�&, 0 j.1taVIP" SPECIFICATIONS. ANYTHING NOTED ON THESE DRAWINGS. DR DRAIN ��° 2.ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC,LOCATION OF OUTLETS AND EQUIPMENT IS APPROXIMATE.EXACT ROUTING OF WIRING, 3. OWNER AND ENGINEER TO VERIFY SETBACKS,BUILDING HEIGHT,ETC.,PRIOR TO CONSTRUCTION TO COMPLY WITH ALL APPLICABLE ZONING LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS.WIRING FOR EQUIPMENT REQUIRING MAINTENANCE REGULATIONS. DWG DRAWING 11 -. ..- <°ac�� .C: wwaf3mkl"wm�r EJ EXPANSION JOINJT / /`���� AND INSPECTION SHALL BE READILY ACCESSIBLE. 4. ANY FOOTPRINT OR LIVING SPACES ADDITIONAL(NOT SHOWN ON DRAWINGS)ADDED DURING CONSTRUCTION ARE TO BE VERIFIED FOR ZONING oQP 0 ID 7 EL EXIT LIGHT _. .. .. � c e- 3.MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S LABORATORIES INC.AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE COMPLIANCE BEFORE ADDITIONAL CONSTRUCTION COMMENCES. ELEC ELECTRIC _.- 11 - - -- 00 ,,/ boo "sue 3`'0 BEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. 5. ANY CONFLICT OR DISCREPANCY WHATSOEVER BETWEEN DRAWINGS,SPECIFICATIONS AND EXISTING CONDITIONS SHOULD BE BROUGHT TO THE EQ EQUAL 5�0�0 D. 4.THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO INSTALL ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.CONTRACTOR IS TO VERIFY ALL EXISTING DIMENSIONS.DO NOT SCALE EQUIP EQUIPMENT /��e� ,/ / rowlat...... IF Is ELECTRIC SERVICE TO THE METER,SERVICE SHALL BE 200,AMP,UNDERGROUND ELECTRICAL MAIN.CONTRACTOR SHALL VERIFY THE LOCATION OF THE DRAWINGS FOR CONSTRUCTION PURPOSES.DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION,IF REQUIRED.IN THE EVENT THAT THE SERVICE IS TO OCCUR UNDERGROUND,THE COST OF 6. THE DRAWINGS AND MODELS ARE TO REMAIN THE PROPERTY OF THE ARCHITECT AND ARE INTENDED FOR THE USE ON THIS SITE ONLY AND MAY NOT BE EXT EXTERIOR ' SUCH ELECTRIC,TELEPHONE AND CABLE SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT CONTRACT BETWEEN THE OWNER S) USED OR REPRODUCED FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. EXTNG EXISTING ( FAI FRSH AIR INTAKE f / ) A AND THE RESPECTIVE UTILITIES,BUT SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. 7. ALL SHORING,SCAFFOLDING,ETC.SHALL BE PERFORMED IN AN ORDERLY AND CAREFUL MANNER IN STRICT ACCORDANCE WITH OSHA REGULATIONS FE FIRE EXSTIGISHER ,/ ' 5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK. ! AND ACCEPTED SAFE CONSTRUCTION PRACTICES. e FP FIREPROOF o�oR V) U 6.CONTRACTOR SHALL PERFORM AN ELECTRICAL WALK-THRW WITH THE OWNER(S)TO VERIFY LOCATIONS OF ALL FIXTURES,SWITCHES AND RECEPTACLES. ' 8. THE GENERAL CONTRACTOR SHALL REQUIRE ALL SUCCESSFUL BIDDERS AND SUB-CONTRACTORS TO FURNISH COPIES OF INSURANCE CERTIFICATES IN FH FULL HEIGHT "°c f-�� / ra 7.LIGHT CIRCUITS SHALL BE 15 AMP WITH#14 AWS COPPER CONDUCTORS. I I EFFECT AS EVIDENCE THAT THIS WORK IS FULLY COVERED BY WORKMAN'S COMPENSATION,PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE. FIN FINISH(ED) / �' �. CL 8.RECEPTACLE CIRCUITS SHALL BE A SEPARATE 20 AMP WITHI#12 AWS COPPER CONDUCTORS. 9. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF THIS FINFL FINISHED FLOOR � �' .f 9.APPLIANCE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#'12 AWS COPPER CONNECTORS. I I CONSTRUCTION PROJECT. - FIXT FIXTURE / �' 9 o ! 1F, 10.VERIFY AND LOCATE ALL SWITCHES AND RECEPTACLES PRIOR TO INSTALLATION OF INSULATION AND DRYWALL. I 1 10. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A FLDR FLOOR DRAIN 4, �' _�-�� m 0 \� < X 11.PROVIDE GFI OUTLETS WHERE SHOWN ON PLANS. 1 MINIMUM 28 DAY STRENGTH OF 3000 PSI,CONCRETE FLOORS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. GB GRAB BAR _i_ _----- a)o a v' ZQ / �._ 7' 12.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER SHALL BE WATER-PROOF.EXTERIOR RECEPTACLES SHALL BE WATERPROOF GFI. 11. ALL FRAMING LUMBER TO BE HEM-FIR#2,S-DRY MINIMUM.ALL EXPOSED LUMBER TO BE PRESSURE TREATED WITH WATER BORNE PRESERVATIVES(ACQ). GWB GYPSUM WALLBOARD CO° O cP � i' _ le 13.INSTALL RECEPTACLES AT 18"TO CENTER LINE ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. 12. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL OPENINGS. HM HOLLOW METAL 5' ____� �& __ ___-----0 0 --_,- � j 14.INSTALL RECEPTACLES IN KITCHEN AND BATHROOMS ABOVE COUNTERTOP UNLESS OTHERWISE NOTED ON PLANS. 13. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS.SPACING NOT TO EXCEED 8.0 FT. HVAC HEATING,VENTIING AND AIR CONDITIONING _ l � .0 ,_ � r / 15.ALL BATHROOM,GARAGE AND EXTERIOR RECEPTACLES TO BE GFI.GARAGE RECEPTACLES TO BE SET AT ELEVATION 10-0'MINIMUM. � 14. ALL NAILS,FASTENERS,FLASHING,ETC.IN DIRECT CONTACT WITH ACID TREATED LUMBER TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. HW HOT WATER -Jam____ _ _ ----- -GAO�/ // 16.INSTALL LIGHT SWITCHES AT 42"TO CENTER LINE ABOVE FIINISHED FLOOR UNLESS OTHERWISE NOTED. 1 15. HURRICANE CLIPS&STRAPS SHALL BE USED TO TIE FIRST FLOOR JOISTS TO GIRDERS,FLOOR DIAPHRAGMS TO TOP AND BOTTOM WALL PLATES AND ID INSIDE DIMENSION -� 17.ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE Y2 SWITCH ACTIVATED AND WITH CONTINUOUS ELECTRIC CURRENT. I RAFTERS TO EXTERIOR WALL PLATE. INCL INCLUDING 6 I `�!_� / o �k� / ��/ dob # 18.ALL CEILING FANS,THAT DO NOT COME EQUIPPED WITH WALL CONTROLS,SHALL HAVE HUM-CONTROLLED TYPE. I 16. PROVIDE GALVANIZED FLASHING AT ALL VALLEYS,ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS,WINDOWS AND DECKS,ETC.AS REQUIRED. INSUL INSULATION j x -'�v- i'4---­ 8 19.ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTURE LIGHT APPLICATIONS. I 17. FOR FLOOD VENTS PROVIDE A NET OPENING OF 1INCH PER SQ.FT.FOR EVERY SQ.FT.OF ENCLOSED SPACE REQUIRED. INT INTERIOR 1 w -- Of- / i" - 20.PROVIDE LIGHT FIXTURES AS SELECTED. 18. ALL WINDOWS AND EXTERIOR DOORS TO BE HIGH PERFORMANCE LOW E GLASS.PROVIDE TEMPERED GLASS AS REQUIRED BY CODE. JT JOINT .-/Jam'-" �_____ �i� � 21.PROVIDE SMOKE DETECTORS PER BOCA REQUIREMENTS,IHARDWIRED AND INTERCONNECTED. 1 19. ALL PLUMBING WORK SHALL CONFORM TO THE NATIONAL STANDARD PLUMBING CODE,LATEST EDITION. LAV LAVATORY 7' ,__ �! �---,_- =/r C �­��� 22.ALL ELECTRICAL EQUIPMENT,BREAKER AND TIME CLOCK CONTROLS,IF ANY,SHALL BE PROPERLY LABELED. I 20. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE,LATEST EDITION. MO MASONRY OPENING 23.COORDINATE ALL SWITCHES,RECEPTACLES AND LIGHTING FIXTURES WITH EXACT DIMENSIONS SHOWN ON INTERIOR DRAWINGS.CONTACT ARCHITECT IF 21. ALL MECHANICAL WORK SHALL BE PERFORMED ACCORDING TO THE LATEST ASHRAE STANDARDS. MTL METAL "1# � '^� 21.5' - 1`5.72�` N DISCREPANCY OCCURS FOR ADJUSTED LOCATION. 22. ALL COMPONENTS OF HVAC SYSTEM TO BE ABOVE BASE FLOOD ELEVATION. MIN MINIMUM `� f( PROP PROP72 9' 8 , 1 OSED 24.LIGHTING EQUIPMENT:A MINIMUM OF 90%OF ALL PERMEN ATLY INSTALLED LIGHTING FIXTURES MUST BE ONLY HIGH EFFICACY LAMPS. 23. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE COUNTY DEPARTMENT OF MISC MISCELLANIOUS I I � '1 %A�O HEALTH AND WATER AUTHORITIES. MAX MAXIMUM Ii w 1! ,� 412.10' 24, THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2020 IECC NEW YORK STATE ENERGY CONSERVATION CODE. NOM NOMINAL 9 �0 I i' ' o property address 25. ALL STRUCTURAL STEEL TO BE ASTM 50 WITH ONE COAT EPDXY PAINT.ALL FASTENERS TO BE ASTM 1-325 BOLTS,'/"DIA. 40.2' .I� 21.6 � p ° NO NUMBER NC/vr G 3 66, 26. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. NO NpRMG / .. t4.5' Rop � � OC ON CENTER _ pRppgS�p'- ED 11 V_ 685 Bungalow Lane, CONCRETE NOTES 27. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND BASEMENT IF APPLICABLE.POSITION NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE IF OD OUTSIDE DIMENSIDN _....----- I � ° APPLICABLE. OPP OPPOSITE .. �:" ADDITION - /-'\ 01) Mattituck, Town of Southhold 28. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY THE NEW YORK STATE BUILDING CODE. PTD PAINT(ED) EXISTING `� `" r-' \\ � New York, 1 1952 1. DESIGN,MATERIALS&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 29. ANY ALTERATION,REPAIR,ADDITION,OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING PROPOSED p2STORY � 10' OF THE AMERICAN CONCRETE INSTITUTE-LATEST EDITION.ULTIMATE DESIGN STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3000 PSI.AT 28 ROOMS IN THE HOUSE TO BE UPGRADED WITH HARD-WIRED AND INTERCONNECTED SMOKE ALARMS. PR POWDER ROOM N 1-STORY EATIED gFATED x PLWD PLYWOOD DWELLING HEATED IEATED P-f'' / 20 0, DAYS,CONCRETE PORCHES,CARPORT SLABS,STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL HAVE A MINIMUM SPECIFIED PART PARTITION � v N 2 2• a / S.1'.S COMPRESSIVE STRENGTH OF 3,500 PSI. POL POLISHED + < HEATED v " i2A1', al�"' v <, 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF+40 DEG.F.IF POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM DEMOLITION NOTES RD ROOF DRAIN O 1 -• .m - o I drawing list FREEZING FOR A PERIOD OF 14 DAYS.ALL CONCRETE EXPOSED TO THE WEATHER AND SUBJECT TO FREEZING&THAWING DURING CONSTRUCTION REFRIG REFRIGERATOR O FF=+12.4' - '1 '� 5 7' :i SHALL BE AIR ENTRAINED,THE TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)SHALL NOT BE LESS THAN 5 PERCENT(5%)OR MORE THAN RES RESILIANT O _ c PROP:PORCH 11:3' ° 1.ALL DEMOLITION OF ANY STRUCTURAL ELEMENTS ARE TO BE FULLY SUPPORTED UNTIL NEW FRAMING INSTALLED FOR STRUCT.SOUNDNESS. � "' 14.5' A001 PROPOSED SITE PLAN 7 PERCENT(7/°). RM ROOM CV VIOPOSED ti STAT DATA 2.ALL DEBRIS THAT CAN BE RECYCLED OR REUSED ARE TO BE STORED ON SITE UNTIL PROPERLY DEPOSITED OR REUSED. / 15.9' 11-:°' 1-STORY r A. KEEP FORMS IN PLACE,COVER TOP AND SIDES OF FORMS WITH INSULATED TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER RO ROUGH OPENING '�-""� HEATED /I _____ '^-.__ NOTES POUR. 3.ANY FINISH FIXTURES OR BUILDING ELEMENTS TO BE REUSED ARE TO BE STORED ON SITE IN A STABLE AND WATERPROOF FASHION. SK SINK - o w, ZM ! B. AFTER FORMS ARE REMOVED,PROVIDE INSULATED TARPS TO HOLD HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAY AFTER POUR. 4.ALL CLIENT OWNED OBJECTS TO BE STORED SHOULD BE IN A STABLE WATERPROOF FASHION. 10 14.92, 3 < 17.0' v 11' 3. CONCRETE AND REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS-LATEST EDITION 5.ALL INTERIOR SURFACES TO BE REUSED ARE TO BE COVERED AND MAINTAINED IN A WATERPROOF AND CONSIDERATE FASHION. SD SMOKE FEET _LC/ aOty,R61G 12.1' 12.2' S z N "' / A101 PROPOSED FOUNDATION PLAN SF SQUARE FEET Op -__---_ �' c� N i PROPOSED. t A1O2 PROPOSED FIRST FLOOR PLAN A. PORTLAND CEMENT AS PER ASTM C150-TYPE I. SO SLAB OPENING ;, 1 STORY / ---A103 PROPOSED SECOND FLOOR PLAN B. CONCRETE AGGREGATES AS PER ASTM C33,% MAX.SIZE.. SOP SPRAY ON PAINT x - STONE RET WALL UNHEATED 12, rS� �/ ® � A10 PROPOSED ROOF PLAN C. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS,ACIDS,ALKALIS,SALT,ORGANIC MATERIALS&DELETERIOUS SUBSTANCES. ST STEEL G 11' 1 D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL,DEFORMED AS PER ASTM A615,GRADE 60.ALL SPLICES SHALL BE A MINIMUM STAIR NOTES � -----------_ 21.5' j S.S. SHEAR SSSTEEL � SS.o / / O� 1/ , / °o s o BOARD OF 1 RUSTEES 201 PROPOSED ELEVATIONS OF 40 DIA.IN LENGTH.HOOKS AND TIES SHALL CONFORM 1f0 C.R.S.I.STANDARDS. SW SHEAR WALL ;;it Y S / -�- ° j 202 PROPOSED ELEVATIONS E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTIM A82-84 AND A185-84. -THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIR ENCLOSURES SHALL NOT BE LESS THAN 6'-8"MEASURED VERTICALLY FROM THE TREAD NOSING OR TB TOWEL BAR 12' C, 13' TOWN OF SOUTH OLD F. WATERPROOFING AS PER ACI 515.1R-79. FROM THE FLOOR SURFACE OF THE LANDING. T.O. TOP OF I - / I PROPOSED � 1301 PROPOSED SECTION 4. ALL CONCRETE SHALL BE AIR ENTRAINED(5-7%RETENTION). -GUARD HEIGHT SHALL BE 36"IN HEIGHT MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR FLOOR SURFACE. TE TOILET EXHAUST / / / I GRAVEL ))) 1 �p.i/A� 5. ALL FOOTING AND STRUCTURAL SLABS SHALL BE POURED ON UNDISTURBED VIRGIN SOIL HAVING A MIN.BEARING CAPACITY OF 2 TONS.SQ.FT. GUARD RAIL OPENINGS AND ANY SPACES BETWEEN BALUSTERS SHALL BE LESS THAN 4". TR TOP REGISTER / _ - / i I DRIVEWAY_ ( © , DATE 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR BOLTS,INSERTS,SLEEVES,ETC.AS REQUIRED BY THE OTHER TRADES. / 15 ZOZ� HANDRAILS,WHERE INDICATED,SHALL BE 34"TO 38"IN HEIGHT MEASURED VERTICALLY ABOVE THE NOSING OF THE TREADS OR LANDING. TEMP TEMPERED 13 / / " 1 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED..ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS -HANDRAILS SHALL PROJECT NO MORE THAN 3'/2"INTO REQUIRED STAIR WIDTH. TERR TERRAZO /,, 1. /HN500-C TIo / - PRECLUDE ANY CORROSION. -HANDRAIL GRIPS MAY BE CIRCULAR,1'%"TO 2"IN DIAMETER.IF THEY ARE NOT CIRCULAR THE PERIMETER OF THE SIDES MUST BE A TOTAL 4 TO 6'/a"WITH A TV TELEVISION I / TREATMENTU IT I o 1 141 v-- " S. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. MAXIMUM CROSS-SECTION DIMENSION OF 2 Y<". TYP. TYPICAL / / ! "+ 9. ALL REINFORCEMENT SHALL BE:TIED IN PLACE BEFORE CONCRETE IS POURED.ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON -MINIMUM TREAD DEPTH TO BE 9",MAXIMUM RISER HEIGHT TO BE 8 Y4".MINIMUM STAIR WIDTH TO BE 36". U.O. UNDERSIDE OF / ! x REE r GROUND SHALL BE SUPPORTED ON PRECAST BRICKS OR APPROVED CHAIRS. -ALL OPENINGS BETWEEN SPINDELS/BANNISTERSIOPEN TREAD RISERS AT RAILINGS,STAIRS AND DECK GUARDS SHALL BE LESS THAN 4". LION UNLESS OTHERWWSE NOTED 14 `� / // - // ENCOPUMP / STONE RET WALL ' - -------------•----------___. 10. ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED,LAPPED PER ASI 318,CLASS"C",WITH 40 DIAMETERS MINIMUM,BENT AROUND VCT VINYL COMPOSI-TIDN TILE \�-f / / �" /� 15' CORNERS AND HOOKED AT NON-CONTINUOUS ENDS.FOR(FRAMED SLABS,LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT VEST VESTIBULE SUPPORTS,REVERSE FOR FOUNDATION MATS.STAGGER SPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE FACES. VENT VENTILATION 15 �`�-� / eox _I_____ _i - % / 11. ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. WI WITH / --'I' w/� (� (mil j� t1/j 12.EXCEPT AS NOTED,ALL POUR STOPS SHALL BE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR.WALLS WINDOW & DOOR NOTES W/D WASHER/DRYER 16' I �___- _ -_ -�..�' _ --'0i 16, D LC (L� u U SECTIONS SHALL BE PLACED ALTERNATIVELY OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS. WC WATER CLOSET ' w 13.FOR CONCRETE WALLS ABOVE GRADE,VERTICAL CONSTRUCTION JOINTS SHALL BE LOCATED AT MAXIMUM SPACING OF 40 FT.,AT LEAST 4 FT.FROM WP WATERPROOF 17' .� - --'''' Any trees removed as part of construction shall ANY SUPPORTING OR INTERSECTING WALL OR BUTTRESS, OR ANY WALL OPENING. II ALL WINDOW AND DOOR ROUGH OPENINGS AS PER WINDOW AND DOOR SCHEDULES. WIC WALK IN-CLOSET TJ xa DEEP � w, 14. HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. 2.HARDWARE TO BE APPROVED BY ARCHITECT OR AS PER SPECIFICATION. WR RESISTANT `�'�'��L' LEAc .�`�--i- 0 ° be replaced with new native hardwood trees at DEC 1 5 2022 15. ALL CONSTRUCTION JOINTS SHALL BE ROUGHENED AND KEYS PROVIDED WHERE REQUIRED OR INDICATED ON THE DRAWINGS.CONSTRUCTION 3.ALL GLASSS WITHIN A DOOR UNIT TO BE TEMPERED AS PER CODE. WD WOOD \ // ~ JOINTS,OTHER THAN THOSE SHOWN ON THE DRAWINGS,MAY BE PROPOSED BY THE CONTRACTOR.HOWEVER,THE LOCATIONS ARE SUBJECT TO 4.ALL GLASS WITHIN 18"OF FINISHED FLOOR,SHOWER STALL OR A DOOR IS TO BE TEMERED AS PER CODE. WH WEEP HOLE \ 1 .}-o%EXPANSION I W a one- JOINTS, basis on the subject property. REVIEW BY THE ARCHITECT ANWOR STRUCTURAL ENGINEIER.ALL VERTICAL CONSTRUCTION,CONTROL AND CONTRACTION JOINTS SHALL LIE IN TRUE 5.ALL EXTERIOR GLASS TO BE IMPACT RATED AS REQUIRED BY CODE. \___/ I Southold TOWR VERTICAL PLANE. 6.ANY WINDOWS NOT MEETING THE GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E.1996 `_" _ 17' Doard of Trusteew 16. ALL FORMWORK AND PLACING OF CONCRETE SHALL BE PLUMB,LEVEL,AND SQUARE.THE STRUCTURAL ENGINEER SHALL REVIEW AND APPROVE. AND OF ASTM E.1886 PER IRC R301.2.1.2 SHALL BE PROVIDED WITH STRUCTURAL WOOD PANELS AS FOLLOWS;GLAZED OPENING PROTECTION FOR WIND �-- I ,�- BORNE DEBRIS(IRC R301.2.1.2)WOOD STRUCTURAL PANELS(CDX.PLYWOOD OR OSB)WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 18 _ _---- REINFORCING STEEL FEET SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE BUILDING COVERAGE KEY C I I N PROVIDED.ATTACHMENTS SHALL BE IN ACCORDANCE WITH TABLE R301.2.1.2.PER THE IRC CODE 2020,NEW YORK EDITION. --_�<0 ALL REINFORCING STEEL SHALL BE ASTM A-615,GRADE 60.ALIL REINFORCING BAR DIMENSIONS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF NEW STRUCTURES WITHIN 1(ONE)MILE OF THE MEAN HIGH WATER LINE MUST HAVE GLAZING CONFORMING TO WIND ZONE II. 'tn BARS,UNLESS OTHERWISE NOTED.ALL CONCRETE AND REEINFORCING STEEL SHALL BE FURNISHED,FABRICATED AND ERECTED IN ACCORDANCE TTYPE OF HEAD&JAMB PAD TO BE APPROVED BY CONTRACTOR FOR ALL UNITS. EXISTI NG 1-STORY ��._ I s WITH ACI STANDARD BUILDING CODE REQUIREMENTS FOR;REINFORCED CONCRETE STRUCTURES,(ACI 318-95).REINFORCED STEEL SHALL BE 8.ALL DIMENSIONS AND ROUGH OPENINGS(R.O.)TO BE VERIFIED IN FIELD BY MANUFACTURER PRIOR TO FABRICATION. HEATED STRUCTURE DETAILED IN ACCORDANCE WITH THE ACI MANUAL OF STAINDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES(ACI 315).UNLESS I Gj�� GOPHER✓Fc y�>` date: 11/22/2022 OTHERWISE INDICATED ON THE DRAWINGS,THE CLEAR CONCRETE COVER PROVIDED FOR PROPOSED 1-STORY 5 I �, �Q�`' rp � .-.-,._'- _. .- -_-_. REINFORCEMENT SHALL BE: HEATED STRUCTURE 19, W v Fc roject: 685.BL_-_.-_-___ ..... A. CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH: =3" n by:e.d_ B. EXPOSED TO EARTH OR WEATHER#6 THROUGH#18 BARS:' =2" !' ; PROPOSED 1-STORY Q 18' �..; _._._...__ ______ #5 BARS AND SMALLER: =1.5" ., ./ %, UNHEATED STRUCTURE 3 kd by:e.j. C. NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND(SLABS AND WALLS): =0.75" 11W A'% �� N ng # D. BEAMS,GIRDERS,COLUMNS,PRIMARY REINFORCEMENT,TIES,STIRRUPS,SPIRALS: =1.5" PROPOSED 2-STORY o 40'GJ3 .A STEEL REINFORCING REQUIREMENTS IN FLOOR SLABS SHALL BE AS REQUIRED BY CODE AND/OR LOCAL JURISDICTIONS,OR PER SITE CONDITIONS. HEATED STRUCTURE 19, N6� N� 0315aT O CONCRETE PORCH SLABS AND EXTERIOR CONCRETE WORK SHALL BE MINIMUM 3,500 PSI,AIR ENTRAINED,4"THICK WITH#4 BARS AT 12"O.C.EACH OFPAVEME"s N �� � PRO POS E D S I TE PLAN �,� `� WAY WITH 6"xT-W1.4xW1.4 WELDED WIRE FABRIC(W.W.F.),UNLESS OTHERWISE NOTED OR DIRECTED BY THE STRUCTURAL ENGINEER BASED ON SITE PROPOSED PORCH EDGE �,`(:p,�O O F w e: A-0 01 CONDITIONS. Q, `,�lV 001 SCALE: 1" = 20' chri Frey v v #031547 J r / T/MON r r r r r r 8,43' r r r r r r r Qc(O' CM 1 FD ,SG�� r/r, o CIS Lu r r r r r r r .�� ��ry• r r s r 6J 4.0' cllp F I HWM 0.98' t �5�o��a �' 20' W NVJM �9P 54P I SETBACK O 2 105- BOO SIN- 6.8' 2 e� $ Q4 JIJ 3.5' (\OP/$� °apc ' iC X / "' ! 51 EXISTING LOT AREA=31,122 S.F. 5 8, / �, 7 SANITARY/SYSTEM"',/ ADJACENT AREA(UPLAND)=29,672 S.F. N / j $ CP (T ,,BNFRRRI���LMOV ED)ED PnQ CP I y j O FE.5.5'W I Lu / 2T.'5' ��— 35,�2, J w / I 1 I PROP cl) T(pR01• COD OHH 10.5' )-` YQ �1 GATE CE EL=6.0't 40,2' i 21.5' 5, 1 /32.66' (!. ,— �.f�.0'E_ — {P'ROP,)_ STEP / 1 STY pp / FR RES NP�A 10X J / #685 FFL EL=12.4' or 2-2,4' Lo W / 2;�4 1' J J FFL EL=12.41' _ FR_ / — — 15.9' STOOP u�i gtr6RBFi -CPR � p 2.1 �o �-2 / 14.92, 12.1' m 122' 0 7.0' Q i 2L 10.9' MAS CO 1 "PRNHr $�i?f / WALK/ ELECTRIC FOR 2 .GOOF PR P/ P. 20' I/A UNIT 1 / STO E C'AR WOAD p p J / HYDRO ACTION / WA. } RE r / AN50D-C aw1a �WA�&U) TREATMENT UNIT O J V! O BLOC UET.WALL (1 f L 1 1 (L - 13.7' r 1 / T/VVA L/ 13'8' / (�ORENCO FE.O.L. PUMP 1323' 1 J kD-BOX r a 3 (2)8'0 8'DEEP LEACHI G POOLS r N "� a? 16.1' ° rn co17.1' PROP. /^� Z 1 ;SANITARY 'SYSTEM J U 11 50% � 11 Z V EXPANSION U 1 HYDI CM Irax 2.YD 1 lr_ F N OFD UP PAVEMENT CM 0HN WM FD E/P 17.83' a PIT OF CM EIP 1a'S4 �Z FE.0.6'W FD y1 EoGE 10.3a N rol 40'53„ MAP OF DESCRIBED PROPERTY 8 SITUATE AT MATTITUCK TOWN OF SOUTHOLD �1 B{dg Dept copy from 28A Final revicw�d SUFFOLK COUNTY, NEW YORK ALSO APPEAR ON Dat4: "MAP OF MARRATOOKA PARK" FILED: 5/7/1914, FILE#19 CERTIFIED TO: MIKHAIL RAKHMANINE AND JENNIFER RAKHMANINE FIDELITY NATIONAL TITLE INSURANCE COMPANY (TITLE No. 7404-010660) ©COPYRIGHT 2022 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. CERTIFICATIONS ARE NOT TRANSFERABLE. SCALE 1"=30'(11"X17") THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IF ANY NOT SHOWN ARE NOT GUARANTEED. SCTM 1000-123.00-03.00-009.000 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7200-2 OF THE NEW YORK STATE EDUCATION LAW SURVEYED:MARCH 11,2021 DO NOT SCALE FENCES.OFFSETS SUPERCEDE. REVISED:JUNE 29,2022 ELEVATIONS REFER TO NAVD'88INDICATED THUS 00'.PROPOSED ELEVATIONS INDICATED THUS 0.0' REVISED:OCTOBER 19,2022 LAND SURVEY LONG ISLAND.COM 0 t�. p�° � '' � �`� �kl',Rr cRe`0 S WARD BROOKS LAND SURVEYOR 0 11 OCEAN AVENUE ° ° ' 0 BLUE POINT, NY. 11715 � 50731 (631 ) 576-7794 (631 ) 363-3179 N sslo �ti WARD BROOKSO@G MAIL.COM FILE#11067 TiMON 6 4'_ FD JNON TURF S F R-.�T=0 }OlF_—ET.— Ct� /, „� p.Eg•. •\ �O Y o F'r'.'I.`'.tr.'l� /Y I.. '� i p?.Cvfa?.tOR x! /xyx S! §.E'i mL (] i � i x/x� •�5.7' ,CISTiNG LOT AREA=37'22 S.F. q/ d SANRARY;SYS7EM. ADJACENT AREA';UPLAND)=29,E72 S.F. 6.e +� Y�P�-�?(TO 9E REMOVED/ /x (0 r a INFLLED) O / - z 0 { 1 I l 21:. :s.Tl. J l2 .1 : PROj3 TC?j /PRD; .. 10.6 CE EL=6.0'2 4]1 215• :iZ'E[:.. l: I 1 STY PROP.; PROP. FRRES 1.s2Y 2STY _ 9T J � .:PRO /- 75.97' •12.1.,'6 2 0l n.n i LL PROR,ISTY� I.,_ 10.9' MAS WA �` I'""'t/NHEATED'r'+ X 'O 2,5,...: y c+-i :•ELECTRIC FCR j 'i PRO. LC-AR EA r 20 Zry. lllyyy/t :IN rc �1 L.sT�VE P ARon... H"DROACTION f, ¢ N AA!.1ENT NENT NIP ttou '• TRE ONR ---F'E.O.L. T Rl:id? <A)CH!G �I tc V — / f CO PROP. I j Y S WITARYC� I I _SYSTEM. J U) 1 50V C zi 'Y, �EXPAN'EIGN w Lu CM 2.t'NOwl 55N a f Pr 1 OF A4: 12FJ.p0 FE.016W, J CM '-- �- FD 4A exz 9 N 67°40'53 AN V LAN LJNc'A�"D N Y S D E C MAP OF DESCRIBED PROPERTY 8 APPROVED AS PER TERMS SITUATE AT MATTITUCK AND CONDITIONS OF TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK PERMIT NO ALSO APPEAR ON "MAP OF MARRATOOKA PARK" FILED:5/7/1914,FILE#19 CERTIFIED TO:MIKHAIL RAKHMANINE AND JENNIFER RAKHMANINE FIDELITY NATIONAL TITLE INSURANCE COMPANY(TITLE No.7404-010660) CCO—OHT 2Es YARD BROOKS.AIL RIGHTS RESERN'EO.DUFLICATiON OF THIS DCCL ENT IS AVICLi.TICK OF FEERt COPYRIO'.L••w. SSUR-EY:IYSEEE4PRE?AREOINACCORD t4CE'MTH THE Ob E OF FFP.CTICE.VOFT= 3 Ti1E—YOR:S SfATE fwMIATON OF yyOFESS4YULIANDSURVEI'03;:. OERTIFIOATION 5:P1L k'JN O`!.V}D'HE PERSON.THEIR lt(i EP,ES'ANG�RASSIGVS. SCALE i'=30(11'X1 i) CERT:FLCATIOYSAVE NOT TRANSFERASLE SCTM 1COO-123.00-C3.00-009.000 yEEXIE,ENCEOFRI�n.SCFwAY,w. RE EME,. SURVEYED:MARCH 11.2021 .NY ALTERM1:ION OR ADOH"ON TO THIS SURY'eY IS A VIOLATION OF SECT REVISED:JUNE 29.2022 DO NOT SC.LE FENCES.OFF-SUP_RCEJE. REVISED:OCTOBER 19.2022 ELEVATIONS REFER TO NAVO'&9Yl0A.ATcOIHUS2.,C.PRCFO6ECELEVAP)ONS h9L^ATEJS REVISED:JANU.ARY 18.2023 LAND SURVEY LONG ISLAND.COM WARD BROOKS LAND SURVEYOR 11 OCEAN AVENUE BLUE POINT, NY. 11715 (631) 576-7794 (631)363-3179 K:7 WARDBROOKSO@GMAIL.COM FILE 11067 17' vzoz 9 e CZ- 2 ZjEE A77ACHED %S)PECIAL UONDITIONI , folk, k.7.�RADING PLAN /5J4D/IIJR PLOT 1-`LA14 . Abandonment of the existing sanitary system must be in conformance with the Department's requirements. Submit completed form WWM-080 as proof DWELLING PUBLIC WATER N 490 15'00" E 260.00± ' MAP OF MARRATOOKA PARK FILED 5/7/ 1914 MAP # 19 ELEV co (b C� — 7 V-- -4-, 19.3 <n SITUATED AT SOIL BORI�G ELEV 13.8 MATTITUCK TOWN OFSOUTHOLD (2) 8'0 V' 8' DEEP S\�AG\� �14 LEACHING! POOLS ��S\10 go()Os SUFFOLK COUNTY, NEW YORK ELECTRI� �BVD g EX;ISTING EX�Sj*G DW'ELLING 0A \pCF- _1 OkENCO FOR I/A UNIT I/A SCTM #. 1000 - 123 - 3 - 9 10 PUMP ORN P\ PANEL PRO�OSED —STY 685 BUNGALOW LANE , MATTITUCK 10S�M DDITION 153.5' D—BOX MN 50% C.O. � � o _;0 HYDRO ACTION ENT C) AN500 ABANDON EXITING SANITARY SYSTEM TREATMENT UNIT Q 7- PROPOSED 2—\VY AID TION LOT AREA: DEMO LIS 311122 SF / EXISTING GAf AGE 0.71 AC. TZ) PRPPO.SED 1 —STY OPERTIES ALL PR ELEV ADDITION WEST OF BUNGALOW LN . 17.7 — — PROt2SED GARAGE CONTAIN DWELLINGS AND S 490 15' 00" W DWELLING 298.47' SERVED BY PUBLIC WATER PUBLIC WATER Design Professional's Certification Required. Submit P.E. or R.A. Certification For The Installation and Construction of the Sewage Disposal System Use Form WWM-073 McDONALD GEO SERVICES OF N ENV 11 /10/21 ELEV. 13.8 1 "-0.5' DARK BROWN LOAM (OL) NO WELLS WITHIN 150 ) 2.5' BROWN SILTY SAND (SM) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 0 5 PERMIT FOR APPROVAL 017CONSTRUCTION FOR A ES S 17' 10.0' PALE BROWN FINE SAND (SP) SINGLE F/AMILY RESIDENCE ON' LY T­1% , HIGHEST EXPECTED GROUNDWATER ELEV 2.0 H) . F N o. R-22-1156 n AN I E L IN4 FAL1SC U" E . C DATE 6/9/23 APPROVEDt ; CONSULTING ENGINEER 4.0' WATER IN PALE BROWN FINE SAND (SP) ............... .1 - -_FOR MAXIMUM 0F 5 BEDROOMS 94 STEUBEN BLVD., NESCONSET, NY 11767 TEST HOLE DATA EXPIRES THREE YEARS FROM DATE OF APPROVAL (516) 317-7209 N.T.S. I DATE 4- 5- 22 SCALE DRAWING NO. REV. 10- 22- 22 1 ))- 30) SUFFOLK COUNTY' DEPARTMENT OF HEALTH SERVICES 4- 30- 23 FINISHED GRADE ° ° CONCRETE COVER m ° N ° MIN 4" D IA S D R 35 PVC Lq Q 4N - 42 . PIPE OR EQUIVALENT N ..t 2.0' MAX. ° PITCHED 1 /8"-1 ' MIN. CHIMNEY ° ° ° ° ° ° 0 ° ° o PRECAST SANITARY PROVIDE SECONDAIRD ® ® ® ® ® ® ® RINGS (TYP) SAFETY COVER N co z. ® ® ® ® PROVIDE SECONDARD W Q ® ® ® , 4 SAFETY COVER C F- - z 3' MIN. COLLAR MATERIAL TO CONSIST OF CLEAN ® ® ® ® SAND AND GRAVEL INLET OUTLET 3' MIN. ABOVE HIGHEST EXPECTED GROUNDWATER t 1, " 1 BACKFILL MATERIAL TO BEat Mi E CLEAN SAND & GRAVEL 6' MIN. PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL S . C . D . H . S . SANITARY LEACHING POOL DETAIL . N.T.S. r HYDROACTION TREATMENT UNIT MAIN DWELLING ELEC PANEL CB 1 DP1 DOSING PUMP QUICK CB 2 RP1 0 RECIRCULATION PUMP DISCONNECT CB 3 MP1 MIXER PUMP SWITCH MIDWEST P065P --F CB 4 C1 AIR AIR HOSE PUMP TO DIFFUSER CB 5 TO CONTROL 1 RECIRC TIMER ENABLED) CB A L1 PANEL 2 TYPICAL HYDRO ACTION AN500 DETAIL C HIGHWATER ALARM N.T.S. 6 F N E lei Y CIRCUIT BREAKER SPECIFICATIONS O ��� TEL ° FA LAS C O � . E ° . c ° Q' rp 9 9 CB A _ 30 AMP CB 1 20 AMP = FIELD WIRING �0 CONSULTING ENGINEER GROUND CB 2 - 20 AMP MANUFACTURER WIRING 1 CB 3 - 20 AMP 94 STEUBEN BLVD., NESCONSET, NY 11767 PNEUMATIC HOSE FIELD INSTALL 516 317-7209 CB 4 - 10 AMP � ) � � CB 5 - 10 AMP � �0 056g°� �'\ ,o �� DATE 4- 5- 22 SCALE DRAWING NO. WIRING SKETCH ��FES S I O\ P - REV. 10- 2 2- 2 2 NTS 2 4- 30- 23 `. ij� C I Mi E P, E E "a OPEN DISCHARGE PUMP TO DURAFIBER ACCESS LID OBTAIN GRAB SAMPLES FLD24G W/ RG24 SAFETY ORENCO EXTERNAL SPLICE GRATE TO GRADE BOX SBEX1 -4 PUMP BASIN DISHARGE ASSEMBLY MODEL PB2472 HV125 W/ DRAIN HOLE AND BALL VALVE POLYLOK 20" HD COVER POLYLOK RISER AS REQUIRED TO FROM DRAINFIELD OWTS i ON ORENCO DISCHARGE FRONT/SIDE VIEW TOP VIEW CUT AWAY VIEW PUMP MODEL PF200511 (1 OFF POLYLOK 20" D-BOX PART NO. 3017-20 PROVIDE ENDCAP MATERIAL - HDPE LEVELING DEVICES N DATE: 8/12/04 ON ALL OUTLETS POLYLOK D-BOX DETAIL CAST-IN-PLACE CONCRETE N.T.S. 36 DEADMAN POURED PRIOR TO PUMP BASIN INSTALLATION E PUMP PUMP BASIN 3ENINTO T EADMAN BASIN N.T.S. PROP. RES. GROUND ELEVATION 13.0 F.F. EL. 12.4 C/0 INV. EL. 8.9 INV. EL. 8.8 GROUND ELEVATION 16.0 � INV. EL. 9.5 i _ � o ,�INV. EL. 13.2 o 0 0 0 0 25 AN 500 5 12' m 8' TREATMENT TANK LEACHING POOL (2) INV. EL. 9.0 z J1 8' DEEP INV. EL. 13.4 ELEV., 130 0 0 0 0 0 INV. EL. 9.5 3' MIN.. BOTTOM EL. 5.0 BOTTOM EL. 3.65 BOTTOM EL. 3.5 HIGHEST EXPECTED GROUNDWATER ELEV. 2.0 -- - - - - - - - - - - - - - - - - - - - - - - - - - - -- SANITARY SYSTEM PROFILE N.T.S. � OF NEw � o DANIEL Ro FALASCO � oE . ce CONSULTING ENGINEER 94 STEUBEN BLVD., NESCONSET, NY 11767 (516) 317-7209 9g� 056 �� DATE 4— 5— 22 SCALE DRAWING NO. R�FEssI 0 - REV. 10— 22— 22 NITS 3 4— 30— 23 S-00 E EtATTACHFaD SPECIAL CONDITION , GRADINGL ND/OR PLOT PLAN . Abandonment of the existing sanitary system must be in conformance with the Department's requirements. Submit completed form WWM-080 as proof DWELLING PUBLIC WATER ` N 490 15'00" E 260.00± ' MAP OF MARRATOOKA PARK - - - � — �, � - - - - - - - - - - - - - — � - - � FILED 5/'7/ 1914 MAP # 19 ELEV ,� � —� � �� 19.3 -`� - cE tn °� SITUATED AT SOIL BORII�C� n � 2 �, ELEV 13.8 S�oR� ,� y M21'I C K (2) 8 0 8 DEEP GCE F E ti TOWN OF SOUTHOLD L EAC H I N GI POOLS � SIN �S1DENC MS \ � �G � '�' ELECTRI R EORoo EXISTING SUFFOLK COUNTY, NEW YORK NG FOR I/A UNIT I/A 3,1 -� DWELLING p SCTM #. 1 000 123 3 9 TER ERVICE PUMP , PANEL W IPPRN� PROPOSED —STY \ 685 BUNGALOW LANE M ATTI TUCK W A � \ PSEME 1 D D ITI O�N ' � �� ' e 12 4 153.5 D BOX - 89' 50% E P. ,� l - C.O. 6 HYDRO ACTION ENT �NP�- = ON EXITING o� ABANDON AN500 , SANITARY SYSTEM TREATMENT UNIT\G G�FZ�G S p� PROPOSED 2-\STY E AD ITION LOT AREA: G DEMOLIS \ `�► � EXISTING GA AGE 31 , 122 SF \ ' E S r, P Rp P'0 S ED 1 —STY ``— -- —~ -- 6-- ALL PROPERTIES cr ELEV / ADDITION WEST 0 E BUNGALOW LN . 17.7GARAGE o - - � _ _ - _ - - PROPOSED - - CONTAIN DWELLINGS AND s 490 15' 00" W DWELLING 298.47' SERVED BY PUBLIC WATER PUBLIC WATER Design Professional's Certification Required. Submit P.E. or R.A. Certification For The Installation and Construction of the Sewage Disposal System Use Form WWM-073 McDONALD GEO SERVICES OF 1 1 /10/21 P� O ELEV. 13.8 0.5' DARK BROWN LOAM (OL) Nor WELLS WITHIN 150 , o so 2.5' BROWN SILTY SAND (SM) SUFFOLK COUNTY DEPARTM11.!_: NT OF HEALTH SERVICES �FQ �° 05699 q IT FOR. APPROVAL F CONSTRUC;TION Fay ESS \ 10.0' PALE BROWN FINE SAND (SP) SINGLEFAMILY RESIDENCE OBI LY 17' HIGHEST EXPECTED GROUNDWATER ELEV 2.0 DANIEL 11R o FALASCO P . E . P . C . DAT E 6/9/23 .S - - ,No. R-22-1156 9 9 4.0' WATER IN PALE BROWN FINE SAND (SP) APPROVED .. J , 4 A CONSULTING ENGINEER . FOR 114AXIMUM OF 5 BEDRoorvs 94 STEUBEN BLVD., NESCONSET, NY 11767 TEST HOLE DATA EXPIRES THREE FEARS FROM DATE O APPROVAL (516) 317-7209 N.T.S. DATE 4— 5— 22 SCALE DRAWING NO. REV. 10— 22— 22 1 "= 30' � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 4- 30- 23 FINISHED GRADE ° e ° 0 ° ° CONCRETE COVER ° e ° N 0 0 O C e o MIN 4" DIA SDR 35 PVC Q 20» IIrS1 PIPE OR EQUIVALENT N - ; - e . : MIN. :.�� 2.0' MAX. ° PITCHED 1 /8"-1 ' MIN. o o o e CHIMNEY o e e o 0 ° ° o 0 J PRECAST SANITARY PROVIDE SECONDARD 00 `n wcl� oo M' ® ® ® ® ® ® ® RINGS (TYP) SAFETY COVER ® ® ® 4 PROVIDE SECONDARD Q ® ® SAFETY COVER z _ 3' MIN. COLLAR MATERIAL TO ® ® ® ® ® CONSIST OF CLEAN SAND AND GRAVEL INLET OUTLET 3' MIN. ABOVE HIGHEST EXPECTED GROUNDWATER k BE E ACKFILL MATERIAL TO BE I Er CLEAN SAND & GRAVEL 6' MIN. PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL S . C . D . H . S . SANITARY LEACHING POOL DETAIL N.T.S. v HYDROACTION TREATMENT UNIT MAIN DWELLING ELEC PANEL F—CB 1 DP1 0 DOSING PUMP I QUICK CB 2 RP1 RECIRCULATION PUMP DISCONNECT CB 3 MP1 MIXER PUMP SWITCH —0 MIDWEST P065P ----[7CB 4 C1 AIR AIR HOSE PUMP TO DIFFUSER CB 5 TO CONTROL1 RECIRC TIMER ENABLED CB A L1 PANEL 2 TYPICAL HYDRO ACTION AN500 DETAIL 5 HIGHWATER ALARM N.T.S. s � OF NEB � o DANIEL ' . 'ALA S C 0 TP . E . P . C . CIRCUIT BREAKER SPECIFICATIONS 9 9 CB A — 30 AMP _ CONSULTING ENGINEER CB 1 — 20 AMP FIELD WIRING CB 2 — 20 AMP GROUND MANUFACTURER WIRING ! 94 STEUBEN BLVD., NESCONSET, NY 11767 CB 3 — 20 AMP PNEUMATIC HOSE FIELD INSTALL CB4 — 10AMP ) 516 317-7209 ��v CB 5 — 10 AMP �0 05699) ��,\ ,DROP P��, DATE 4— 5— 22 SCALE DRAWING N0. WIRING SKETCH Es s i o� REV. 10— 2 2 2 2 N T s 2 4— 30— 23 E E T C I Mi E TP� , w1 T 9 ; t OPEN DISCHARGE PUMP TO DURAFIBER ACCESS LID OBTAIN GRAB SAMPLES FLD24G W/ RG24 SAFETY ORENCO EXTERNAL SPLICE GRATE TO GRADE BOX SBEX1 -4 PUMP BASIN DISHARGE ASSEMBLY MODEL PB2472 HV125 W/ DRAIN HOLE AN D BALL VALVE POLYLOK 20" HD COVER POLYLOK RISER AS REQUIRED TO FROM DRAINFIELD OWTS ON ORENCO DISCHARGE FRONT/SIDE VIEW TOP VIEW CUT AWAY VIEW PUMP MODEL PF200511 <J OFF POLYLOK 20" D-BOX PART N0. 3017-20 PROVIDE ENDCAP MATERIAL - HDPE LEVELING DEVICES N DATE: 8 12 04 ON ALL OUTLETS POLYLOK D-BOX DETAIL CAST-IN-PLACE CONCRETE N.T.S. 36 DEADMAN POURED PRIOR TO PUMP BASIN INSTALLATION PENETRATE PUMP BASIN PUMP BASIN 3" INTO DEADMAN N.T.S. PROP. RES. GROUND ELEVATION 13.0 F.F. EL. 12.4 C/0 INV. EL. 8.9 INV. EL. 8.8 GROUND ELEVATION 16.0 i INV. EL. 112 INV. EL. 9.5 i - n o o 0 0 0 0 25 AN 500 -------_-- TREATMENT TANK 5 � 12 °D 8 LEACHING POOL (2) INV. EL. 9.0 8 DEEP INV. EL. 13.4 ELEV. 13.0 0 0 0 0 0 INV. EL. 9.5 3' MIN. BOTTOM EL. 5.0 BOTTOM_ EL. 3.65 _ BOTTOM _EL. 3.5 _ _ _ HIGHEST _EXPECTED GROUNDWATER ELEV. 2.0 SANITARY SYSTEM PROFILE N.T.S. � OF NE Y DANIEL Ro FALASCO 11-j" . E . JPoCo o CONSULTING ENGINEER 94 STEUBEN BLVD., NESCONSET, NY 11767 (516) 317-7209 �Fp �°• 0 5 69°� � P��, DATE 4- 5- 22 SCALE DRAWING NO. FESS10� REV. 10- 22- 22 NTS 3 4- 30- 23 Z SEEATTACHED SPECIAL CONDITION, a GRADING PLAN AND/OR PLOT PLAN. Abandonment of the existing sanitary system must be in conformance with the Department's requirements. DWELLING Submit completed form VV M-080 as proof PUBLIC WATER N 49' 16'00" E 260.00t' MAP OF MARRATOOKA PARK a FILED 5 7 1914 ,MAP 19 ELEVT —� CE -� ¢ \ SITUATED AT x ` 1 SOIL 13.8 otz� ��y � d MATTITUCK c \ (2) B'0 �,8' DEEP I� 1 5\NG FE \ \ m cti �`a �� TOWN OF SOUTHOLD c. LEACHINGI POOLS ` RES\Og000s IS G y \ �� SUFFOLK COUNTY, NEW YORK II R I/A IQQ BED EXISTING o, \ I5T4NG 0 ENCO FOR I/A UN I/A 5 3�19 SF DWELUNG \ ti p SCTM#. 1000-123-3=9 ua WA R SERVICE 4 BUMP -��PANEL w/�M`�c PR( OSED I STY '� 685 BUNGALOW LANE, MATTITUCK as \ I \ 1 to a �Zat DDmo .153.5' D-BOX `50% EP.�l I ; ' C.O. 6 ` \ I HYDRO ACTION ENT �J wA�K 2 0 ,` ABANDON EXITING ` ` SANITARY SYSTEM\I AN50b \ \ TREATMENT UNIT PROPOSED 2--qTY ` �y GRP t ADpITION LOT AREA: O \ EXISTI G GAFI GE \ 31,1 1 C PRpPOSED 1-STY ALL PROPERTIES ELEV \ / ADDITION WEST OF BUNGALOW LN. 17.7 __ Q __ _ __ PRotPSED GARAGE CONTAIN DWELLINGS AND s 49' f6' 00" 1Y DWELLING 298.47' SERVED BY PUBLIC WATER PUBLIC WATER Design Professional's Certification Required. Submit P.E.or R.A.Certification For The Installation and Construction of the Sewage Disposal System Use Form WWM-073 M.DONALD GEO.SERVICES ! �OFNE Y /101 ELEV. 0.5' DARK BROWN LOAM (OL) NO WELLS WITHIN 150' o °o 2.5' BROWN SILTY SAND (SM) W SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ys�opN°ME •056999 PERMIT FOR APPROVAL OF CONSTRUCTION FORA RGFESSIONp� .10,0' PALE BROWN FINE SAND (SP) SINGLE FAMILY RESIDENCE ONLY 17' jH.10GHEST EXPECTED GROUNDWATER EMV 2.0 DAN IE1 L R. FALAS C 0, P.E., P.C. DATE 6/9/23 S F NO. R-22-1156 is — LTING ENGINEER WATER IN PALE BROWN FINE SAND (SP) I APPROVE_ D T '�,��_, � CONSULTING FOR MAXIMUM OF 6 BEDROOM& 94 sTEUBEN BLVD., NESCONSEr, NY 11767 TEST HOLE DATA EXPIRES THREE YEARS FROM DATE OFAPPROVAL (516) 317-7209 N.T.S. PATE 4— — 2 1 SCALE DRAWING NO. REV. 10—22-22 1"=30' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I 4-30-23 FINISHED GRADE CONCRETE COVER /- MIN 4°DIA SDR 35 PVC 2G o-' -a PIPE OR EQUIVALENT IN 20'MAX. PITCHED 1/8°-1' MIN. rHIMNFY ®®®®®e ®®®® JIBIACKnLL ®®® PRECAST SANITARY ®®®®®®I. RINGS(lYP) PROVIDE SECONDARD ®®® SAFETY COVER ®® SAFETY COVERNOAIiDJ'MIN. COLAR MATERW.TO mg== CONSIST OF CLEAN ®®®®®I® SANG AND GRAVEL ®I® INLET3'MIN.ABOVE HIGHESTMGROUNDWATER EEr1TTACHMENT(S) MATO BE LEAN SAND h GRAVEL 6'MIN.PENETRATION INTO VIRGIN STRATA OF SAND k GRAVEL S.C.D.H.S. SANITARY LEACHING POOL DETAIL N.T.S. HYDROACTION TREATMENT UNIT MAIN DWELLING ELEC PANEL CB 1 DP7 DOSING PUMP ❑ QUICK CB 2 RPt RECIRCULATION PUMP DISCONNECT CB 3 P1 MIXER PUMP SWITCH MIDWE ST P065P CB 4 Cl AIR — AIR HOSE PUM TO DIFFUSER CB 5 To-- RECIRC TIMER ENABLED Go CB A L1 PANEL 2 TYPICAL HYDRO ACTION 500 DEfAI 0 HIGHWATER ALARM .s CIRCUIT BREAKER SPECIFICATIONS 6 P��OF NE�rO,p DAN I E L R. FALAS C 0, P.E., P.c. CB s F cB i—20 MP caouND FIELD WIRING a °� CONSULTING ENGINEER CB 3-20 AMP MANUFACTURER WIRING 94 STEUBEN BLVD., NESCONSET, NY 11767 CS 4- 10 AMP — —PNEUMATIC HOSE(FIELD INSTALL) F (516) 317-7209 CB 5- 10 AMP tp N 9 v= DATE 4-5-22 WIRING SKETCH FopR�fESS10 P � REV- 10-22 22 SCALE DRAWING N0. 4-30-23 NTS NYSDEC APPROVED AS PER TERMS AND CONDITIONS OF 11 PERMIT NO _ DATE �. '3'�I`�� OPEN DISCHARGE PUMP TO DURAFIBER ACCESS UD OBTAIN GRAD SAMPLES FLD24C W/RG24 SAFELY —ORENCO EXTERNAL.SPLICE GRATE TO GRADE BOX SBEX1-4 PUMP BASIN ASIN --DISHIRGE ASSEMBLY MODEL HV125 W/DRAIN 110it AND BALL VAIN' -_�POLYLOK 20'HD COVER " POLYLOK RISER AS REQUIRED .1.0 ....._.._s„ FROM _......._� DRNNFIELD ON _ ORENCO DISCHARGE .mwnrecev�q ,� cveywnvvkw PUMP MODEL PF200511- 1 - OFF POLYI.OK 20"D-BOX } "� PART NO.3017-20 PROVIDE ENDCAP MATERIAL-HDPE LEVELING DEVICES N DATE 8/12/04 ON ALL OUTLETS POLYLOK D—BOX DETAIL i , CAST--IN-PLACE CONCRETE N.i'i I! 36 DEADMAN POURED PRIOR TO PUMP BASIN INSTALLATION ETRATE PUMP PUMP BASIN ;'INTO MADMAN BASIN N.T.S. PROP. RES. F.F. EL 12.4 INV. EL. 8.9 INV. EL 8.8 -----,C/o 7 _ GROUND ELEVATION 16.0 I INV. EL 13.2 INV. EL 9.5 ..........----- x / 5, j / TREATMENT TANK a 12 8 J LEACHING POOL(2) INV. EL.. 9.0 JJJ ._-._._._....... _........ / ? J 8' DEEP INV. EL, 13.4 0 0 0 0 INV. EL.. 9.5 ELEV. 13.D 3' MIN. DUTIOM EL. 3.65 HIGHEST EXPECTED GROUNDWALER ELEV. 2.0 SAWARY SYSTEM PROFILE N.T.S. f"E- )7n, DANIEL R. FALASCO, P.E., P.C. CONSULTING ENGINEER _ 94 STEUBEN BLVD., NESCONSET, NY 11767 Tn c� (516) 317-7209 2 o�.0"69 �a, -- DAL'[ SCALE DRAWING NO. R�fESSIO 3 4-5-22 NTS J r r r T/MON r r r r r r 1 8.4T FD ov r � rrr � �P o rrrr � p�C �o�N�c rr x � r rrrrr x/' rr � rrrrr � rr � / �yh iCID � -- N U 0' �' 2 r r r 3uJ� ,/ 4 5'NO DISTURBANCE 10'NON TURF BUFFER VEGETATED \,�Xk��G /BUFFERZONE WITH NATIVE SALT 1a� LANDWARD OF TOLERANT VEGETATION �� �� �� r �� �'• /TIDAL WETLAND FLOOD r HWM ZONE 0.9B' NVJM �4.1 sw1f0Ro�� ur \MA F�O� 3.5' �p0.�' /� � oo / SET@ACK �cc ' SRO LIIyE LL/ `� I r�oy rl.\ I 6.8' mew FLOOD O �a�a Y�`x : 02 LOT AREA=31,122 S.F. ZONE / x a 5� EXISTING X O 5 8' o,o, CWr \ SANITARY/SYSTEM y ADJACENT AREA(UPLAND)=29,672 S.F. co / w m (TO BE RRE�MOVED &INFILLED) GPO / O EXIPTING RAMP TO aaor I FE.5.5'W B REPLACEDIN i� I DAME LOCATION (DWI I \r�I 3S•72, W / -OH ��I 110.5' I PRO�Tt6� \T(PROP•�-�� CIO 2 _ \ GATE CE EL=6.0't 40.2' % 21.5' /32.66' (� LL F1�5. PROP\J` '4AQ'E_ — / STEP rrr o y / 1 STY �;it 1 PR�O�PP ry 10 MIIf— �(DW1MN / FR RES �jl' wPA CA / #685 FFL EL=12.4T or 2-2 4' 10.7' 0 27,41, / °� o FFL EL=12.4'_ o RP$3'GAFt / n — — — — — FR 6 Sm&BH �CE�BOl� "o Y 15.9' STOOP pt 1 'tn( 0 co j o TR 4.92 12.1' f �c 1 I� c0 12.2, o 17.0' w-` s �w1MN 2 \r ? MAS 1 a,PROA1$ill r - MN./ WALK 1111-1 CO `u-1 2t.�0OF Root OW1 10, ; ELECTRIC FOR / Wl I/A UNIT 1` / PR p. GAR q .20, R �W�`aow WO PAVERS READ P P. PROPOSED / HYD O ACTION j D.Ul PROPANE 0NT DI CONC. T 1 A WENT UNIT (L TANK 11 , BLO 9ET.WALL / 13.7' ter/ Tn. L R.DRAIN 13 OREN .8' / _-_--- 3'/ FE.O.L. CO PUMP /I �D-BOX r a0 �DW HIN. (2)8'0 k 8'DEEP \ 0G LEACHI G POOLS (n _ O �• o O L — ' 16.5' 17.1' PROP. /^ z > �� co :SANITARY a o 1 SYSTEM U O I 7 50% 0G a a II Z U EXPANSION FU - a Q W , J �CD W 1 Vj of = 2.1 Nl CM N O FD � UP I?NN N 114, CIO 0.5'N OWM FD E/P 17.83' a PIT Of cm EIP 1B'S4 FE.0.6'W FD `I�I EOGe 193a N VV MAP OF DESCRIBED PROPERTY JUN 1 4 2024 SITUATE AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK � �'vn, :z' ''. !''' �.'d._ ALSO APPEAR ON "MAP OF MARRATOOKA PARK" FILED: 5/7/1914, FILE#19 CERTIFIED TO: MIKHAIL RAKHMANINE AND JENNIFER RAKHMANINE FIDELITY NATIONAL TITLE INSURANCE COMPANY (TITLE No. 7404-010660) ©COPYRIGHT 2024 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SCALE 1"=30'(11"X17") CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIR INTEREST AND/OR ASSIGNS. SCTM 1000-123.00-03.00-009.000 CERTIFICATIONS ARE NOT TRANSFERABLE. SURVEYED:MARCH 11,2021 THE EXISTENCE OF RIGHTS OF WAY,AND/OR EASEMENTS OF RECORD,IFANY NOT SHOWN ARE NOT GUARANTEED. REVISED:JUNE 29,2022 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7200-2 OF THE NEW YORK STATE EDUCATION LAW. REVISED:OCTOBER 19,2022 DO NOT SCALE FENCES.OFFSETS SUPERCEDE. REVISED:JANUARY 16,2023 ELEVATIONS REFER TO NAVD'88INDICATED THUS 0_0'.PROPOSED ELEVATIONS INDICATED THUS 0.0' REVISED:APRIL 11,2024 LAND SURVEY LONG ISLAND.COM � OF NE WARD BROOKS LAND SURVEYOR 71AFMBR �s - 11 OCEAN AVENUE ; BLUE POINT, NY. 11715 r kf (631 ) 576-7794 (631 ) 363-3179 - .• 50731 SJ�� WARDBROOKSO@GMAIL.COM FILE#11067 DWELLING PROPOSED 8'/ X 4' PROPOSED 8'0 X 4' PUBLIC WATER DEEP ROOF DRAIN DEEP ROOF DRAIN McDONALD GEO SERVICES 11 N 49' 16'00" B 260.00.*' LEV. 1 . .. ELEV. 13.8 EL EV �' — 0.5' DARK BROWN LOAM (OL) \`9.3 T 1 SE�LIB0318G l O Day \`\ \ 4,� �W. �1. 2.5' BROWN SILTY SAND (SM) c PROPOSE SANITARY I� \ SI FE D Y ob` \ \c+� \\A �� SYSTEM B� Ng G� \ A \ 5 °w. \\ WATER SE \ O 'ALB A'� Al \\ \ 10.0' PALE BROWN FINE SAND (SP) F F' 12 \ 17 C. \ 0 PROPOSEDFEN \ \ HIGHEST EXPECTED GROUNDWATER ELEI/2.0 0 1 WI yo \ )� DEEP 8, X 4! \ 4.0' WATER IN PALE BROWN FINE SAND (SP) GA E 1� 1 PFf1t � /\ E� pROPOR A� 516 F ) S ADDITION 1/� \\ LOT AREA: N.T.S. 31,122 SF E 17.7E [E [ - I FV — — — — i'STING LIGARAGE u V F i 3 49' 15' 00- A PROPOSED 8'1/X V 299.47' DEEP ROOF DRAIN - J U N 1 4 2024 -' PROPOSED x a DEEP DRIVEWAY DRAIN PROPOSED STORMWATER PLAN SILT FENCE SMLF4 1=20 CONSTRUCTION SPECIFICATIONS x y ?. ,. t.WOVEN S O FENCE TO BE FASTENED SECURELY S FENCE POSTS WRH DRIVEWAY DESIGN CALCULATIONS ROOF DRAIN DESIGN CALCULATIONS(FRONT) ROOF DRAIN DESIGN CALCULATIONS(REAR) r -• .» WRff TIES OR NOOD. .POSTS SHALL BE STEELL EIff1ER 7 OR 11' di' TYPE� DRIVEWAY AREA=4867 SF ROOF AREA=1550 SF ROOF AREA= 1750 SF a�>G'i' •• �._ _;'._�`i���_`:.:a:• ' 2.FILTER CLOTH TO BE TO BE FASTENED SECUMY TO WOVEN WIRE FENCE 1923'2'RAINFALU72 x 0.3(runOR c°efficient)=96.6 CF 1550'2'RAINFAWI2-258 CF 1750.2'RAINFALUI2=291.7 CF WITH RES SPACED EVERY 24'AT TOP AND 1®SECTION.FENCE SHALL L 96.5CF/42.2 CFNF(B'DIA.POOL)=2.3 VF 258 CF/42.2 CFNF(B'DIA.POOL)=6.1 VF 291.7 CF/42.2 CFNF(B'DIA POOL)=6.9 VF BE WOVEN WINE,12 1/2 GWIGI:6'MAIMMUM MESH OPENING. PROVIDE 1-8'DIA X 4'DEEP=4 VF PROVIDE 2-V DIA X 4'DEEP=8 VF PROVIDE 2-V DIA X 4 DEEP=8 VF 3.WHEN TWO SECTIONS OF FILTER CLOTH AWO01 EACH OTHER THEY SHALL BE OVER-LIPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE '-- EITHER FILTER X MIRAFl TOM STABIUNRA T140N,OR APPROVED EQUF/ALFNT. 4.PREFABRICATED UNITS SHALL BE CEDFAB,ENVIROFI=OR APPROVED MAP OF MARRATOOKA PARK S.EMA�INTEN�ANCE SHALL BE PERFORMED AS NEEDED AND MATERHL REMOVED FEM 5/7/1914 'MAP # 19 WHEN'BULGES'DEVELOP IN THE SEIT FENCE SITUATED AT MATTITUCK WOVEN WIRE FENCE(MIN.14 1/2 TOWN OF SOUTHOLD GAUGE W/MAX 6-MESH SPACING) 36'MIN.LENGTH FENCE SUFFOLK COUNTY, NEW YORK 1a MAX C,TO a POSTS DRIVEN MIN.16' 36'YB1 FENCE PST INTO GROUND. WOVEN WIRE FENCE(YR 14 SCTM#. 1000-123-3-9 1/2 GAIG _(aoE 685 BUNGALOW LANE, MATTITUCK •,•-.s r SPACING ,,, ••t•• FLOW IRiDmam GROI m •. •:• - HEIGHT OF FILTER --� =,6•MIN. COYPACTEDSOR �F OF NE ro DANIEL R. FALASCO, P.E., P.C. ,v W W W �• '• +w r EMBED FILTER CLOTH W W W W W W W y •W .W W! A MR Of V IN GROUND. I4• = a� CONSULTING ENGINEER --T[ `6'MEN, SECTION�� 94 STEUBEN BLVD., NESCONSET, NY 11767 PERSTVCIIVE (516) 317-7209 0 N6999 62 SILT FENCE DETAIL PROFES O.05 SIOdp��� DATE SCALE DRAWING NO. N.T.S. 11-08-22 AS NOTED 5o83Y r - r r r r r rrr T/NION --� r .3' rrrrrrr 51 8.43' -DOCK r r r r r r r r r r 1q6• CM FD �J'J -FRr�.eJ G r r o (]\ -PIER- ��I�F. FE - J - rrrrrlGP rr• rrr r rr rrrr V r r r r r r FLOOD r HAM 4.52' ZONE NWM o.se '( 4.T m AE-6 o°OZ F`CMA Fl-Op� 3.5' ,NOOO 6.8' y / lu -11 FLOOD O LOT AREA=31.122 S.F. ZONE 5.7' ADJACENT AREA(UPLAND)=29.672 S.F. x N 5.6 SF MAS DECK FE.6.5W CONC, SLATE PLAT. (1.8'H) W C.E. WALK PEAKEL 2 33.7' BW � U 40.3' 21. GATE u2 ^ 8' 10.T LL n 14.3 n l SCREENED Z 4.60'E PORCH FR PLAT.1 1 STY O.D.SHOWER FR RES L-- #685 10. m ROOF 2 STY FFL EL=12_48' 14.3' 3 AC's GM 15.9' N 1'4.Z, 12Z u o 4 n,2.J J n 1 w GARAGE 132 Z IS 3 ^I G.FL.EL.11.65' BANALL 11.2' 1.B' BLOWER.+�I 1' 21.a' or l O! 6•., DRAIN 8'DIA%8' o� 1 . o--- 0 0 11_39 a SANITARY TIE DISTANCES 90 PUMP ELECTRIC 13.T LINE TNV✓L A N 8 BIWALL 12..8' ,q4,J�0.B0% FE.O.L.�GAS L- / T/WALL 1.2' DH 41'TANK LP22 BMALL 1.7LP1/[]\ TAVALL 15.2' BANALL 13.4' 7 j 16.5' 16.1' 60 17.1 p� o E.M. HVP < Q' .0 18.0' HYD CM 2.1'N FO O) UP 131. P CM P`�MENT WM 1T Z E/P 17.83' 8 3'O 9.0' FD O DM F jZy 00• FE.0.6'W FD 1As. t1% W EOGE 19.3 N 67°AO'53° W LPNE BVNC,p.1.� E'> MAP OF DESCRIBED PROPERTY SITUATE AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK ALSO APPEAR ON "MAP OF MARRATOOKA PARK" FILED:5/711914,FILE#19 CERTIFIED TO:MIKHAIL RAKHMANINE AND JENNIFER RAKHMANINE SCALE 1"=30'(11"x17") SCTM 1000-123.00-03.00-009.000 FIDELITY NATIONAL TITLE INSURANCE COMPANY(TITLE No.7404-010660) SURVEYED:MARCH 11,2021 QCOPYRIGHT 2026 WARD BROOKS.ALL RIGHTS RESERVED.DUPLICATION OF THIS DOCUMENT IS A VIOLATION OF FEDERAL COPYRIGHT LAW. REVISED'JUNE 29,2022 THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WRH THE CODE OF PRACTICE ADOPTED BY THE NEW OC YORK STATEASSIAHON OF PROFESSIONAL LAND SURVEYORS. REVISED'OCTOBER 19,2D22 CERTIFICATION SHALL RUN ONLY TO THE PERSON.THEIR INTEREST ANWORASSIGNS. REVISED'JANUARY 1 H.2023 CERTIFICATIONS ARE NOTTRANSFERABLE. REVISED'APRIL 11.2024 THE EXISTENCE OF RIGHTS OF WAY.ANDIOR EASEMENTS OF RECORD,IF ANY NOTSHOYIN ARE NOT GUARANTEED. FINAL SURVEY:SEPTEMBER 11,ZO2S ANY ALTERATION Oft ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 720L2 OF THE NEW YORK STATE EDUCATION LAW. REV BED:NOVEMBER 20.2025 DO NOT SCALE FENCES.OFFSETS SUPERCEDE. REVISED'DECEMBER 10,2025 ELEVATIONS REFER TO NAVO'SB INDICATED THUS 0_0.PROPOSED ELEVATIONS INDICATEDTHUS O.V REVISED:JANUARY 30,2026 LAND SURVEY LONG ISLAND.COM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR C'r � WARD BROOKS LAND SURVEYOR ASINGLE FAMILY RESIDENCE Ddte eL69/d6 _ 26 HS.Rot NO R-22.1156 11 OCEAN AVENUE BLUE POINT NY. 11715 The ewa9e disposal antl water supply facilities at This oca4on have been 1 inspected and/or mfbfled by this Deparlment or Diner a9ences and found r to be satisfactory FORA MAXIMUM OF_ _s _--BEDROOMS. (631) 576-7794 (631) 363-3179 _ n�q WARDBROOKSO@GMAIL.COM JO AI,PE.,CHIEF `'O,` 0lilce of WastewaleT Management FILE#11067 �o�3y C�( Generated by REScheck-Web Software J Compliance Certificate Project 685 Bungalow Lane ® 2 0 nn E Energy Code: 2018 IECC IL U Location: Mattituck, New York Construction Type: Single-family FEB 7 2025 Project Type: New Construction Conditioned Floor Area: 3,209 ft2 Glazing Area 18% 8ullding N!'partnlent Climate Zone: 4 (5331 HDD) Town of Southold Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 685 Bungalow Lane Mikhail Rakhmanine Christopher Jeffrey Architects pllc Mattituck,NY 11952 6488 Forest Knoll Ct. 11 Sheridan Road Allentown, PA 18106 Hampton Bays, NY 11946 610-762-0795 631-594-5485 mrak9l@hotmail.com chris@christopherjeffrey.com Compliance: Passes using UA trade-off Compliance: 0.9%Better Than Code Maximum UA: 572 Your ILIA: 567 Maximum SHGC: 0.40 Your SHGC: 0.30 The/o Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the LIA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Req. Perimeter Ceiling-2x8: Flat Ceiling or Scissor Truss 1,698 30.0 0.0 0.035 0.026 59 44 Ceiling-Hot Roof: Cathedral Ceiling 1,230 38.0 0.0 0.027 0.026 33 32 Wall 2x4:Wood Frame, 16"o.c. 1,104 15.0 0.0 0.077 0.060 75 58 Door: Glass Door(over 50%glazing) 21 0.300 0.320 6 7 SHGC:0.30 Window:Vinyl Frame 109 0.300 0.320 33 35 SHGC: 0.30 Wall 2x6:Wood Frame, 16"o.c. 2,004 21.0 0.0 0.057 0.060 85 90 Door 2:Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 1 of10 Cont.Gross Area Cavity •s Perimeter Door 1:Glass Door(over 50%glazing) 119 0.300 0.320 36 38 SHGC: 0.30 Window 1:Vinyl Frame 366 0.300 0.320 110 117 SHGC: 0.30 Wall-partition 2x4:Wood Frame, 16" o.c. 240 15.0 0.0 0.077 0.060 17 13 Door 3:Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Wall-Partition 2x6:Wood Frame, 16" o.c. 176 21.0 0.0 0.057 0.060 9 9 Door 4: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Floor 2x8:All-Wood joist/Truss 817 30.0 0.0 0.033 0.047 27 38 Basement Wall: Solid Concrete or Masonry Wall height: 7.0' 819 0.0 14.0 0.050 0.059 41 48 Depth below grade: 6.0' Insulation depth: 7.0' Crawl Wall: Solid Concrete or Masonry Wall height: 3.5' 370 0.0 10.0 0.072 0.059 27 22 Depth below grade: 3.0' Insulation depth: 3.5' Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. YL�, 4/16/2024 Name-Title Signature Date Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 2 of10 CREScheck Software Version : REScheck-Web �(J Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0%were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section I Plans Verified field Verified # Pre-inspection/Plan Review Complies? Comments/Assumptions & Re .ID Value Value. 103.1, ;Construction drawings and i❑Complies Requirement will be met. 103.2 documentation demonstrate J❑Does Not [PR1]1 ;energy code compliance forthe ;building envelope.Thermal J❑Not Observable i envelope represented on ❑Not Applicable ; ;construction documents. ; 103.1, ;Construction drawings and '❑Complies ,Requirement will be met. 103.2, ;documentation demonstrate ❑Does Not 403.7 !energy code compliance for s [PR3]1 ;lighting and mechanical systems. ❑Not Observable , ;Systems serving multiple { ❑Not Applicable ! dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. 302.1, Heating and cooling equipment is I Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not [PR2]2 ion loads calculated per ACCA Cooling: Cooling: Manual J or other methods I Btu/hr I Btu/hr 191, :❑Not Observable ;approved by the code official. ;[]Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies? Comments/Assumptions & Re .ID 402.1.1 ;Conditioned basement wall ; R- ; R- ;❑Complies ;See the Envelope Assemblies (F04]1 insulation R-value.Where interior: ❑Does Not ;table for values. insulation is used,verification R- R v '❑Not Observable ;may need to occur during Insulation Inspection. Not ;❑Not Applicable jrequired in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wall ;❑Complies ,Requirement will be met. (FO5]1 iinsulation installed per i I❑Does Not u manufacturer's instructions. ❑Not Observable J❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft ft ;❑Complies ;See the Envelope Assemblies [FO6]1 I insulation depth of burial or i ElDoes Not ;table for values. I distance from top of wall. J ❑Not Observable ; ❑Not Applicable 303.2.1 'A protective covering is installed { 10Complies ;Requirement will be met. [FO11]z ito protect exposed exterior I ElDoes Not gj �insulation and extends a ' 1 minimum of 6 in. below grade. ❑Not Observable ; J❑Not Applicable 403.9 1 Snow-and ice-melting system ,, ❑Complies ;Requirement will be met. [FO12]2 Icontrols installed. i ;❑Does Not Ni { UNot Observable S ; �❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-in inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies ;table for values. 402.3.4 ❑Does Not [FRlJI '❑Not Observable ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). E❑Does Not table for values. 402.3.3, ' 402.5 ; UNot Observable [FR2]1 ; ;❑Not Applicable ; I 303.1.3 ;U-factors of fenestration products; y❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance ; ❑Does Not with the NFRC test procedure or I ❑Not Observable ;taken from the default table. ! IE]Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ¢ ;❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's I ❑Does Not !instructions. a❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 his listed and labeled as meeting I 3S❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 !❑Not Observable , ;or has infiltration rates per NFRC ; 1400 that do not exceed code ❑Not Applicable ; limits. ; 402.4.5 1 IC-rated recessed lighting fixtures ❑Complies ;Requirement will be met. [FR16]? i sealed at housing/interior finish j❑Does Not and labeled to indicate s2.0 cfm 3❑Not Observable leakage at 75 Pa. ; 3❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics E❑Complies ;Requirement will be met. [FR12]1 !insulated >= R-8 where duct is T❑Does Not ; >= 3 inches in diameter and > I❑Not Observable R-6 where <3 inches. Supply and return ducts in other portions of i ;❑Not Applicable :the building insulated >= R-6 for diameter>= 3 inches and R-4.2 i !for< 3 inches in diameter. a 403.3.2 ;Ducts, air handlers and filter I 510Complies !Requirement will be met. [FR13]1 ;boxes are sealed with FDoes Not !joints/seams compliant with I ' U ;International Mechanical Code or ; ❑Not Observable !International Residential Code,as ❑Not Applicable ; ;applicable. 403.3.5 !Building cavities are not used as ( ;❑Complies ;Requirement will be met. [FR15]3 ;ducts or plenums. y❑Does Not ❑Not Observable ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies :Requirement will be met. [FR17]2 above 105 °F or chilled fluids ;❑Does Not I below 55 °F are insulated to>_R- o i3 ; ; ;❑Not Observable # UNot Applicable 403.4.1 :Protection of insulation on HVAC ; ;❑Complies ;Requirement will be met. [FR24]1 piping. i❑Does Not J❑Not Observable ❑Not Applicable 403.5.3 i Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 zR-3. :❑Does Not ❑Not Observable 1 ;❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? I Comments/Assumptions & Req.ID 403.6 (Automatic or gravity dampers are I❑Complies :Requirement will be met. [FIR 3 installed on all outdoor air ❑Does Not intakes and exhausts. I ❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 6 of10 Section Plans Verified Field Verified # insulation Inspection Value Value Complies? Comments/Assumptions & Re .ID 303.1 IAII installed insulation is labeled ❑Complies ,Requirement will be met. [IN13]'2 !or the installed R-values ; j❑Does Not provided. I f ;[]Not Observable is �❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood '❑ Wood ;❑Does Not :table for values. [IN1]1 ; ❑ Steel ❑ Steel tlNot Observable i I I❑Not Applicable 1 1 1 � 1 303.2, ;Floor insulation installed per (`( ❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and i ;[]Does Not [IN2]1 !in substantial contact with the underside of the subfloor,or floor i ❑Not Observable r !framing cavity insulation is in ❑Not Applicable z contact with the top side of ;sheathing,or continuous ; j insulation is installed on the underside of floor framing and extends from the bottom to the !top of all perimeter floor framing members. I ; 402.1.1, ;Wall Insulation R,value. If this is a 1 R- R- I❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not 3 table for values. 402.2.6 :wall insulation on the wall Mass❑ Mass ❑ ❑Not Observable ; [IN3]1 ;exterior,the exterior insulation I 1 V i requirement applies(FR1O). ;❑ Steel ❑ Steel ❑Not Applicable I i i 1 1 1 1 i I 303.2 Wall insulation is installed per s❑Complies ;Requirement will be met. [IN4]1 !manufacturer's instructions. ;❑Does Not ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, Steel ❑ Steel ;❑Not Observable 402.2.6 [Fill' ;❑Not Applicable ; ; 303.1.1.1,;Ceiling insulation installed per ; ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ElDoes Not [FI2]1 ;Blown insulation marked every ; ❑ 300 ft2. ! INot Observable ; ❑Not Applicable ; 402.2.3 ;Vented attics with air permeable s❑Complies ;Requirement will be met. [F[22]2 i insulation include baffle adjacent +❑Does Not Ito soffit and eave vents that ;extends over insulation. ( ❑Not Observable ; 1EINot Applicable ; 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 insulation all-value of the ❑Does Not ;adjacent assembly. ;❑Not Observable , ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 'ach in Climate Zones 1-2,and ❑Does Not <=3 ach in Climate Zones 3-8. : ; ❑Not Observable , ❑Not Applicable 403.3.3 ;,Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 :determine air leakage with ft2 ft2 :❑Does Not either: Rough-in test:Total ; ' ;leakage measured with a ; ;❑Not Observable ;pressure differential of 0.1 inch I ;❑Not Applicable ; w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ; test. Postconstruction test:Total leakage measured with a :pressure differential of 0.1 inch w.g.across the entire system :including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ; ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in �❑Not Observable :tests,verification may need to ; ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ; L❑Complies ;Requirement will be met. [F[24]1 :by manufacturer at<=2%of i❑Does Not design air flow. f ❑Not Observable , !❑Not Applicable 403.z.1 1 Programmable thermostats ` ODoes Complies :Requirement will be met. [Fig] installed for control of primary Not !heating and cooling systems and ; ;initially set by manufacturer to ( ❑Not Observable !code specifications. �❑Not Applicable 403.1.2 Heat pump thermostat installed a❑Complies ;Exception: Requirement is [FI10]2 Ion heat pumps. i ;❑Does Not :not applicable. ❑Not Observable ❑Not Applicable 403.5.1 l Circulating service hot water j ;❑Complies ;Requirement will be met. [FI11]2 !systems have automatic or i :❑Does Not + ] accessible manual controls. i ;❑Not Observable ' 3 ;❑Not Applicable 11 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 8 of10 Section Plans Verified Field Verified" " ' Comments/Assumptions &'Req.1D Value Value• 403,6.1 All mechanical ventilation system ❑Complies Requirement will be met. [FI25]2 ,fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy land air flow limits per Table ❑Not Observable {R403.6.1. ❑Not Applicable 403.2 !Hot water boilers supplying heat ;❑Complies !Requirement will be met. [FI26]2through one-or two-pipe heating ❑Does Not systems have outdoor setback , control to lower boiler water [-]Not Observable temperature based on outdoor ❑Not Applicable temperature. 403.5A.1 f Heated water circulation systems? ❑Complies ;Requirement will be met. [FI26]2 have a circulation pump.The i ❑Does Not system return pipe is a dedicated( 3 { } ❑Not Observable ; return pipe or a cold water supply(" pipe.Gravity and thermos- ;'' ❑Not Applicable Isyphon circulation systems are z not present. Controls for circulating.hot water system { pumps start the pump with signal "for hot water demand within the r�r .occupancy.Controls i automatically turn off the pump ' ;when water is in circulation loop is at set-point temperature and I g no demand for hot water exists. 403.5.1.2 j Electric heat trace systems , ❑Complies :Requirement will be met. [F[29]2 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the (❑Not Observable , heat tracing to maintain the ]❑Not Applicable )desired water temperature in the i piping. I 463.5.2 IDemand recirculation water ' [ Complies ;Requirement will be met. [F[30]2 ]systems have controls that f ❑Does Not manage operation of the pump and limit the temperature of the : ❑Not Observable water entering the cold water 4 J❑Not Applicable piping to <= 104°F. I ; 403.5.4 ,Drain water heat recovery units , ❑Complies :Requirement will be met. [FI31]2 tested in accordance with CSA ]❑Does Not 1355.1. Potable water-side ]pressure loss of drain water heat ❑Not Observable : ❑Not Applicable recovery units< 3 psi for ; individual units connected to one J or two showers. Potable water- t side pressure loss of drain water • heat recovery units< 2 psi for individual units connected to three or more showers. . 404.1 {90% or more of permanent ; [F1611 !fixtures have high efficacy lamps. �❑1❑Complies :Requirement will be met. Does Not t � , i _ �DNot Observable : J❑Not Applicable 404:1.1„ Fuel gas lighting systems have ❑Complies i Requirement will be met. [FI23]3 ' !no continuous pilot light. �❑Does Not ❑Not Observable Y, ❑Not Applicable 401.3 #Compliance certificate posted. _(❑complies Requirement will be met. [FI7]2° '❑Does Not IEIN.t Observable ❑Not Applicable 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 303.3 Manufacturer manuals for ; ❑Complies :Requirement will be met. [FI18]3 !mechanical and water heating ❑Does Not ;systems have been provided. ; 1❑Not Observable , ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 685 Bungalow Lane Report date: 04/16/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation.Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 14.00 Floor 30.00 Ceiling/Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments #NG A1!`PLUNjF31fSG'11M1A�'I'B APJVEO AS NOTED w� t B.P.# S aul-f FEE BY: .. NpTIFy,LDING DEPART ENT AT 631.7&V 8AM TO 4PM FOR THE F0LL0�INSPECTIONS: PLUMBER CERTlFICA,Tl t. FOIATIO�d ' � f ON LEAD:CONTENT BEFOE FODURE- CER77FrAT cuPAN� 2. Roi-FRAMV IN& OF OC a IN,-�TION moER-uSED IN WATER Fib-CONSTRUCTION MUST $UJ F YS � '1 A'NNO BBMPLETE FOR C.O. EXCEED 2/'fI0`QF:t%LEAF ALL 6TRUCTION SHALL MEET THE AEQUII ENTS OF THE CODES OF NEW YORKATE. NOT RESPONSIBLE FOR ELECTRICAL DESIGIRCONSTRUCTONERRORS aNSPECTION REQUIRED COME(WITH ALL CODES OF NEW Y0C STATE&TOWN CODES TRUSS PLACARDING REQUIRED AS REQIIED AND CONDITIONS OF SOUTHOLDTOWN ZBA SOUTHOLDTOWNTRUSTEES i30`I!JQT.:RROCEER'WLT.,H FfIA(�ING.UN`fitURUEY v N.Y.S.DEC 0>=FOUNDATI4M T HAS BEEN- Must provide Manuals D, J and S as per OCCUPANCY OR IVYS Energy Code USE IS-UNLAWFUL WITHOUT, CERTIFICA^ Blower door OF O�CCUPANCY and ductwork testing required. i�ETPI(NgMWX0 RMFF pURSUANTT4 CIUM � OF IME TOWN All exterior lighting installed,replaced or repaired shall conform to Chapter 172 of the Town Code FRAMING NOTES STATISTICAL DATA & DESIGN CRITERIA 2020► RESIDENTIAL CODE OF NYS COMPLIANCE DATA DRAINAGE CALCULATIONS revisions date - A Ani existing situation 08-26-2021 1. ALL FRAMING LUMBER SHALL BE GRADE STANMPED HEM-FIR LARCH STRUCTURAL GRADE NO.2(FB=1150PSI)OR BETTER. OWNERIAPPLICANT: MIKHAIL&JENNIFER RAKHMANINE (these are rminimum requirements and my differ from actual construction techniques) % updated site plan(topography) 10-29-2021 2. PRESSURE TREATED PILES TO BE 10"MIN.BUTTT,MIN.12 TON BEARING CAPACITY PER PILE TO BE VERIFIED BY LICENSED ENGINEER.HAND DUG PILES TO schematic design stage 12-10-2021 BE 5 FT.BELOW GFADE CONT. PROJECT LOCATION: 685 BUNGALOW LANE,MATTITUCK,TOWN OF SOUTHOLD,NY,11952 301.1 -CLLIMATE ZONE 4A DRIVEWAY DESIGN CALCULATIONS schematic design stage 12-13-2021 3. ALL SHEATHING TO BE APA RATED,EXPOSURE 1,50 MIN.THICKNESS OR AS NOTED. SCTM#- 1000-12100.03.00-009.000 401.2 -COMPLIANCE METHOD:MANDATORY AND PRESCRIPTIVE PROVISIONS design development stage 02-10-2022 4. ALL SUB-FLOORING TO BE APA RATED STURDA-FLOOR,EXPOSURE 1,3/4"MIN.THICKNESS,ALL EDGES OF PLYWOOD TO BE SET IN SOLID BLOCKING,GLUE SCHD APPROVAL#- 402.1.2-E)XTERIOR FRAME WALL CONSTRUCTION: DRIVEWAY AREA=4667 SF design development stage 02-16-2022 AND NAIL PLYWOOD SUB-FLOOR TO FLOOR JOISTS WITH 8D NAILS OR 1"O.S.B.SUB-FLOOR FOR 5A CONSTRUCTION. ZONING DISTRICT- R-40 2X6 wood studs @ 16'o.c. 1923*2"RAINFALU12 x 0.3(runoff coefficient)=96.6 CF DEC submission 02-23-2022 5. WALL SHEATHING NAILING REQUIREMENTS:ATTTACH 5/8"EXTERIOR GRADE SHEATHING TO WALL FRAMING WITH 8D NAILS @ MIN.6"O.C.,EXTERIOR EDGES FLOOD ZONE- AE+6 R-20 or 13+5:R-13 cavity insulation plus R-5 continuous insulation int.or ext. 96.5CF142.2 CFNF(8'DIA.POOL)=2.3 VF design development stage 06-23-2022 AND 8D @12"O.C.INTERMEDIATE WHEN BASIC;WIND SPEED IS GREATER THAN 100 MPH,EAVES AND GABLE END WALLS;AND 4"O.C.TO GABLE END WALL WIND ZONE- HV @ 130 MPH(high velocity) 1/2"exterior wood plywood sheathing(continuous) PROVIDE 1-V DIA X 4'DEEP=4 VF TOS building permit submission 08-30-2022 FRAMING AS PER R602.3(1). EXISTINGIPROPOSED FINISHED FLOOR HEIGHT- 12.41'abv.grade 30 lb.bituminous felt building paper variance application set 05-09-2023 6. ROOF SHEATHING NAILING REQUIREMENTS:A•,TTACH 518"EXTERIOR GRADE SHEATHING TO ROOF FRAMING WITH 8D NAILS AT MIN.4'O.C.ON ALL BUTT USE GROUP- R5 402.2.1-CEILINGS W/ATTIC SPACES:R-49 cavity insulation(R-38 if 100%uncompressed extends over wall top plate). design development stage 11-09-2023 . JOINTS AND 12"O.C.IN THE FIELD.WITHIN 4'0)F ROOF EDGE OR RIDGE SPACE 8D AT 4"O.C.WITHIN 5'OF GABLE USE 8D RING SHANK NAILS AT 6"O.C.USE CONSTRUCTION CLASS- 513 402.2.2-CEILINGS W/O ATTIC SPACES:R-30 cavity insulation if 100%uncompressed extends over wall top plate. ROOF DRAIN DESIGN CALCULATIONS(FRONT) design development stage 12-15-2023 8D RING SHANK NAILS AT 4"O.C.AT GABLE ENID WALL OR GABLE TRUSS AS PER R602.3(1). BUILDING CODE- 2020 RESIDENTIAL CODE OF NEW YORK STATE 402.1.2-BASEMENT WALL INSULATION:10113,R-10 @ board insulation,R-13 cavity insulation. bidding set 01-12-2023 7. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'- AND OVER TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MINIMUM OF 2 402.1.2-CFRAWL SPACE WALL INSULATION:10/13,R-10 @ board insulation,R-13 cavity insulation. ROOF AREA=1550 SF permit set 04-23-2024 -2X8'S AS SHOWN ON DRAWING. Existing Proposed Required 402.1.2-FLLOOR INSULATION OVER UNCONDITIONED SPACE:R-30 cavity insulation. 1550*2"RAINFALU12=258 CF revised permit set 06-17-2024 8. SOLID BLOCKING SHALL BE PROVIDED FOR ALLL JOISTS AND FLOOR BEAMS PER N.Y.S.OR AS NOTED @ 8'-0"O.C.MIN.PROVIDE 2"SPACE FOR AIR LOT AREA- 31,122 sq.ft. 31,122 sq.ft. 40,000 sq.ft.min. 402.1.2-FENESTRATION GLAZING MAXIMUMS:U-VALUE=.32&SHGC=.40(SKYLIGHT U-fctr=.55). 258 CF/42.2 CFNF(8'DIA.POOL)=6.1 VF CIRCULATION ON ROOFS. ADJACENT AREA(UPLAND)- 29,672 sq.ft. 29,672 sq.ft. 402.1.2-SLLAB ON GRADE FLOORS:R-5 under slab w/2ft,R-10 ridged foam board extending T-O"horizontally/vertical. PROVIDE 2-8'DIA X 4'DEEP=8 VF 9. DOUBLE FRAMING AROUND ALL OPENINGS(Sk4YLIGHTS,STAIRS,ETC.)UNDER ALL TUBS OR AS NOTED ON DRAWINGS. LOT COVERAGE - 2,189 sq.ft.(7.350%) 3,597 sq.ft.(12.10%) 5,934 sq.ft.(20%of adjacent area max) 402.2.4-AITTIC/CRAWL ACCESS THRU HTD:access scuttle will be weather stripped and insulated R-49/as appropriate. A 10.DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS.ALL 4X4'S TO BE SOLID 3'%'X 3%-,ALL 6 X 6'S TO BE BUILDING COVERAGE- 2,189 sq.ft. 3,317 sq.ft. 402.4.1-BUUILDING THERMAL ENVELOPE(air leakage):exterior walls and penetrations will be sealed per this section of the 2020 IECC R402.4.1.1 with caulk,gaskets, ''� C J,(�(��� ~'sn v I r ,+ j E E .o R SOLID 51/2'"X 5'%".PROVIDE 2X6 STUD WALLSi FOR PLUMBING WHERE INDICATED ON PLANS. LOT WIDTH- 125 ft. 125 ft. 150 ft.min. weather strirpping or an air barrier of suitable material. ROOF DRAIN DESIGN CALCULATIONS(REAR) 1 'I `�\J� O v O O 00 c�i 11.ALL FLUSH WOOD ICONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED CONNECTORS BY"SIMPSON"OR APPROVED EQUAL.ALL TREATED HEATED FOOTPRINT- 1,381 sq.ft. 1,637 sq.ft. 402.4.2-FIIIREPLACES:all wood burning fireplaces will have tight fitting flue dampers and doors and outdoor combustion air. ) O "o U �? v LUMBER WILL REQUIRE STAINLESS STEEL FAS3TENERS,ANCHORS AND CONNECTORS. LIVABLE FLOOR AREA- 1,689 sq.ft. 3,235.5 sq.ft. 850 sq.ft.min 402.4.5-REECESSED LIGHTING:recessed luminaries installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and un-conditioned ROOF AREA=1750 SF � q}j o - 12.NAILING SCHEDULE SHALL BE AS PER N.Y.S.BIUILDING CODE AS A MINIMUM.ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL PLATE.ALL EXTERIOR spaces. 1750*2'RAINFALU12=291.7 CF •-) J U m 1 7 2024 0 `� " - Q NAILS ARE TO BE GALVANIZED. HEATED AREA: 403.1.1-TEHERMOSTAT:all dwelling units will have at least(1)programmable thermostat for each separate heating and cooling system per 2015 IECC section 403.1.1,where a 291.7 CF/42.2 CFNF(8'DIA.POOL)=6.9 VF E � Q N ,c N 13.ALL INTERIOR AND EXTERIOR FINISHES,FLASHING AND WATERPROOFING SHALL BE BY ARCHITECT. HOUSE 1ST FL E:XTNG 1,689 sq.ft. 1,689 sq.ft. heat pump ssystem having supplementary electric resistance heat is used the thermostat shall prevent the supplementary heat from coming on when the heat pump can meet PROVIDE 2-8'DIA X 4'DEEP=8 VF C3 � N Er _ . . . - _ _ - . . - . . - .._.._- .--_- __- _ _-.- ` .. -. . _ -._. _. . ...... __ .n Q) '" APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CLIPS AT THE PERIMETER JOIST TO GIRDER CONNECTION. HOUSE 2ND FL ADD - sq.ft. 822 sq.ft. 403.3.1-MECHANICAL DUCT INSULATION: 01 u - 15.ALL PRE-ENGINEERED LUMBER SHALL BE"I-LEVEL"TRUSS JOISTS(TJI)WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL.ALL JOISTS,GIRDERS AND sup)plylreturn ducts in attic:R-8 minimum .k u° ,n Q P. HEADERS SHALL HAVE BEARING STIFFENERS I INSTALLED AS PER MANUFACTURES RECOMMENDATIONS.WEB STIFFENERS SHALL BE REQUIRED AT ALL TOTAL 1,689 sq.ft. 3,235.5 sq.ft. supply ducts outside of conditioned spaces:R-8 minimum C) � •= L0 M LOAD AND BEARING POINTS AT A MINIMUM.A'SINGLE 1-314"LVL RIM JOIST SHALL BE REQUIRES AT FLOOR PERIMETERS.HANDLING,STORAGE AND all cother ducts except those located completely inside the building thermal envelope:R-6 minimum CD " U ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURES RECOMMENDATIONS. GROSS FLOOR AREA OF BLDNG: ducats located under concrete slabs:R-6 minimum. 0 >1 CO) U 16. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWWS OF W DIA.GALVANIZED MACHINE BOLTS @ 12"O.C.OR(2)ROWS OF 16D NAILS @ 16'O.C.@%,FROM HOUSE 1ST FL EXTNG 1,689 sq.ft. 1,689 sq.ft. ducts buried in the ceiling insulation shall have min R-19 above and below excluding the R-value of the duct insltn. EDGE,GLUE CONTINUOUSLY TO ALL EDGES. HOUSE 1ST FL ADD - sq.ft. 1,556 sq.ft. 403.3.2-DVUCT SEALING:all ducts,air handlers,filter boxes will be sealed.Joints and seams will comply with section M1601.4.1 of the IRC. � Z 17.STRUCTURAL LUMBER SHALL BE IN ACCORDALNCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(NDS),LATEST EDITION, HOUSE 2ND FL ADD - sq.ft. 822 sq.ft. 403.3.3-DVUCT TESTING:A duct tightness test(DUCT BLASTER duct total leakage test)is mandatory and will be performed on EARTHWORK CALCULATIONS PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.STRUCTURAL FRAME MEMBERS SHALL HAVE MINIMUM DESIGN VALUES AS REQUIRED: all thomes and shall be verified by a rough-in test and post construction test. 18.NOTCHES IN THE T OP AND BOTTOM OF DIMENISIONAL LUMBER JOISTS SHALL NOT EXCEED 1/6 OF THE DEPTH OF THE JOIST,AND SHALL NOT BE LOCATED TOTAL 1,689 sq.ft. 4,067 sq.ft. 4,434.15 sq.ft.max. 403.6 -MECHANICAL VENTILATION:outdoor(makeup)air intakes or exhaust will be brought into the home thru a duct with IN THE MIDDLE ONE THIRD(1/3)OF THE SPAN. NOTCHES AT THE JOIST ENDS SHALL NOT EXCEED 1/4 OF THE JOIST DEPTH.HOLES THROUGH THE JOISTS am automatic or gravity damper that close when the ventilation system is not operating. AREA TO BE REMOVED FOR BASEMENTICRAWL 4300 CF SHALL NOT BE WITHIN 2"OF THE TOP AND BOTTTOM OF THE JOIST.THE HOLE DIAMETER SHALL NOT EXCEED 1/3 OF THE JOIST DEPTH. Principal Building Setbacks: 403.7 -E(QUIPMENT SIZING AND EFFICIENCY:all furnaces will be 80%efficient units and sized/designed in accordance with ACCA Manual J&S. 19.STRUCTURAL LUMBER SHALL BE IN ACCORDAINCE WITH THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION(NDS),LATEST EDITION, FRONT YARD- 100.97' 88.35' 50'min. 404.1 -LIIGHTING EQUIPMENT:a minimum of 90%of all permanently installed lighting fixtures must be only high efficacy lamps. AREA TO BE REGRADED ON SITE 2090 CF(at approx 12"depth average) u,j PUBLISHED BY THE NATIONAL FOREST PRODUCTS ASSOCIATION.STRUCTURAL FRAME MEMBERS SHALL HAVE MINIMUM DESIGN VALUES AS NOTED REAR YARD- NA NA 50'min. -WATER HEATER:minimum efficiency established by NAECA. BELOW: SIDEYARD E- 4.60'ex.non conf. 4.60'ex.non conf. 15'min.1 side -MECHANICAL TESTING:all mechanical testing to be performed by a licensed contractor. AREA TO BE REMOVED FROM SITE 2210 CF U SIDEYARD W- 22.12' 20.20' 20'min. DOUGLAS-FIR#2 SIDEYARD TOTAL- 26.72' 24.60' 35'combined minimum *Thee contractor is also responsible for generating a Certificate of Compliance and affixing to electrical panel. Z -0 Fb BENDING: 900 psi BUILDING HEIGHT- 13.66' 26.50' 35.0'(@ 2112 stories) Ft TENSION(parallel to grain): 575 psi _---�- - -- -,---.---- _._-__;- -_ :_ - -,- - e w O Fv SHEAR(parallel to grain): 180 psi Town of Southold Zoning Board of Appeals,ZBA file#7814,approval for: A B B lR EV I ATI O N S i :-, :- -: -- - - - ---_- - -- -_;__--_---_-_- _-�_ Q � Fc COMPRESSION')(perpendicular to grain): 625 psi - existing non-conforming side yard setback of 4.6'on North-Western property line. - -- --�-�--J: ^-_- ;_- :---:- -.___. - - - -._-_-.-_:� 7' O 0, Fc COMPRESSION)(parallel to grain): 1350 psi - 20'side yard setback off of South-Eastern property line. AC AIR CONDITIONING UNIT .- -- -- - - -- - - - -_ -: - - - - -.-.- 6' (f� O N O E MODULUS OF ELASTICITY: 1,600,000 psi AFF AB30VE FINISHED FLOOR __-_.. ----- -- - - - -_- --- --___ --_-'_- �-4t� - -�.__-._,�_ 5' w F O Oo Emin. MODULUS OF ELASTICITY: 580,000 psi Accessory Building Setbacks:NOT APPLICABLE ALUM AL'_UMINUM -_ - - _.___ _�- _�_ -� - .--- -- -- - - - K- -- O � FRONTYARD- NA NA BF BOILER FLUE _�� =-�:_ - -.-_ _-. -_.-.__-_.-__ -- --.-_- .-�-.____.; �0�G , :__:_ 4' / r1/ 3 c� >.. 0„d REAR YARD- NA NA - --- teiFR - -_ 1_ _- _. 3' LL 3 -- 0 ._-..- -_._-..._-_- __._.- -.-.- -.-- __.-.-.- a -.� MICROLLAM LVL(BEAM) PARALLAM PSL(BEAM) B.O. BOTTOM OF - -.-. ___ _-_ - -._-.___.--.-.- - --- - -- - - -- W O O GRADE=1.9E GRADE=2.0E SIDEYARD SW- NA NA BM BEAM - - - - - -�. �'-.- -.----~- --�--_---�--_�'�' - �N Fb BENDING: 2,600 psi Fb BENDING: 2,900 psi SIDEYARD NE- NA NA W (0/) CMU CONCRETE BLOCK ---- -- _.- -_--_ _-��--_ - - -, -- .---09)-- Z 0) `O N Fv SHEAR(parallel to grain): 285 psi Fv SHEAR(parallel to grain): 290 psi CO CLEAN OUT ---- - - -- -- - ---^-�-- --;_^ -:- : -o I C _, Loads: -_�_-_- =._ Fc COMPRESSION'(perpendicular to grain): 750 psi Fc COMPRESSION(perpendicular to grain): 750 psi CR CEEILING REGISTER - �= -1--- -- -- - - -- ---- --_- - - ` - - _ _, m r- O Fc COMPRESSION(parallel to grain):2 510 psi Fc COMPRESSION(parallel to grain): 2,900 psi SNOW LOAD FLAT ROOF- 15 p.s.f. CL CLLOSET --`-_�N -_ --_--: ----i� --_- - - -���Is - _ I ZLr) >_ 0 4- [.,,,,,,,,,,,,,,,,,,,,,,,..,,,,,,,, E MODULUS OF ELASTICITY: 1,900,000 psi E MODULUS OF ELASTICITY: 2,000,000 psi GROUND SNOW LOAD- 25 p.s.f. CLG CEEILING - --- -- - - - ---_ .__^=�� :=, _'_.._j��--_ .-�- I ` Z SNOW EXPOSURE FACTOR- .7 COL COLUMN ._^--. - - ____ -._.-__. - -.- -- -- - - - --- - ___ -�:�- ) 8. 110 � � //� SNOW LOAD IMPORTANCE FACTOR- 1.0 ^ - - - - - - - - - - -- -- -- -__ % C } I 1 ) WIND LOAD DESIGN- 130 mph per WFCM 3 second gust) CONC CCONCRETE - -- -�. ---a---=-:- _ - - - _ - - - - Z \i/ WIND LOAD IMPORTANCE FACTOR- 1.0 p p ( 9 ) CW CCDLD WATER --__ ___ ......- - - ----_• v --. - _ - _ I -I-- r••- WIND EXPOSURE- D 47.7 P.O. CW CCOLD WATER - - -, v- - -�- - -- -- --- - - - -�-- - ---- `^=-` // � DW DI9SHWASHER _ / ELECTRICAL NOTES WIND LOAD DESIGN PRESSURES- WALLS=58.8 p.s.f.(Zone 4)70.3 p.s.f.(Zone 5) DTL DETAIL -_ - _- `--- --._.- --.-.-.- -- -- - - -_ --- - ��° "I ROOFS=67.7 p.s.f.(Zone 1)79.2 P.O.(Zone 2)134.0 p.s.f.(Zone 3) DIA DIAAMETER - - - -__ '-_- --_ -- -- - -` --- -- - - - 0°` 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND EQUIPMENT NECESSARY TO INSTALL WIRING,RELATED FIXTURES AND ALL MISC. LIVE LOAD(living,1st floor)- 40 p.s.f. DIM DINMENSION -- - - - -- - ---__;__-_-_ -� ,___ f Q ELECTRICAL WORK.ALL WORK SHALL COMPU.Y NATIONAL,STATE AND LOCAL ELECTRICAL CODES AND ORDINANCES AND MANUFACTURE'S LIVE LOAD(bedrooms)- 30 p.s.f. ON DOWN __--_y.- ---.-- .- - - - - --_-i--_ �10 / SPECIFICATIONS. LIVE LOAD(ext.decks)- 60 p.s.f. DR DRRAIN --_ _ '- _.:_-.-_._--.- -- --- __-- -_.- -_._.. �F���oo�` (D �.. 2.ELECTRICAL SYSTEM LAYOUTS ARE GENEFtALLLY DIAGRAMMATIC LOCATION OF OUTLETS AND EQUIPMENT IS APPROXIMATE.EXACT ROUTING OF WIRING, LIVE LOAD(attics)- 20 p.s.f. DWG DRAWING - -- -- -_-_-_.^--_-T- -.-' .._...-_: __ ���P�1\1&9 o LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL CONDITIONS AND OBSTRUCTIONS.WIRING FOR EQUIPMENT REQUIRING MAINTENANCE LIVE LOAD(stairs)- 60 p.s.f. EJ EX(PANSION JOINT _------- - -- --- - - -_ _ __ :---� -- e yoF` AND INSPECTION SHALL BE READILY ACCESSPBLE. DEAD LOAD(first fir.)- 20 p.s.f. EL EXIT LIGHT �-_ `_:-_. __--.-. -- -� - - c°� ,�ev°�rs`O 7' 3.MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S LABORATORIES INC.AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE DEAD LOAD(second fir.)- 10 ps.f• ELEC ELECTRIC --_;__. -- _ .. --._- " �� 1>ss a BEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. EQ E©UAL - .-.-_ -- -- - -- --�:-- _- - / �eo5��0 4.THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO INSTALL EQUIP E©UIPMENT :_.�-` ­_ �- .-- -- --- - -- I I? / ELECTRIC SERVICE TO THE METER.SERVICE(SHALL BE 200 AMP,UNDERGROUND ELECTRICAL MAIN.CONTRACTOR SHALL VERIFY THE LOCATION OF THE EXT EXTERIOR J _�-��LOOD-� - -.-I -_ - f / �.r� NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION,IF REQUIRED.IN THE EVENT THAT THE SERVICE IS TO OCCUR UNDERGROUND,THE COST OF GENERAL NOTES EXTNG EXISTING - --.--_- -ZONE----- - - - � (�,�„/) SUCH ELECTRIC,TELEPHONE AND CABLE SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT CONTRACT BETWEEN THE OWNER(S) FAI FFRZSH AIR INTAKE -.__.______._. : .�E. - - AND THE RESPECTIVE UTILITIES,BUT SHALL EBE COORDINATED BY THE GENERAL CONTRACTOR. _-;'-,; _--,-� FLOOD 1. ALL WORK TO BE DONE IN ACCORDANCE WITH ALL FEDERAL,NEW YORK STATE AND LOCAL CODES AND AGENCIES HAVING JURISDICTION. FE FIRE EXSTIGISHER � � -f- .0 5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK. FP FIREPROOF - - c°ag ZONE r 2. CONSTRUCTION SHOWN AND SPECIFIED SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE AND SHALL TAKE PRECEDENCE OVER ��.--.____ /. �/ l 6.CONTRACTOR SHALL PERFORM AN ELECTRICAL WALK-THRU WITH THE OWNER(S)TO VERIFY LOCATIONS OF ALL FIXTURES,SWITCHES AND RECEPTACLES. ANYTHING NOTED ON THESE DRAWINGS. FH FULL HIEGHT +'� /' _�• ! AE-6 7.LIGHT CIRCUITS SHALL BE 15 AMP WITH#14 AOS COPPER CONDUCTORS. FIN FIPNISH(EDj E_�ooO HnznRD uNE /' * " D./ 3. OWNER AND ENGINEER TO VERIFY SETBACKS,BUILDING HEIGHT,ETC.,PRIOR TO CONSTRUCTION TO COMPLY WITH ALL APPLICABLE ZONING /� - / 8.RECEPTACLE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER CONDUCTORS. FINFL FVXTU ED FLOOR - W - IP REGULATIONS. XTURE FLOOD /---• °'=��_ � MP WITH#12 AWS COPPER CONNECTORS. FIXT FI` 9.APPLIANCE CIRCUIT-S SHALL BE A SEPARATE 2(0 A 4. ANY FOOTPRINT OR LIVING SPACES ADDITIONAL(NOT SHOWN ON DRAWINGS)ADDED DURING CONSTRUCTION ARE TO BE VERIFIED FOR ZONING / 10.VERIFY AND LOCA fE ALL SWITCHES AND RECEPTACLES PRIOR TO INSTALLATION OF INSULATION AND DRYWALL. COMPLIANCE BEFORE ADDITIONAL CONSTRUCTION COMMENCES. FLDR FLOOR DRAIN ZONE 4' I__�� 'Cc° ..1. . 11.PROVIDE GFI OUTLETS WHERE SHOWN ON PLANS. 5. ANY CONFLICT OR DISCREPANCY WHATSOEVER BETWEEN DRAWINGS,SPECIFICATIONS AND EXISTING CONDITIONS SHOULD BE BROUGHT TO THE GB GRAB BAR X m 0 a 2 12.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER SHALL BE WATER-PROOF.EXTERIOR RECEPTACLES SHALL BE WATERPROOF GFI. ATTENTION OF THE ARCHITECT BEFORE PROCEEDING WITH THE WORK.CONTRACTOR IS TO VERIFY ALL EXISTING DIMENSIONS.DO NOT SCALE GWB GWPSUM WALLBOARD co& p ���p / FLOOD 13.INSTALL RECEPTACLES AT 18"TO CENTER LIME ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. DRAWINGS FOR CONSTRUCTION PURPOSES.DIMENSIONS NOTED TAKE PRECEDENCE OVER SCALE. HM HOLLOW METAL 5' a G / i ZONE (J < 14.INSTALL RECEPTACLES IN KITCHEN AND BATHiROOMS ABOVE COUNTERTOP UNLESS OTHERWISE NOTED ON PLANS. HVAC HEATING,VENTING AND AIR CONDITIONING �Q�OI ! / 6. THE DRAWINGS AND MODELS ARE TO REMAIN THE PROPERTY OF THE ARCHITECT AND ARE INTENDED FOR THE USE ON THIS SITE ONLY AND MAY NOT BE HW HOT WATER 15.ALL BATHROOM,GARAGE AND EXTERIOR RECEPTACLES TO BE GFI.GARAGE RECEPTACLES TO BE SET AT ELEVATION 10-0'MINIMUM. USED OR REPRODUCED FOR ANY PURPOSE WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. 2c / // 16.INSTALL LIGHT SWITCHES AT 42"TO CENTER LLINE ABOVE FINISHED FLOOR UNLESS OTHERWISE NOTED. ID (NODE DIMENSION 6' -��---- o Z /� �N (P j / 7. ALL SHORING,SCAFFOLDING,ETC.SHALL BE PERFORMED IN AN ORDERLY AND CAREFUL MANNER IN STRICT ACCORDANCE WITH OSHA REGULATIONS 17.ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE'M SWITCH ACTIVATED AND%WITH CONTINUOUS ELECTRIC CURRENT. AND ACCEPTED SAFE CONSTRUCTION PRACTICES. INCL INCLUDING J � Civili t8'0x4'DEEP t` / //-_ ��'�� W 1 /ROOF DRAIN -��.y / 8' dob # 18.ALL CEILING FANS THAT DO NOT COME EQUIPPED WITH WALL CONTROLS,SHALL HAVE HUM-CONTROLLED TYPE. 8. THE GENERAL CONTRACTOR SHALL REQUIRE ALL SUCCESSFUL BIDDERS AND SUB-CONTRACTORS TO FURNISH COPIES OF INSURANCE CERTIFICATES IN INSUL IWSULATION /�-r-'+f 19.ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTURE LIGHT APPLICATIONS. INT INITERIOR 8'0z4'DEE5 /I-�W 1 -- � ,/ EFFECT AS EVIDENCE THAT THIS WORK IS FULLY COVERED BY WORKMAN'S COMPENSATION,PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE. ROOFDRAI� '� /// � 20.PROVIDE LIGHT FIXTURES AS SELECTED. 9. DESIGN CONSULTANTS OR RECORD ARCHITECT-ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION,SUPERVISION,OR ADMINISTRATION OF THIS JT JO)INT 7TO 21.PROVIDE SMOKE DETECTORS PER BOCA REQ)UIREMENTS,HARDWIRED AND INTERCONNECTED. CONSTRUCTION PROJECT. LAV LAVATORY xls CEO IN SAME E -- - - �- i�r Cd 22.ALL ELECTRICAL EQUIPMENT,BREAKER AND"TIME CLOCK CONTROLS,IF ANY,SHALL BE PROPERLY LABELED. 10. ALL CONCRETE WORK SHALL CONFORM TO THE LATEST ACI CODE AND DETAILING MANUAL.ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MO MASONRY OPENING LOCATION 21 5' ' n/ 23.COORDINATE ALL SWITCHES,RECEPTACLES SAND LIGHTING FIXTURES WITH EXACT DIMENSIONS SHOWN ON INTERIOR DRAWINGS.CONTACT ARCHITECT IF MINIMUM 28 DAY STRENGTH OF 3500 PSI,CONCRETE FLOORS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI. MTL METAL g ! PROPS o,� P 5,Z2 91 DISCREPANCY OCCURS FOR ADJUSTED LOCATION. 11. ALL FRAMING LUMBER TO BE HEM-FIR#2,S-DRY MINIMUM.ALL EXPOSED LUMBER TO BE PRESSURE TREATED WITH WATER BORNE PRESERVATIVES(ACQ). MIN MILNIMUM 8' 2 11 PA�0 q osED 24.LIGHTING EQUIPMENT:A MINIMUM OF 90%OF'ALL PERMENATLY INSTALLED LIGHTING FIXTURES MUST BE ONLY HIGH EFFICACY LAMPS. 12. ALL DRIVING STRUCTURAL WOOD PILINGS TO BE 10"MIN.BUTT WITH A MINIMUM WORKING LOAD OF 20 TONS. MISC MItSCELLANIOUS � / /_ -_- �' +12.35' 13. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL OPENINGS. MAX MAXIMUM 9' 0' , - O NOM NOMINAL 402' �. x• '415 Y x.� E . O 14. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS.SPACING NOT TO EXCEED 8.0 FT. NON-Xrsr,No � x'}:;*;. 3b•8 property address 15. ALL NAILS,FASTENERS,FLASHING,ETC.IN DIRECT CONTACT WITH ACID TREATED LUMBER TO BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. NO NUJMBER cNFRMO i4.`�' �yS x.Y:<n ROP�6' (� p p y OC OM CENTER \ t Rt�POSEb 1•1 V_ 16. HURRICANE CLIPS&STRAPS SHALL BE USED TO TIE FIRST FLOOR JOISTS TO GIRDERS,FLOOR DIAPHRAGMS TO TOP AND BOTTOM WALL PLATES AND -- ----I--------- ,"'',,,^r I lyll .�4Y� / � 0 685 Bungalow Lane CONCRETE NOTES OPP OFPPOSOD DITE DIMENSION % ' RAFTERS TO EXTERIOR WALL PLATE. _ , DDIT10N_ ^� �� O 17. PROVIDE GALVANIZED FLASHING AT ALL VALLEYS,ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS,WINDOWS AND DECKS,ETC.AS REQUIRED. EXISTING � \`fiI'l r."' a �' /�'� c j Mattituck, Town of SOuthhOld PTD PA41NT(ED) \\aoPoPosk 10' New York 11952 18. FOR FLOOD VENTS PROVIDE A NET OPENING OF/INCH PER SQ.FT.FOR EVERY SQ.FT.OF ENCLOSED SPACE REQUIRED. f ? � PR POWDER ROOM DWELLING N�`9,,HEATED r 2-STORY. 1. DESIGN,MATERIALS&METHODS OF CONSTRUCTION SHALL COMPLY WITH THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318 19. ALL WINDOWS AND EXTERIOR DOORS TO BE HIGH PERFORMANCE LOW E GLASS.PROVIDE TEMPERED GLASS AS REQUIRED BY CODE. N' r+EArE° " eareo1„ `+"" 2p•0 OF THE AMERICAN CONCRETE INSTITUTE-LATEST EDITION.ULTIMATE DESIGN STRENGTH FOR ALL REINFORCED CONCRETE SHALL BE 3500 PSI.AT 28 PLWD PLYWOOD M r,, v�:�, our � ' 20. ALL PLUMBING WORK SHALL CONFORM TO THE NATIONAL STANDARD PLUMBING CODE,LATEST EDITION. N zv 2 y /'r. sHwR i / S.Y DAYS,CONCRETE PORCHES,CARPORT SLAWS,STEPS EXPOSED TO THE WEATHER AND GARAGE FLOOR SLABS SHALL HAVE A MINIMUM SPECIFIED PART PA4RTITION + a \ ! ,1„;,, S 21. ALL ELECTRICAL WORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE,LATEST EDITION. '/- d �sTORY . y �,,. > COMPRESSIVE STRENGTH OF 3,500 PSI. POL PCBLISHED HEATED x x ,, �% 22. ALL MECHANICAL WORK SHALL BE PERFORMED ACCORDING TO THE LATEST ASHRAE STANDARDS. O 4 rn c 2. CONCRETE TO BE POURED IN AMBIENT TEMPERATURES OF+40 DEG.F.IF POURED IN COLDER WEATHER THE CONCRETE MUST BE PROTECTED FROM RD RCOOF DRAIN U k "' �+ g 23. ALL COMPONENTS OF HVAC SYSTEM TO BE ABOVE BASE FLOOD ELEVATION. O � FF=+12.4' , . ��`� drawing ilSt REFRIG RE=FRIGERATOR r ;>x,�� : Ac 0 FREEZING FOR A PERIOD OF 14 DAYS.ALL CONCRETE EXPOSED TO THE WEATHER AND SUBJECT TO FREEZING&THAWING DURING CONSTRUCTION 24. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE COUNTY DEPARTMENT OF O , _ _ o'; ROP:aoRcx 9 SHALL BE AIR ENTRAINED,THE TOTAL AIR CONTENT PERCENT BY VOLUME OF CONCRETE SHALL NOT BE LESS THAN 5 PERCENT 5% OR MORE THAN RES RESILIANT �p -_-- ,; 1111i'4 6,I I 1 I1 1'0' Ac MIN ( ) ( ) HEALTH AND WATER AUTHORITIES. ] \ A001 PROPOSED SITE PLAN 7 PERCENT(7%). 25. THE STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2020 IECC NEW YORK STATE ENERGY CONSERVATION CODE. RM ROOM N r 1. SHALL ohs I ` / - - - A. KEEP FORMS IN PLACE,COVER TOP AND SIDES OF FORMS WITH INSULATED TARPS FOR PROTECTION FROM WIND FOR A MINIMUM OF 3 DAYS AFTER _ RO ROUGH OPENING 15'9 0 RE'c ,�� HEA QED "-�_-` STAT DATA 26. ALL STRUCTURAL STEEL TO BE 50 KSI,FY=33 KSI MIN,ASTM 36 W/ONE COAT OF EPDXY PAINT.ALL FASTENERS TO BE ASTM 1-325 BOLTS,3/4"DIA. ORAN NOTES 28. PROVIDE MONOXIDE ALARMSON EACH LEVEL AND ASEMENNT IFSAPPLICABLE POSIT ON NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE IF SD SSK MMOKE DETECTOR W NK 101 NON TNaGG J 1 •1 Ac ' 12 2 1 t3 'I\\ �/j " 1 I ---"- 11'POUR. 27. DO NOT B. AFTER FORMS ARE REMOVED,PROVIDE INSULATED TARPS TO HOLD HEAT AND PROTECT FROM WIND FOR A PERIOD OF 14 DAY AFTER POUR. NF �- / Cq 0 r A002 PLUMBING RISER DIAGRAM 3. CONCRETE AND REINFORCING MATERIALS SHALL CONFORM TO THE FOLLOWING STANDARDS-LATEST EDITION SF SQUARE FEET O / �•= I � � APPLICABLE. Cl) ;70RY �I GAS RISER DIAGRAM A. PORTLAND CEMENT AS PER ASTM C150 TYPE 1. SO SLAB OPENING - STONE RET WALL 29. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY THE NEW YORK STATE BUILDING CODE. 4 r HE^^TE ' WINDOW SCHEDULE B. CONCRETE AGGREGATES AS PER ASTM C33, '/4"MAX.SIZE. SOP SPRAY ON PAINT - N � /il.,/ �% 12 DOOR SCHEDULE 30. ANY ALTERATION,REPAIR,ADDITION,OR CONVERSION TO AN EXISTING DWELLING REQUIRING A BUILDING PERMIT NOW REQUIRES THAT ALL SLEEPING i ST STfEEL 0 11' / 7 C. WATER SHALL BE CLEAN AND FREE FROM INJIURIOUS AMOUNTS OF OILS,ACIDS,ALKALIS,SALT,ORGANIC MATERIALS&DELETERIOUS SUBSTANCES. ROOMS IN THE HOUSE TO BE UPGRADED WITH HARD-WIRED AND INTERCONNECTED SMOKE ALARMS. O 8'0x4'DEEPI DIA/ e I 20.�0, S.S. STrAINLESSSTEEL ROOF DRAIN �/ ¢ PROP Oa D. REINFORCING BARS SHALL BE INTERMEDIATE GRADE NEW BILLET STEEL,DEFORMED AS PER ASTM A615,GRADE 60.ALL SPLICES SHALL BE A MINIMUM t7' \ o I PavEPs __/(', °SED A101 FOUNDATION DEMOLITION PLAN OF 40 DIA.IN LENGTH.HOOKS AND TIES SHALL CONFORM TO C.R.S.I.STANDARDS. SW SHEAR WALL � O A102 FIRST FLOOR DEMOLITION PLAN E. COLD DRAWN WIRE OR WELDED WIRE FABRIC AS PER ASTM A82-84 AND A185-84. TB TOWEL BAR 12' t `� �I 13 Drawing based on survey provided b : to 1 18'�A•x'pEEP 3�. g Y p Y F. WATERPROOFING AS PER ACI 515.1R-79. DEMOLITION NOTES T.O. TOP OF 2 DW /ROOFpRAM i j A111 PROPOSED FOUNDATION PLAN 4. ALL CONCRETE SHALL BE AIR ENTRAINED(5-7%RETENTION). TE TOILET EXHAUST '` I `>' / � 1 A112 PROPOSED FIRST FLOOR PLAN UNDERGROUND 8� �r.i`•., 5. ALL FOOTING AND STRUCTURAL SLABS SHALL.BE POURED ON UNDISTURBED VIRGIN SOIL HAVING A MIN.BEARING CAPACITY OF 2 TONS.SQ.FT. TR TOP REGISTER PROPANE TANK _- GRIVEL'.. Al 13 PROPOSED SECOND FLOOR PLAN 1.ALL DEMOLITION OF ANY STRUCTURAL ELEMENTS ARE TO BE FULLY SUPPORTED UNTIL NEW FRAMING INSTALLED FOR STRUCT.SOUNDNESS. 13' I RVFWA = _= != Ward Brooks Land Surveyor 6. THE CONCRETE CONTRACTOR SHALL COOPERATE IN SETTING ALL ANCHOR BOLTS,INSERTS,SLEEVES,ETC.AS REQUIRED BY THE OTHER TRADES. TEMP TEMPERED �5 _ DwUwAr 8Ox4'DE(P _ L A114 PROPOSED ROOF PLAN 2.ALL DEBRIS THAT CAN BE RECYCLED OR REUSED ARE TO BE STORED ON SITE UNTIL PROPERLY DEPOSITED OR REUSED. O ��_ -.-:--= - N5M i +12.00' DRIVEWAY flW -- -- LAND SURVEY LONG ISLAND.COM 7. LEGS OF REBAR ACCESSORIES SHALL BE PLASTIC TIPPED.ALL SNAP TIES AND WALL PENETRATIONS SHALL BE CUT BACK AND GROUTED SO AS TERR TERRAZO S.y S ��-- -_ 14' 3.ANY FINISH FIXTURES OR BUILDING ELEMENTS TO BE REUSED ARE TO BE STORED ON SITE IN A STABLE AND WATERPROOF FASHION. TV TELEVISION TREATMENT IT o /,.% A201 PROPOSED SOUTH-WEST ELEVATION PRECLUDE ANY CORROSION. o // File# 11067 4.ALL CLIENT OWNED OBJECTS TO BE STORED SHOULD BE IN A STABLE WATERPROOF FASHION. TYP. TYPICAL / � i PROPOSED NORTH-EAST ELEVATION 8. ADMIXTURES CONTAINING CHLORIDES SHALL BE PROHIBITED. 5.ALL INTERIOR SURFACES TO BE REUSED ARE TO BE COVERED AND MAINTAINED IN A WATERPROOF AND CONSIDERATE FASHION. 1 � x REE ' \Revised: A ril 11 2024 9. ALL REINFORCEMENT SHALL BE TIED IN PLACE BEFORE CONCRETE IS POURED.ALL REINFORCEMENT AND FABRIC FOR CONCRETE POURED ON U.O. UNDERSIDE OF 14' 'o =-"___=____ p A202 PROPOSED NORTH-WEST ELEVATION GROUND SHALL BE SUPPORTED ON PRECASTr BRICKS OR APPROVED CHAIRS, UON UNLESS OTHERWISE NOTED % ENCO PUMP I 1 STONE RET WALL 10.ALL REINFORCING BARS SHALL BE CONTINUOUS EXCEPT AS NOTED,LAPPED PER ASI 318,CLASS'C',WITH 40 DIAMETERS MINIMUM,BENT AROUND VCT VINYL COMPOSITION TILE I TRENCH 15' PROPOSED SOUTH-EAST ELEVATION DRAIN '' CORNERS AND HOOKED AT NON-CONTINUOUIS ENDS.FOR FRAMED SLABS,LAP TOP BARS AT MID SPAN BETWEEN SUPPORTS AND BOTTOM BARS AT STAIR NOTES VEST VESTIBULE 15, -- -Box I An trees removed as art of construction shall A301 PROPOSED TRANSVERSE SECTION VENT VENTILATION �� / Y p SUPPORTS,REVERSE FOR FOUNDATION MAT'S.STAGGER SPLICES AND OFFSET SPLICES OF BARS AT OPPOSITE FACES. PROPOSED LONGITUDINAL SECTION 11.ALL SLAB-ON-GRADE THICKNESSES SHOWN ARE MINIMUM THICKNESSES TO BE USED.INCREASE AS REQUIRED FOR DRAINAGE PITCH. W/ WIITH 16 ( w 16' be replaced with new native hardwood ees at 12.EXCEPT AS NOTED,ALL POUR STOPS SHALL EBE TREATED AS CONSTRUCTION JOINTS AND SHALL HAVE KEYS AND CONTINUOUS REBAR.WALLS -THE MINIMUM HEADROOM IN ALL PARTS OF THE STAIR ENCLOSURES SHALL NOT BE LESS THAN 6'-8"MEASURED VERTICALLY FROM THE TREAD NOSING OR W/D WIASHERIDRYER 1 A302 PROPOSED TRANSVERSE SECTION ._- _a -to-one basis on the subject prop rty. SECTIONS SHALL BE PLACED ALTERNATIVELW OR WITH A MINIMUM OF 24 HOURS BETWEEN ADJACENT POURS. FROM THE FLOOR SURFACE OF THE LANDING. WC WATER CLOSET w -• WALL DETAIL SECTION-TYPICAL 13.FOR CONCRETE WALLS ABOVE GRADE,VERTHCAL CONSTRUCTION JOINTS SHALL BE LOCATED AT MAXIMUM SPACING OF 40 FT.,AT LEAST 4 F T.FROM GUARD HEIGHT SHALL BE 36"IN HEIGHT MEASURED VERTICALLY ABOVE THE LEADING EDGE OF THE TREAD OR FLOOR SURFACE. WP WATERPROOF IN OF 17' -_ I ANY SUPPORTING OR INTERSECTING WALL 0)R BUTTRESS,OR ANY WALL OPENING. -GUARD RAIL OPENINGS AND ANY SPACES BETWEEN BALUSTERS SHALL BE LESS THAN 4". WIC WALK IN-CLOSET L-! ( »B'oEEP N E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN 14,HORIZONTAL CONSTRUCTION JOINTS WILL NOT BE PERMITTED EXCEPT WHERE NOTED ON PLANS OR SHOWN AND ACCEPTED ON SHOP DRAWINGS. -HANDRAILS,WHERE INDICATED,SHALL BE 34"TO 38"IN HEIGHT MEASURED VERTICALLY ABOVE THE NOSING OF THE TREADS OR LANDING. WR RESISTANT LEACH) I O E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN + �~`� I Proposed septic system approved b the E113 PROPOSED SECOND EIECILIGHTING FLOOR PLAN 15.ALL CONSTRUCTION JOINTS SHALL BE ROUGFHENED AND KEYS PROVIDED WHERE REQUIRED OR INDICATED ON THE DRAWINGS.CONSTRUCTION -HANDRAILS SHALL PROJECT NO MORE THAN 3/z"INTO REQUIRED STAIR WIDTH. WD W(OOD /J wJOINTS,OTHER THAN THOSE SHOWN ON THE:DRAWINGS,MAY BE PROPOSED BY THE CONTRACTOR.HOWEVER,THE LOCATIONS ARE SUBJECT TO -HANDRAIL GRIPS MAYBE CIRCULAR,1%"TO 2"IN DIAMETER.IF THEY ARE NOT CIRCULAR THE PERIMETER OF THE SIDES MUST BE A TOTAL 4 TO 6'/4"WITH A WH WEEEP HOLE i -r°%FxPANSIDN WREVIEW BY THE AIRCHITECTAND/OR STRUCTIURAL ENGINEER.ALL VERTICAL CONSTRUCTION,CONTROL AND CONTRACTION JOINTS SHALL LIE IN TRUE MAXIMUM CROSS-SECTION DIMENSION OF 2%4". - I �3 Suffolk County Department of Healt SeCVIC@S S101 STRUCTURAL DETAILS VERTICAL PLANE. -MINIMUM TREAD DEPTH TO BE 9",MAXIMUM RISER HEIGHT TO BE 8'/4'.MINIMUM STAIR WIDTH TO BE 36', I � 17' S102 STRUCTURAL DETAILS = on 619123. H.S. REF.# R-22-1156. S111 PROPOSED FIRST FLOOR FRAMING PLAN 16.ALL FORMWORK AND PLACING OF CONCRETE SHALL BE PLUMB,LEVEL,AND SQUARE.THE STRUCTURAL ENGINEER SHALL REVIEW AND APPROVE. -ALL OPENINGS BETWEEN SPINDELS/BANNISTERS/OPEN TREAD RISERS AT RAILINGS,STAIRS AND DECK GUARDS SHALL BE LESS THAN 4". 18' . _: S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN BUILDING COVERAGE KEY -�`�-�_ �n REINFORCING STEEL PROPOSED ROOF FRAMING PLAN ALL REINFORCING STEEL SHALL BE ASTM A-615,(GRADE 60.ALL REINFORCING BAR DIMENSIONS SHOWN ON THE DRAWINGS ARE TO THE CENTER LINE OF WINDOW & DOOR NOTES `� I BARS,UNLESS OTHERWISE NOTED.ALL CONCRETE AND REINFORCING STEEL SHALL BE FURNISHED,FABRICATED AND ERECTED IN ACCORDANCE EXISTING "I-STORY �' P APRON ATSTROEET i N WITH ACI STANDARD BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE STRUCTURES,(ACI 318-95).REINFORCED STEEL SHALL BE 1.ALL WINDOW AND DOOR ROUGH OPENINGS AS PER WINDOW AND DOOR SCHEDULES. HEATED STRUCTURE I 'V I DETAILED IN ACCORDANCE WITH THE ACI MALNUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES(ACI 315).UNLESS 2.HARDWARE TO BE APPROVED BY ARCHITECT OR AS PER SPECIFICATION. W OTHERWISE INDICATED ON THE DRAWINGS,TFHE CLEAR CONCRETE COVER PROVIDED FOR &ALL GLASSS WITHIN A DOOR UNIT TO BE TEMPERED AS PER CODE. �� PROPOSED 1-STORY � I * `�� \��OP�ER✓F,c�, �� date: 6/17/2024 REINFORCEMENT SHALL BE: 4.ALL GLASS WITHIN 18"OF FINISHED FLOOR,SHOWER STALL OR A DOOR IS TO BE TEMERED AS PER CODE. \ HEATED STRUCTURE 19 . S �� �F� ro'ect: 685 BL A. CAST AGAINST EARTH AND PERMANENTLY EXPOSED TO EARTH: =3" 5.ALL EXTERIOR GLASS TO BE IMPACT RATED AS REQUIRED BY CODE. � O� �' n by:e.d. B. EXPOSED TO EARTH OR WEATHER#6 THROU(GH#18 BARS: =2" 6.ANY WINDOWS NOT MEETING THE GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E.1996 F/;///-//// PROPOSED 1-STORY 318'#5 BARS AND SMALLER: =1.5" AND OF ASTM E.1886 PER IRC R301.2.1.2 SHALL BE PROVIDED WITH STRUCTURAL WOOD PANELS AS FOLLOWS;GLAZED OPENING PROTECTION FOR WIND UNHEATED STRUCTURE \ 125 00� " kd by:e.j. C. NOT EXPOSED TO WEATHER OR IN CONTACT'WITH THE GROUND(SLABS AND WALLS): =0.75" BORNE DEBRIS(IRC R301.2.1.2)WOOD STRUCTURAL PANELS(CDX.PLYWOOD OR OSB)WITH A MINIMUM THICKNESS OF 7116"AND A MAXIMUM SPAN OF 8 u o 40I 311 N k n D. BEAMS,GIRDERS,COLUMNS,PRIMARY REINFOORCEMENT,TIES,STIRRUPS,SPIRALS: =1.5" FEET SHALL BE PERMITTED FOR OPENING PROTECTION.PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROPOSED 2-STORY w`r 5 ^, (N 9 STEEL REINFORCING REQUIREMENTS IN FLOOR;SLABS SHALL BE AS REQUIRED BY CODE AND/OR LOCAL JURISDICTIONS,OR PER SITE CONDITIONS. PROVIDED.ATTACHMENTS SHALL BE IN ACCORDANCE WITH TABLE R301.2.1.2.PER THE IRC CODE 2020,NEW YORK EDITION. HEATED STRUCTURE 19, \`�V� `N �' `� 'A CONCRETE PORCH SLABS AND EXTERIOR CODNCRETE WORK SHALL BE MINIMUM 3,500 PSI,AIR ENTRAINED,4"THICK WITH#4 BARS AT 12"O.C.EACH NEW STRUCTURES WITHIN 1(ONE)MILE OF THE MEAN HIGH WATER LINE MUST HAVE GLAZING CONFORMING TO WIND ZONE II. EOOEOEPANEMENj O`I ' PROPOSED SITE P L I �. 0315bT �� WAY WITH 6"x6"-W1.4xW1.4 WELDED WIRE FA4BRIC W.F.),UNLESS OTHERWISE NOTED OR DIRECTED BY THE STRUCTURAL ENGINEER BASED ON SITE 7.TYPE OF HEAD&JAMB PAD TO BE APPROVED BY CONTRACTOR FOR ALL UNITS. PROPOSED PORCH 0.{ ,�G N OF N S A-0 0 1 CONDITIONS. &ALL DIMENSIONS AND ROUGH OPENINGS(R.O.)TO BE VERIFIED IN FIELD BY MANUFACTURER PRIOR TO FABRICATION. 1111 1�1111 I V ill -001 SCALE: 1" - 201 /"__ chrl frey #031547 revisions date 4" existing situation 08-26-2021 VTR dated site plan(topography) 10-29-2021 J L ROOF schematic design stage 12-10-2021 schematic design stage 12-13-2021 PRIMARY BATHROOM design development stage 02-10-2022 _ design development stage 02-16-2022 1Y2 9—T ———"T—-"—— DEC submission 02-23-2022 I T T — _design development stage 06-23-2022 TOS building permit submission 08-30-2022 SINK SINK I I variance application set 05-09-2023 WC design development stage 11-09-2023 TUB V-Y2" design development stage 12-15-2023 bidding set 01-12-2023 3" 1 y 1 permit set 04-23-2024 4" 4„ VTR VTR 3„ ROOF J L J L 2ND FLOOR BATHROOM#1 BATHROOM#2 POWDER ROOM KITCHEN LAUNDRY E E .o ---- 00 T----T-e�-y„— —�y -T-----T----� r----T-�y' — —1Y2�— ----, —�yT----� ° c0" a)CL � o I WC SINK SINK WC I NVC SINK SINK SINK ra N 0J < Q GAS I 3 3 Dw 3„ sH E IL FIREPLACE TUB SHWR �..� Q Np O CL Z -Y2" 3„ 1-Y2' 1-Y2' 3" 1-Y" 3" 1-Y2" 2" 1-Y" 1-y2' i p t\ 1_y„ / 1000GAL�� I p •� , � j PROPANE I GAS 1 3" 3" 3" 3" 3" O C U co �o TANK i RANGE I 1ST FLOOR 1ST FLOOR >. p o "r I r�i WATER ,��1 � I HEATER BOILER I I c ,. Z PERFORATED METAL PLATE 6"MIN.ABOVE GRADE I I I I 1 1 C.O. GRADE 1 4 1 1 4 1 A I C 4" PITCH Y FT. L---------------------------i fir-------I--------1-------� --------- -----------�fir------------� 4„ TO SEPTIC w—® SYSTEM r �� BASEMENT KITCHEN FOYER HOUSE v TRAP PROVIDE CAST IRON PIPE THRU FOUNDATION WALL 24"PAST EXT.SURFACE O Q Jc O D O 1 GAS RISER DIAGRAM PLUMBING RISER DIAGRAM LU o 1 k,A-002 SCALE: N.T.S. au SCALE: N.T.S. ° 3 co 3 0 0 o �- O WINDOW SCHEDULE DOOR SCHEDULE z � N z � co 0 ROUGH 0 # TYPE MANUFACTURER MCODEL# OPENING COLOR/FINISH ACCESSORIES/NOTES LOCATION QTY # TYPE MANUFACTURER MODEL# OPENING ACCESSORIES/NOTES LOCATION OTY 00 Z �.1...� < 10 GUNMETAL EXT/WHITE INT U 1 1 CASEMENT MARVIN ELEVATE PRIMARY BEDRM FRONT TBD. 3'-0"x 6'-8" PRIMED WHITE A PICTURE COLLECTION ELC;AP2119 1'-9"x 1'-7 5/8" WHITE EXT JAMBS LOW E II w/ARGON GLASS LANTERN,PRMY BATH 12 1 DOOR UPSTATE RIGHT HAND PANEL SIZE HRDWR:TBD FOYER 1 ~ WHITE HARDWARE N \ / MARVIN ELEVATE 2'-5"x 2'-3 5/8" GUNMETAL EXT/WHITE INT LOW E II w/ARGON GLASS THERMATRU SMOOTH 3/0 6/8 FLAT PANEL PRIMED WHITE GARAGE 1 •,L B AWNING COLLECTION ELAWVN2927 T TEMP WHITE EXT JAMBS W/SCREEN BATHRM2 1 2 EXTERIOR STAR,FIBERGLASS RIGHT HAND 38-3/8 x 821/2" HRDWR:TBD WHITE HARDWARE < Uj ^/ GUNMETAL EXT/WHITE INT GUNMETAL EXT/WHITE INT LPL CASEMENT MARVIN ELEVATE INSWING MARVIN ELEVATE LOW E II w/ARGON GLASS KITCHEN C ELC;AP2927 2'-5"x 2'-3 5/8" WHITE EXT JAMBS LOW E II w/ARGON GLASS GARAGE 1 3 ELIFD2865 X R 2'-9 5/16"x 6'-B" WHITE EXT JAMBS 2 PICTURE COLLECTION WHITE HARDWARE FRENCH DOOR COLLECTION HRDWR:NORTHFIELD PROVIDE SCREEN PRESAUNA r�rs GUNMETAL EXT/WHITE INT MARVIN ELEVATE LOW E 11 w/ARGON GLASS GARAGE 8'-0"x 8'-0' D CASEMENT COLLECTION ELCA29)47 E RIGHT 2'-5"x 3'-115/8" WHITE EXT JAMBS W/SCREEN BEDRM1,BEDRM2 2 4 DOOR TBD TBD PANEL SIZE TBD GARAGE 2 WHITE HARDWARE GUNMETAL EXT/WHITE INT GUNMETAL EXT/WHITE INT O MARVIN ELEVATE 1'-9"x 3'-11 5/8" LOW E II w/ARGON GLASS LIFT AND SLIDE MARVIN SIGNATURE E CASEMENT COLLECTION ELCA21147 T RIGHT TEMP WHITE EXT JAMBS W/SCREEN BATHRMI 1 5 DOOR ULTIMATE COLLECTION XXP 8070 WHITE EXT JAMBS LOW E II w/ARGON GLASS SCREEN ROOM 1 WHITE HARDWARE HRDWR:NORTHFIELD SCREEN 4'-8"x 6'-61/2"-VIF j1 6 DOUBLE DOOR CUSTOM CUSTOM 2-7 4"x 6-6-1/2" TBD SCREEN ROOM 1 PANELS • `��� DOUBLE DOOR .1.� 7 DOUBLE DOOR TBD OUTSWING VIF TBD BASEMENT 1 r GUNMETAL EXT/WHITE INT GUNMETAL EXT/WHITE INT r MARVIN ELEVATE c LOW E II w!ARGON GLASS PRIMARY BEDRM SLIDING MARVIN ELEVATE LOW E II w/ARGON GLASS H CASEMENT COLLECTION ELCA2.955 E LEFT 2'-5"x 4'-7 5/8" WHITE EXT JAMBS W/SCREEN BEDRM3 3 8 FRENCH DOOR COLLECTION ELSFD6065 OX 6-0"x 6'-8" WHITE EXT JAMBS PROVIDE SCREEN MASTER BEDRM 1 WHITE HARDWARE HRDWR:NORTHFIELD GUNMETAL EXT/WHITE INT 1 CASEMENT MARVIN ELEVATE ELCA2955 E RIGHT 2'-5"x 4'-7 5/8" WHITE EXT JAMBS LOW E II w/ARGON GLASS PRIMARY BEDRM 4 9 CUSTOM TBD TBD AN x SIZE TBD SAUNIA 1 WHITE HARDWARE W/SCREEN BEDRM2,BEDRM3 PANEL SIZE d o b # GUNMETAL EXT/WHITE INT J CASEMENT MARVIN ELEVATE ELCA,2955 2W E 4'-9"x 4'-7 5/8" WHITE EXT JAMBS LOW E If w/ARGON GLASS BEDRM1 1 COLLECTION WHITE HARDWARE W/SCREEN MARVIN ELEVATE 4'-1"x 1'-7 5/8" GUNMETAL EXT/WHITE INT LOW E II w/ARGON GLASS TBD,SOLID CORE 1-3/4"FLAT PANEL 2'-2"x 6'-8" PRIMED WHITE K AWNING COLLECTION ELAVVN4919 T TEMP WHITE EXT JAMBS W/SCREEN FOYER 2 11 INTERIOR 1HR.FIRE RATED LEFT SWING PANEL SIZE HRDWR:TBD HALLWAY 1 WHITE HARDWARE FULL. MARVIN ELEVATE GUNMETAL EXT/WHITE INT TBD,SOLID CORE 1-3/4"FLAT PANEL 2'-8"x 6'-8" PRIMED WHITE L CIRCLE COLLECTION ELALOGRT3636 3'-0"x 3'-0" WHITE EXT JAMBS LOW E II w/ARGON GLASS STAIR 1 12 INTERIOR 1HR,FIRE RATED LEFT SWING PANEL SIZE HRDWR:TBD LAUNDRY 1 property address WHITE HARDWARE 685 Bungalow Lane, M CASEMENT MARVIN ELEVATE ELCA3755 E LEFT 3'-1"x 4'-7 5l8" GUNMETAL EXT/WHITE INT M 1 13 INTERIOR MASONITE,SOLID CORE LOW E II w/ARGON GLASS 1-3/4"LOGAN2 PANEL 2'-8"x 6'-8" PRIMED WHITE BEDRM1,BAITHRMI 3 Mattituck, Town of Southhold WHITE EXT JAMBS SITTING ROO COLLECTION WHITE HARDWARE W/SCREEN RIGHT SWING PANEL SIZE HRDWR:TBD BEDRNd3 New York, 11952 UC/A2856 L 12'-6"x 4' GUNMETAL EXT/WHITE INT 30°CASEMENT MARVIN ULTIMATE -7 5/8" LOW E II w/ARGON GLASS 1-3/4"LOGAN2 PANEL 2'-8"x 6'-8" PRIMED WHITE BEDRM2,BAJHRM2 N BAY COLLECTION UCkP9656 T TEMP WHITE EXT JAMBS W/SCREEN LIVING ROOM 1 14 INTERIOR MASONITE,SOLID CORE LEFT SWING PANEL SIZE HRDWR 3 :TBD MASTER63ATH UClA2856 R WHITE HARDWARE GUNMETAL EXT/WHITE INT drawing list MARVIN ELEVATE LOW E II w/ARGON GLASS 1-314'LOGAN2 PANEL 2'-6"x 6'-8" PRIMED WHITE 0 CASEMENT COLLECTION ELCA3T55 E RIGHT 3'-V x 4'-7 5/8" WHITE EXT JAMBS W/SCREEN SITTING ROOM 1 15 INTERIOR MASONITE,SOLID CORE LEFT SWING PANEL SIZE HRDWR:TBD PWDR R©OM 1 WHITE HARDWARE A001 PROPOSED SITE PLAN STAT DATA GUNMETAL EXT/WHITE INT 4'-0"x T-6" NOTES MARVIN ELEVATE LOW E II w/ARGON GLASS GARAGE CLOSET DOUBLE DOOR PRIMED WHITE P AWNING COLLECTION ELA',WN3735 3'-l"x 7-115/8" WHITE EXT JAMBS W/SCREEN HALL 3 16 DOUBLE DOOR TBD OUT-SWING 2-7-0"x 6'-8"PANELS- HRDWR:TBD FOYER 1 WHITE HARDWARE VIF A002 PLUMBING RISER DIAGRAM GAS RISER DIAGRAM GUNMETAL EXT/WHITE INT 5'-0"x T-6" WINDOW SCHEDULE MARVIN ELEVATE 3'•1"x 2'-11 5/8" LOW E II w/ARGON GLASS CLOSET DOUBLE DOOR PRIMED WHITE Q AWNING COLLECTION ELAVNN3736 T TEMP WHITE EXT JAMBS W/SCREEN PRIMARY BATH 4 17 DOUBLE DOOR TBD OUT-SWING 2-2-6"x T-61FPANELS- HRDWR:TBD BEDRM1 1 DOOR SCHEDULE WHITE HARDWARE A101 FOUNDATION DEMOLITION PLAN GUNMETAL EXT/WHITE INT 6'-0"x T-6" A102 FIRST FLOOR DEMOLITION PLAN CASEMENT MARVIN ELEVATE CLOSET DOUBLE DOOR PRIMED WHITE R PICTURE COLLECTION ELCAP2955 2'-5"x 4'-7 5/8" WHITE EXT JAMBS LOW E II w/ARGON GLASS PRIMARY BEDRM 2 18 DOUBLE DOOR TBD OUT-SWING 2-3'-0"x 7'-6"PANELS- HRDWR:TBD GARAGE 2 WHITE HARDWARE VIF A111 PROPOSED FOUNDATION PLAN A112 PROPOSED FIRST FLOOR PLAN CASEMENT MARVIN ELEVATE 4'-9"x 1'-7 518" GUNMETAL EXT/WHITE INT 1-318"FLAT PANEL. Al13 PROPOSED SECOND FLOOR PLAN S PICTURE COLLECTION ELC/AP5719 T TEMP WHITE EXT JAMBS LOW E II w/ARGON GLASS PRIMARY BEDRM 2 19 INTERIOR MASONITE,SOLID CORE RIGHT SWING PANAN x EL SIZE PRIMED WHITE E HRDWR:TBD MASTERMATH 1 Al 14 PROPOSED ROOF PLAN WHITE HARDWARE A201 PROPOSED SOUTH-WEST ELEVATION GUNMETAL EXT/WHITE INT PROPOSED NORTH-EAST ELEVATION CASEMENT MARVIN ELEVATE 3'-1"x 1'-7 5l8" CLOSET DOUBLE DOOR 2'-8"x 7'-6" PRIMED WHITE BEDRNul2 T PICTURE COLLECTION ELC/AP3719 T TEMP WHITE EXT JAMBS LOW E II w/ARGON GLASS SITTING ROOM 2 20 SINGLE DOOR TBD OUT-SWING PANEL SIZE HRDWR:TBD BEDR"3 2 WHITE HARDWARE A202 PROPOSED NORTH-WEST ELEVATION PROPOSED SOUTH-EAST ELEVATION MARVIN ELEVATE 6'-4"x 6'-2 3/4" GUNMETAL EXT/WHITE INT 2'-8"x 6'-S" PRIMED WHITE FOYER U POLYGON COLLECTION 90°RE(CTANGLE T TEMP WHITE EXT JAMBS LOW E II w/ARGON GLASS SITTING ROOM 1 21 POCKET TBD 1-3/4"FLATPANEL PANEL SIZE HRDWR:TBD LAUNDRY 2 A301 PROPOSED TRANSVERSE SECTION WHITE HARDWARE PROPOSED LONGITUDINAL SECTION CASEMENT MARVIN ELEVATE GUNMETAL EXT/WHITE INT 4'-0"x 6'-8" PRIMED WHITE A302 PROPOSED TRANSVERSE SECTION V PICTURE COLLECTION ELCyAP4955 AIA"x 4'-7 5/8" WHITE EXT JAMBS LOW E II w/ARGON GLASS PRIMARY BEDRM 2 22 POCKET TBD 1-3/4"FLAT PANEL PANEL SIZE HRDWR:TBD FOYER 1 WALL DETAIL SECTION-TYPICAL WHITE HARDWARE E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN GUNMETAL EXT/WHITE INT 2'-6"x 6'-8" PRIMED WHITE PANTRY El 12 PROPOSED FIRST FLOOR ELECILIGHTING PLAN MARVIN ELEVATE 6'-5"x 1'-7 5/8" W POLYGON COLLECTION 90°RE(CTANGLE T TEMP WHITE EXT JAMBS LOW E II w/ARGON GLASS PRIMARY BEDRM 2 23 POCKET TBD 1-314"FLAT PANEL PANEL SIZE HRDWR:TBD WALK-IIN 2 E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN WHITE HARDWARE S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN GUNMETAL EXT/WHITE INT PROPOSED ROOF FRAMING PLAN COLLECTION Y GLIDER MARVIN ELEVATE ELGL7236 E XO 6'-01/2"x 3'-0 1/4" WHITE EXT JAMBS WISCREEN LOW E II w/ARGON GLASS KITCHEN 1 WHITE HARDWARE CASEMENT MARVIN ELEVATE GUNMETAL EXT/WHITE INT Z PICTURE COLLECTION ELCAP4955 4'-l"x 4'-7 5/8" WHITE EXT JAMBS LOW E II w/ARGON GLASS FOYER 2 WHITE HARDWARE P'HER✓F,c�, �� date: 4/23/2024 roject: 685 BL n by:e.d. kd by:c.j. N� ng os1�1 y4 TOTAL 52 TOTAL 32 chi F N 5 ff�rey � O 0 r #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 _design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 design development stage 11-09-2023 _design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 revised permit set 06-17-2024 0 voo O O co 0 Q w g F N "' Q v _0 (� • i '! _c v} M �G U f 0 @) U � �o REMOVE EXISTING CMU WALLS /ll A O AND RAMP AS REQUIRED TO BE YA, REPLACED IN SAME LOCATION h qj > 0 i W €Y REMOVE EXISTING WINDOW INFILL OPENING AS RQRD. ;. f s. r,l U P - O 4-' UPio LI-J O R 0O O O, N O O W O O o 3 0 0 U o o n j Y. c N t(,J pip LO } 00 c , 00 Z T I TO 10 n 1 SEPTIC z' LINE OF FLUSH 3-2x8s(2"x7 1/8"ACTUAL)GIRDER ABV LL a ~ n. rV I REMOVE CMLU ^. BASEMENT Ex.Basement I :ti- - FOUNDATIONI WALL TO PRO.CONC. -7.58'+1-(-7r-7"+J-) I try: TOP OF EXIS3TING FOOTING V) •fir� .4;a�;, -:,,� Iillr - IIII _ ^ IIII t IIII s�'.a IIII - IIII Y; IIII ,•` <� IIII IIII REMOVE EXIISTING WINDOW ?' IIII t' II11 - INFILL OPENIIING AS RQRD. i IIII IIII CRAWL ` I111 DIRT dob # IIII - IIII - :.7 r--HH--� :i` IIII i i I IIII I I �I1J I REMOVE EXISTING ¶�7T1 I FLOOR JOISTS REMOVE EXI:ISTING STAIR IIII I BACK TO WALL IIII L—ii Itl—-I IIII IIII GARAGE property address i BASEMENT PRD.CONC. I III F° " PRD.CONC. IIII IIII I REMOVE EXIISTING SLAB 685 Bungalow Lane, nn I Mattituck, Town of Southhold New York, 11952 - IIH nn nn nu nll --————————— drawing list REMOVE EXI(STING WINDOW A001 PROPOSED SITE PLAN INFILL OPENIING AS RQRD. STAT DATA NOTES A002 PLUMBING RISER DIAGRAM GAS RISER DIAGRAM _ WINDOW SCHEDULE K DOOR SCHEDULE •:. fix`. L — — A101 FOUNDATION DEMOLITION PLAN A102 FIRST FLOOR DEMOLITION PLAN F A111 PROPOSED FOUNDATION PLAN A112 PROPOSED FIRST FLOOR PLAN A113 PROPOSED SECOND FLOOR PLAN Al14 PROPOSED ROOF PLAN A201 PROPOSED SOUTH-WEST ELEVATION PROPOSED NORTH-EAST ELEVATION A202 PROPOSED NORTH-WEST ELEVATION PROPOSED SOUTH-EAST ELEVATION A301 PROPOSED TRANSVERSE SECTION PROPOSED LONGITUDINAL SECTION A302 PROPOSED TRANSVERSE SECTION WALL DETAIL SECTION-TYPICAL E111 PROPOSED BASEMENT ELECILIGHTING PLAN E112 PROPOSED FIRST FLOOR ELECILIGHTING PLAN E113 PROPOSED SECOND ELECILIGHTING FLOOR PLAN S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN PROPOSED ROOF FRAMING PLAN WALL KEY PARTITION TO REMAIN \c�� \S�pPHERjz�t,.y/� date: 6/17/2024 �E�. �PARTITION TO BE REMOVED ro'ect: 685 BLn by:e.d. kd by:c.j. (IIII OTHER STRUCTURES TO BE REMOVED N ng � BASEMENT DEMOLITION PLAN 03154 OF N o A-101 SCALE: 1/4 - 1 chrl trey #031547 revisions date existing situation 08-26-2021 / updated site plan(topography) 10-29-2021 % schematic design stage 12-10-2021 schematic design stage 12-13-2021 % design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 / design development stage 06-23-2022 % TOS building permit submission 08-30-2022 % valance application set 05-09-2023 % design development stage 11-09-2023 % design development stage 12-15-2023 % bidding set 01-12-2023 permit set 04-23-2024 Lo E E "0 0 00r� 0- < Q / E - '� � � N a e =tf: c o pC, 0C1 z ` - -�; o N • C ti V U "' (r. REMOVE EXISTI G WINDOW REMOVE EXISTIN B Y WINDOW % REMOVE EXISTING WINDOW ADJUST OPEN[ G FOR NEW ADJUS /RE RAME FOR ADJUST OPENIING FOR NEW / w WINDOWS S REQUIRED NEW BAY WINDOI AlREQUIRED 77 WINDOWS AS REQUIRED ----------------------------------- / i U / r---------, ------------------------------i `; \ p W C S O ) O a) H O REMOV EXISTING WINDOW I / I W C O O ADJU OPENING FOR NEW L---------------------------------------J -------------------------------------- > _�'rJ NDOWASREQUIRED r- � \ / � � O mid W O O O � L0 N BEDROOM 3 I / LIVING RM DINING RM / z � 0" WOOD FLOOR / WOOD FLOOR WOOD FLOOR REMOVE EXISTING PATIO % - � r CLNG:T-11" I % CLNG:T-11" I `%*� CLNG:T-11" \ /CONCRETE SLAB % Z o0 0 L----•-------------------------------- --"'I T -------------------- --- % 00 Z o / U { C) L_...% 5 ---------------------------------- N ------------------------------ I is ------ REMOVE EXISTING STUD I / REMOVE EXISTING STUD is % WALLS&DOORS WALLS&DOORS i / MAINTAIN I # EXISTING WOOD I [ FLOORS I i "--------------------------------- ------- ` I CLOSET /i--------------------------------------- I, " OWN\ I I '' KITCHEN '' fx& i io>° i ;, TILE 44 CLOSET I I II ----------- / ..��. / i-------------- -------------------------i l %/ % I -- ----------- r————————— j FIREPLACE j - \ REMOVE EXISTING WINDOW % f /CREATE OPENING FOR BEDROOM T----------- NEW WINDOWAS REQUIRED WOOD FLOOR / L------------ /INFILL OPENING AS RQRD, ------ ' / ------ L dob # / REMOVE ALL EXISTING TILE, Ex. 1st Floor % PLUMBING FIXTURES& +0.00'+/-(+0,-0"+/-) ACCESORIES 'fj .2✓' _ i HALL REMOVE EXISTING DOOR WOCLNG:OD FLT_11"OOR ADJUST OPENING FOR NEW ( ATTIC j WINDOW AS REQUIRED 0 I ACCESS I SIDE ENTRY GARAGE CLOSET U / L----J WOODFLOOR Q + PRD.CONC. / property address CREATE OPENING FOR :% CLNGT-11" /NEW WINDOW A 685 Bungalow Lane S REQUIRED r IL Mattituck Town of Southhold New York, 11952 REMOVE EXISTING STUD CREATE OPENING FOR i WALLS&DOORS NEW DOER AS REQUIRED ! 1 - / �rc•z;zssFsnrir..:ar "'i \ 1 / REM E EXISTING STUD % WALLS&DOORS %^ %'/�'/. L� "I \\ / drawing list REMOVE EXISTING WINDOW BEDROOM 1 — OFFICE R OVE EXIS71NG WINDOW / A001 PROPOSED SITE PLAN 11NFILL OPENING WOOD FLOOR I WOOD FLOOR /I ILL OPENIING 1 STAT DATA CLNG T- 1/2" REMOVE EXISTING WINDOW I CLNG:T-9 1/2" \ 1 / /INFILL OPENING %\ REMOVE NOTES \ EXISTING BRICK / t \CREATE OPENING FOR WALK 1 / A002 PLUMBING RISER DIAGRAM \ REMOVE EXISTING WINDOW / NEW WINDOW AS REQUIRED ADJUST OPENING FOR NEW / \\ Ex.Brick Walk 1 GWINDOW AS RISER DIAGRAM WINDOWS AS REQUIRED `\ 1.33'+l (-1'4"+l-) 1 // DOOR SCHEDULE REMOVE EXISTING DOOR/ INFILL OPENING 1 A101 FOUNDATION DEMOLITION PLAN % \\ `I I j % A102 FIRST FLOOR DEMOLITION PLAN REMOVE EXISTING STOOP \ 1 I I L A111 PROPOSED FOUNDATION PLAN \ 1 I I Al12 PROPOSED FIRST FLOOR PLAN I REMOVE I REMOVE EXISTING WINDOW \ 1 % I Ex.Brick Walk_ I \ j I / EXISTING BRICK -� I ADJUST OPENING FOR NEW Al13 PROPOSED SECOND FLOOR PLAN \ 1 ' r % I WALK -1.33'+l-(-1'-4"+l-) I WINDOWS AS REQUIRED ——————————————— % A114 PROPOSED ROOF PLAN 1 REMOVE EXISTING BOULDERS LA201 PROPOSED SOUTH-WEST ELEVATION REMOVE EXISTING % PROPOSED NORTH-EAST ELEVATION CONCRETEAPRON A202 PROPOSED NORTH-WEST ELEVATION ASPHALT DRIVEWAY / PROPOSED SOUTH-EAST ELEVATION A301 PROPOSED TRANSVERSE RANS RSESECTION PROPOSED USECTION/ A302 PROPOSED TRANSVERSE SECTION / WALL DETAIL SECTION-TYPICAL / E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN El 12 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN % S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS / S111 PROPOSED FIRST FLOOR FRAMING PLAN / S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN / PROPOSED ROOF FRAMING PLAN % WALL KEY / I I PARTITION TO REMAIN I 1 \�� date: 4/23/2024 �z F� roject: 685 BL PARTITION TO BE REMOVED / n b :e.d. �.,.; Y kd by:c.j. ==Zr, OTHER STRUCTURES TO BE REMOVED N'A ng FIRST FLOOR DEMOLITION PLAN OF°31N ° A 102 SCALE: 1/4 1 chrl Frey #031547 revisions date % existing situation 08-26-2021 Jf ' updated site plan(topography) 10-29-2021 1 schematic design stage 12-10-2021 l / / schematic design stage 12-13-2021 ' design development stage 02-10-2022 { / / design development stage 02-16-2022 / DEC submission design development stage 06-23-2022 g•' / 40'-2 1/2"+/- 14'-6" 21'-6" ; TOS building permit submission 08-30-2022 ` EXISTING _variance application set 05-09-2023 11 21/2 1/2"' 7'-5" % 6" 20'-6" 6" ' design development stage 11-09-2023 f VIF / design development stage 12-15-2023 %61 bidding set 01-12-2023 8 / permit set 04 23 2024 ^-------------_-M____--__-7 _� _ T.O.Wall revised permit set 06-17-2024 +1z.zz'(+12-z 3/a'j f / CONT.2 1/2"LEDGEN r ---------------- Z� T.O.Stair ------------------------ T.O.Led e f +J1.5o'(•J;'-s")vIF r r----------------------------------------------------------, co +11.43'(+11'-51/4') f `- / 1 co ---- r-------------+-----------r-4-`-----1 E--- ------ 1 , 0 q 0 0 i. 1 1 I r- 1 / o o o ----------------------------------- 2-#5 BARS HORI7.. M '' f DEMOLISH/REPLACE EXISTING RAMP I I I I I 1 e O 0" 0 O Q Grade ; I I -- --------I ;`-; ( WITH EGRESS COMPLIANT PRD.CONC. 1 1 I 6"PRD.CONC.WALL I 1 1 Q , @ TOP OF WALL VARIES I STAIR HAUNCHED 12"@TOP/BOTTOM 1 1 1 I D Q Q ON COMPACTED FILL 1 'a: I I W/5/8"0 x 16"I GLV. T.O.Wall I I 1 , '� N - ----i A-301 1 , STEEL ANCHOR BOLTS ( O • N y RAISER:7" TREAD:11 1/2"(VIF) r ,»,z?"n c T•p +12.22'(+12'-2 3/4") I / j: .n _ un o "x,v w r nvo I f 8"PRD.CONC. WALL 1 t I I 1/8"PER FT I I r O u -ON f "h 16"w FTNG 1 I I I I I / ,� 0 f\ •I I r I I I I 1 h tt �a 8 x 1 C 'C to f�3 { I z I I I I I I I I O U L = I `. I I I I 4"PRD CONC.SLAB I j I I I I I io ih @ M UP 1 T.O.Wall a 3'-1" O Z r ` 1 `-,: I I 1 r 11 1 I' •', I I �- ON VAPOR —� I i 1i1" 11" �' Q >- 2-#5 BARS HORI:. f 1 I - E_ GRAVEL—� ••) ( / EXISTING NEW I 4. 1 I ON COMPACTED FILL I 1 I N z @ BOTTOM OF WALL { 4-7 I I I r"`= 1 PROVIDE 3"OF 3/8" / \ I I I ) 1 ;' 1/4,. 1 >` I GRAVEL ON FILTER I I I I 1 I r EX N �4.60� I ._ I I I FABRIC AT LANDING I------- r-T I I Prop.To of Slab T pN_CO I ', 1 I ;; 1 r I f I I I I 1 +12.22'+/-(+17-2 3/4") I { NF, PRD.CONC.STEPS PRD.CONC.STEPS I 1 CONTINUOUS 8"d HAUNCH I I `' 1 I PRD.CONC.STEPS ' { _ @SLAB PERIMETERT.O.Landin oPROVIDET.O.Slab DRAIN - / I I I I 1 1 I b +7.83'(+7'-10•) I ' ,5.AT BOTTOM #4 STIRRUPS 1 I I 1 � I c) @36"o.C. L T.O.Sill ALIGN ------� / I..I..1 1 1 1 I U /' I .•00 +5.53'(+5'-61/2') I I - L_1 1 1-------------------- ------------------------ #5 @ 6°o.c.B.O.Footin B.O.Footing :.+ •s a -:�' .yam • EACH WAY o0 + + IF 7.0 7'0' V 0' ( ) I 1-6 @BOTTOM f - -------------------------------------------- ----- ,c. { 7 1R II iV 1 1 --------------------------------------- -- I I / "- O INFILL EXISTING EXISTIINGr- - -- I 1 I Q O I I WINDOW OPENING FOUNDATION WALL --- -- I Q.------------------------- -r _ J I I/ - I O 8 PRD.CONC. STEM WALLL ,.. -LL:: - _ ,-: - - :�.. .- :;..I'''., -s- -v-y 1 I I I '—^ <„ o W/2-#5 BARS @ 36"O.C.WERT. { `;" I I REPLACE EXTNG.CMU WAALL ---- ---- ---- ------ -- - '} + I I CONTINUOUS 8"d HAUNCH I I I l v J N N O ON PRD. CONC. FOOTING r _ R-14 OPEN CELL AS REQUIRED AND TIE INJTO PITCH SLAB I ' (V INSULATION EXISTING AND NEW PfRD. i( I I @SLAB PERIMETER 1/8"PER FT I I j r O O W/#5 BARS @ 6"O.C. EACH WAY @ BOTTOM f = : O U I I CONC.FOUNDATIION L � r/ � I I CONTINUOUS BEAM SEAT 2 I`I � � � � 1 ' � J � O W/#4 STRPS. @ 36"O.C. f REPLACE EXISTING DOORS �/ ti �— LINE OF WALL AVOVE @ INTERIOR of FOUNDATION I 1 I I 1 1 O O' I _ _ 11 T.O.Wall a"PRD CONC.SLAB T.O.Wall 1 / 11J CD { IN EXISTING OPENING �/ ( I WALL.SEE DETAIL /�-111 1 I �j { h - 1 1 +12.22'(+12'-2 3/a') E_ AT GRADE +12.22'(+12'-2 314") I I 1 � M 2 STEM FOUNDATION DETAIL TYP. { R-140PENCELL I I 1 i ON VAPOR BARRIER I , / Z � 4"0 TUBE STL CLMN N INSULATION LL— ON STEEL PLATE O { O v 1 i I ON COMPACTED FILL 11 1 I / z m 0 r > A 111 SCALE: 3/4 - 1 r I I �— 24"x 24"x 8"D I�'?e 1 I 8"PRD.CONC. WALL i a 1 O ao z O PRD. CONC.FOOTING :; + I O W1#5 REBAR 6"OC EACH WAY _ I 1 I W/5/8'0 x 16"1 GLV. I 1 1 / � �Q L_ _J 2"FROM BOTTOM `' v 1 I STEEL ANCHOR BOLTS I ( 1 ' in Q __ 'f ____ PROP.CRAWL �, U LINE Oft EXISTING FLUSH 3-2x8s(2_x7 1/8_ACTUAL)GIRbER ABV I ----------------- I- -j-----11'-2 1/2------------ @ 32"O.C.TYP. I ( 1 `- < �` i k;.1----------------------1-- -- - C NG:9 6" 11 I I ON 8"h x 16"w FTNG :°: ------------------------ -- --------------------�-- - (0 1, 1 __ -=F------------_____--�_ _�------------------ --- >: I I I / TT "- vUi f I I L----J EXISTING STL.CLMN. L--- J I I L J PROVIDE OPENING FOR NOEW SPACE ACCESS PRD. 16"x FOOT NG I 1 I Pro .To of Slab I f -- 8"x 8"PRD.CONC.PIER 1, I 1 I +12.22'+l (+12'2 3/4") r ON PRD.CONC.FTNG. I I IN EXISTING WINDOW LOCATI'ION WX5 REBAR 6"OC EACH WAY 2"FROM BOTTOM 5II r ♦tom ,?� EX.BSMNT.2 Ex.To of Slab I I ♦tom ET-3" rL 7'-3" 1 i 36 REPLACE EXISTING CMU WALL-AS / PRD.CONC. 4.8T+1-(4'-10 1l2"+1-) I 1 REQUIRED AND TIE INTO EXISTFING CLNG.6'8 1/4" I I 1 AND NEW PRD.CONC.FOUNDATHON 1 1 1 --------------- 1----------- -- _, L-------------------- PROPOSED AC DUCT 1 1 1 1"r1 1 1 +t -_ I f o o apl I ♦1, O ool a --------------------------- ------------------------1 24"x 24"x 8"D ao L 1 I PRD. CONC.FOOTING 1 I I 1 -L - / J}—�/ R#SREBAR�TSC�ACN�P,,--�------� - �-- ---------------- - r ( I ' 0 { ♦ �,�♦ I I i I JL _ 1 CONTINUOUS BEAM SEAT ' FURN. AH1 1 AH2 M I I 1+_4„ 1 1 1,�„ PROPOSED AC DUCT 2 (~� I @ INTERIOR OF FOUNDATION 2 N 4"0 TUBE STL CLM W SEE DETAIL - I — - - -- ------- - --------- - -- -----------_ ON STEEL PLATE EXISTING S6LAB 0 ALL I 1 TA WaU A 111 � 1 A 301 _ hr i r , 'P 1 , 1•� ',' - 8" 8' RD.CONC.PIER 1 :,:. :.•, ... ,. ..•... ,.._.,. :: •I err 7 - 4 I /I � � I• ON 24"x 24"x 8"D 1 c 1 O O 1 ALIGN SLABS + + r > I o f II I I 'P' m I I PRD. CONC.FOOTING ( 00 i=' '• + 1 F _ F _ / iV(7 ¢IIII ) EXISTING NEW SLAB W/#5 REBAR 6"OC EACH WAY ♦ N 1 I ♦ ? N 1 1 z IIII IL 4 - __________________________ FOUNDATION WALL y 2"FROM BOTTOM r w L) I zt L-_--- + + w , ���� I ;; PROVIDE OPENING IN FNDTN.W/ALL r) 36 11'-6" 36 IIII I O FOR HVAC DUCT AS REQUIRED O - v 1 / 12'-10" t f a I I II a ) M { o nn o } 1 PICAL 2 19 U f z IIII 1 O I 8"x 11'-6"PRD.CONC.PIER ON 2'-0"x 12'-10"x V'D PRD.CONC. I i / A-302 ih v ' rn III[ p I �, - N FOOTING W/#5 REBAR 6"OC EACH WAY 2"FROM BOTTOM I 1 I f X IIII a- ,, >..: c c v w II II I ' INFILL EXISTING " ^* i 1 1 w IIII FJC.CRAWL I " �, 2"PRD CONC.SLAB r :r w IIII DIRT I WINDOW OPENING 31,-0„ _ N ' - do b # �_ �' „ O O N ON 3 COMPACTED GRAVEL I I r I y. o :f + ~ + 2 CONTINUOUS BEAM SEAT + + I-—-H H —, t 1 / A-111 WALL.SEE DETAIL r +: @ INTERIOR OF FOUNDATION a NV I r r I IIII :a I I I I4PLIANTY - - -- ---- ------ ---- - -- OL Pro .To of Slab 2to ~ +-.>-.- - _- +7.83'+/-(+T-10'+I-) I.I I CONTINUOUS BEAM SEAT �'A+ - A-111 @INTERIOR OF FOUNDATIOtj•'°IIII I i+L---_HF�--) INEW EGRESS CO ------------------ ---- - -- --------� yL------------------------_- ------T ---- -- --J 1 / tlll ------------------ - - - --------I 'M 1 ~', 4"PRD CONC.HAUNCHED SLAB f IIII I WOOD STAIR,RAILING&HANDRAIL a".. --- ----------------- 00 ,,..•a a ',• e 4' 'e e --' a. - :. IIII PROVIDE NEW VAPOR BARRIER I I -'`:' e• r-------------------------- - -'l I EX.BSMNT.1 ON3"COMPACTEDGRAVEL - I vi'i I I ' property address f I111 OVER EXISTING DIRT FLOOR I i PRD.CONC. / f I111 CLNG:6'-6 va" ✓ Prop.To of Slab f IIII i I + +11.72'+/ (+11'-8314"+l-) ; •a• I T.O.Wall 685 Bungalow Lane f nn Pro .To of Slab / fill1 ;, ---------------------- - -- --------' :F I T.O.Wall 1 ' Mattituck, Town of Southhold IIII I 4.87'+/-(4'-10112"+/-) I 1 { IIII 8"PRD.CONC. WALL 12.76(+12'-9") - ,. I New York, 11952 .,.. ------------------ ----- IIII I NEW .; - - - - -� `�: � W/5/8"0 x 16"1 GLV. I 1 4"PRD CONC.SLAB .' ♦ 1 STEEL ANCHOR BOLTS 1 F I L—_ AT GRADE f r - --------------- -- —� t-- 1 r ' I @ 32"O.C.TYP. T.O.Wall +, 1 ON VAPOR BARRIER ',:'^ 1 < ' 1 ON 8"h x 16"w FTNG v +12.22'(+12'-2 3/4") ` I IIII ON COMPACTED FILLco ".• ' 1 { < i r,. wlf 4 i i Pro To of Slab 1 '_'; i / M drawing list t I + + 2' - 4"I 12.2 +l- 12'2 31 +l- / 1 / f I I I 1 r I I A001 PROPOSED SITE( ( S PLAN TAT DATA INFILL EXISTIING 1 - ♦ .' "' ?',' I 36"x 36"x 10"D ' NOTESA f E-----1ir,l " r I•e}__---1 WINDOWOPENIING I t', � I �,;:. .. ♦ :;" I •,• I PRD. CONC.FOOTING 1 •i,- I r :,,.' ' 1 • r. I W(#5 REBAR 6"OC EACH WAY A002 PLUMBING RISER DIAGRAM / EXISTING t'.: EXISTING t{ cV - ff . FOUNDATION WALL FOUNDATION WALL 2"FROM BOTTOM 1 1 ' 1 1 - --� 1 I GAS RISER DIAGRAM ` WINDOW SCHEDULE { I .- I rn I I 6"0 TUBE STL CLMN DOOR SCHEDULE ON STEEL PLATE I 1 , ___ N I I I I '; 1 A101 FOUNDATION DEMOLITION PLAN f L ELEC.PANEL '"" ( ' _ Al02 FIRST FLOOR DEMOLITION PLAN t: n +: 'i - 1 1 0' 10' 1' I / A111 PRO POSED FOUNDATION ,•Ji PLAN I I / Al12 PROPOSED FIRST FLOOR PLAN 1 I / A113 PROPOSED SECOND FLOOR PLAN r{{ EXISTlNG4 11"�14.92" l ' w Z I W I I 1 NON_C r ¢ W o>: A114 PROPOSED ROOF PLAN / OMFORIy/N / ¢��a�� >W 3 w( 1 j 4"PRD LONG SLAB A201 PROPOSED SOUTH-WEST ELEVATION f G r o�eg 0 o w a w�' I �— ON 3"COMPACTED GRAVEL --� 1 r l a z W PROPOSED NORTH-EAST ELEVATION A202 PROPOSED NORTH-WEST ELEVATION {( �$L�rr / EXISTING NEW 1 _ _ _ I ;' 1 / /h I ._ 1 m r m y m y I 1 PROPOSED SOUTH-EAST ELEVATION 1 1 / A301 PROPOSED TRANSVERSE SECTION � - � � O � I 1 ieft I • I % PROPOSED LONGITUDINAL SECTION {a , I ;+t a; 1 , A302 PROPOSED TRANSVERSE SECTION WALL DETAIL SECTION-TYPICAL 1 -------------------- ----------------- ---- I .'xlr I L----- -� E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN f r I r� l __ ________ ---__ E113 PROPOSED SECOND ELECILIGHTING FLOOR PLAN r PRD CONC.APRON —� / S101 STRUCTURAL DETAILS 22 STRUCTURAL DETAILS p-2 S1011 PROPOSED FIRST FLOOR FRAMING PLAN 1/2e / ph'OPOSE p 0) S112 PROPOSED SECOND FLOOR FRAMING PLAN 1 r S113 PROPOSED ATTIC FRAMING PLAN PROPOSED ROOF FRAMING PLAN WALL KEY A-301 , EXISTING STUD WALL S•YS 1 8-6 14 '6 8 6 10 NEW STUD WALL X" 8" 20'-2" r 8" Gj� GOPHER/F,c �.'� date: 6/17/2024 r III � � roject: 685 BL i' EXISTING MASONRY WALL 40EXI TIN +/- 14'-6" 21'-6" � EXISTING ; 30, n by:e.d. _ EXISTING FOUNDA71ON WALL i kd by:c.j. NEW PRD. CONC. FOUNDATION WALL I If N� ng F NEW STEM PRD. CONC. FOUNDATION WALL . .,.,.;,,...� NEW PRD. CONC. FOUNDATION WALL � PROP. BASEMNT/FOUNDATION PLAN 9J' 031�1 TO REPLACE EXISTING CMU WALL A 111 SCALE: 1/4" = 1' 0 F t4 A-111 chrl fret' #031547 revisions date existing situation 08-26-2021 I updated site plan(topography) 10-29-2021 ! r EXISTING PROPOSED 21'-6" � �----�" � _schematic design stage 12-10-2021 j / I 8 1/2" I schematic design stage 12-13-2021 , /-- design development stage 02-10-2022 � 11'-6"+/- 16'-1 1/4"+/- 11'-5 1/4" 14'-6" 5 1/2" 31/2" 19'-5" 7 1/2"BEDROOM 1 LIVING ROOM 3" 1'-1 1/ design KITCHEN FOYER SCREEN RM I g development stage 02-16-2022 - 12'-6" 2'-9 3/8" 6-0 3/4" 1'-3" T-1" " , 64" 3'-1" 3 1/2" 5'-1 1/2" 1'4 1/2" 5'-0" 1'4 1/2" 5'-1 1/2" 1'-1 1/ " ' DEC submission 02-23-2022 j RO RO R RO RO RO RO RO RO Ro design development stage 06-23-2022 /J' TOS building permit submission 08-30-2022 F_ T /_ �— \ ` design variance application set stage 05-09-2023 1-09-2023 �- design development stage 12-15-2023 bidding set 01-12-2023 J / hermit set 04-23-2024 revised permit set 06-17-2024 Nmk T.O.Stair j +8.50'(4-6")VIF �- J �- \ _� o O O f 6R 1 DEMOLISWREPLACE EXISTING RAMP / -- — - \ / U WITH EGRESS COMPLIANT PRD.CONC. � `'ll''�� j n / r Q O j STAIR HAUNCHED 12" TOP/BOTTOM / b N " Q - J c ON COMPACTED FILL / 1/}R� �� / \ � �"� IL CN RAISER:7" /TREAD:11 1/2"(VIF) \ • < 1/8"PER FT - C _c ch 2 I 1 PATIO r M o O A O �? O I STONE TILE \ W j / A-201 / A-301 o p EXISTING NEW LINE FBALCON ABV— _ I— _ N z 4-7 ! Ek NO (4 6p� ' / REPLACE BAY WINDOW I Pr ' .Stone E�at10 I \ r { N-CONE. IN EXISTING OPENING PRD.CONC.STEPS' RD.CONC:STEPS'. +12 35'+I- +12' 114"+I- { PRD.'CONC.STEPS ! / _.\-- ----- ------AS REQUIRED --- I I \ / ' , 1 ' 9' - -� GRAVEL WALLS! �� I I QM r W SKY PANE ! — --- 1 SEE 2/A-20�1' -- — 3 --- --- -- -- -- ------�'_� ------= 6 EGRESS D N ------------------------------------ 1 SHELVES BENCH SHELVES EGRESS I OECREss N OECREss -- -- -- -- --- ------ --- -- <h O r I EXTNG.2x4 STUD WALL O I L- \TEMP — ��TEMP————= �TEMa -, / Q W/R-151NSLTN. I LIVING RM iv I 1 V- ��V/f �I , Q j I W!1/2"SHEETROCK 3!4"T&G WD FLR 1 ( 711 I N N O 11 @ WALLS&CLNG I CLNG:7'-11" Ex. I 1 N Oi j I I EGRESS - PROVIDE 4 1/2"SILL EGRESS �� �\ I o O O O jJ L- ----- I I KITCHEN -� m N o n co O BEDROOM 1 I - I ITCH SLAB o v W c�i 1/8"PER FT r M O ------------ ------ ----- 3/4"T&G WD FLR - I-- i N > O 0 I T&G WD FLR r- - - ---- - -, I I '-`� > j CV CLNG:T-9 1f2" Ex. 1 I I I CLNG T-91/2" Ex- z 1 III I > -- -- YI— _� O O I \ _ I �1j Q j I I PROVIDE CONT. O I jl I OPENING I I W I ' \ Q N W I { _ DRP.GIRDER ABV. ' '' HEADER ABV SITTING RM I SCREEN RM �I / z N +�• I I 3/4"T&G WD FLR J STONE TILE CLNG:VARIES 1 CLNG:9'-0" -- I I 4x4 POST I I ' o I o 1 1 I �.. :a _ Z N N �- �O .-O I m LL -------- ---- --- ---- -------- -J O w \ ao z z z ! W -------- ---- ----- ---- -------_ _ -- '�"Y}. 'N_�ry I W I Q> / t] O W 10 ' I W I N r- _ -1 -_, 1 --�----- '',- OD a 00 I -W m I m I iv I 1 1 I I , O I U i I 4 i M 1 { F- j I 1 m �---II > q i Prop.Finish Floor ISLAND O I II 1 +12.4T+1 (+12'a 3/4"+l-) Drop.Fini h Floor I L-----------L --------o I I� Z I 11 l I �12.35'+/-( 12'4114"+1) CV \ 1 j 1 - 00Ell 1- I I ao� o W 5 1/2" --_ — _— _---�,— N ^/I I �N w iIf I N W O O w RUN FLOORING UP STAIR o0 - _ - W TREADS AND RISERS CONT. LLII Prop.Finish Floor I I I 1 LU Ix 'v r LL --- ----- N I 1iV I 1 1 I I I � !n I N LII OF HVAC SOFFIT ABV j M I +12.4T+f-(+12'-5 3/4"+/-) _ I I I I I I a — — ih .- j 17 L-------- --- -- - --- ------- -J I---L---� L-- O - - ----------- --- r .. 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M +12.41'+1-(+12'-5"+1-) =Duo0-1 M �_ O <V ,s-" e 'x 1 I r � 1 I M I M to DN ORGANIZER ZER I I I O '- " �- 1 1HR IRE c BENCH I CLOSET BENCH I AC r• _ A'2�2 _ _-- I 1 I I I CONDENSER O r --- - --- 1 14 LEDGE 14 13 NEW EGRESS COMPLIANT TEM rEMP RTD D�'JODR� I i I i ------ - I- { / co .N- I - `1 WOOD STAIR,RAILING&HANDRAIL K K 1 R I I r J o o ----� 12 - J N ( cV LINEN BENCH M I ACCESS I cn os Z PORCH L----J STONE TILE cREss Z 1 / w !n O - I— —1 - STORAGE 1 --J I STORAGE 2 i-~�"4- I / N O / property address j - SHOWER C7 N - Pro .Stone Patio -- i------ ------ - ---szs AC f 12 BEDROOM 2 N =_'_= _ --m" — o +12.10'+/- +12'-, 1/4+P /J //r� I POST I oo O 685 Bungalow Lane, � 0 --I-- N BEDROOM 3 H _ J t0_ j I )' JC �, / I I CONDENSER N yN 3/4"T&G WD FLR m=1=s \ / 3/4"T&G WDFLR N P OVIDE DRN PROVIDED I I I � Mattituck, Town of Southhold f, I CLNG:T-91/2" Ex. i O BATHROOM 2 __�__ N CLNG:T-9 1!2" Ex. AT GRADE ' �R AT GRADE 18 L I = W 1 TILE I o = New York, 11952 r I cw !n 01 `, / CLNG:7'-9 1/2" Ex. I M - Oen I J, + a ol� I m _-_-_--_-_-_- _-_ -_-_-__ _--_ I I I Z / \' RED CEDAR SCREEN - I _ . Uig W I I I I j M O --I®_ 1 r LINE OF OVERHANG,ABV 1 J I I I I f N� I "' -0" PRIVACY WALL ' �' I ---- "' =_'_- W 1 A-302 0 " I I I Ia 11' "' A-302 drawing list m I -- ---------- _ N I I¢ QI 1 I ® W / co m Mr O I I I~ ''I ( 1 10t�„ r A001 PROPOSED SITE PLAN N i————————— g � ,' ( 1 Q Prop.To of Slab t o LL of ITCH S FT a 1 \ M N STAT DATA I / 1 , / 10 i W I ( I 1 io +12.22'+/ (+12'2 314"+l) I> >I of I I I ,\ \ ! NOTES ' 1 W I 10 _ 6"0 TUBE STL CLMN 1a ¢I AC { I 1 0 = _ �L ( , \ ' A002 PLUMBING RISER DIAGRAM o \ Prop.Cou alyd W " ' GAS RISER DIAGRAM I CONDENSER I +11.50'+/-(+11'-E6"+/-) I 10 N ON STEEL PLATE �111 w) mwl /~ WINDOW SCHEDULE EXTNG.Wf4R15 NS TN. I'UD WALL I� DOOR SCHEDULE W/1/2"SHEETROCKI---- ------- -- ---1-----------J 1 µ I I I @ WALLS&CLNG I .•, I r I r j A101 FOUNDATION DEMOLITION PLAN j I I GARAGE Ca'� I I " m/ - W j A102 FIRST FLOOR DEMOLITION PLAN ` I EGRESS I I EGRESS j L 1 1 PRD.CLNG:8'-0�B 1 T j A111 PROPOSED FOUNDATION PLAN ------J L--- -- ----------------- --------- --=-J - �'� I / j A112 PROPOSED FIRST FLOOR PLAN 1 / "- ss3a03 PAVERS Ij EkIST/l1V(,NO (14.92� I ---- -------- ------------- I FLOOR PLAN ss3ao3 M I r , r 1 ! i � `n f A113 PROPOSED SECOND FL00 O � O I . A114 PROPOSED ROOF PLAN j N-CQMFQRM/NG f PITCH GRADE' -- I 1 I I I A201 f PROPOSED SOUTH-WEST ELEVATION PROPOSED NORTH-EAST ELEVATION I l I I I1 PROVIDE 1 HR FIREPROOF I 1 '_ i A202 PROPOSED NORTH-WEST ELEVATION EXISTING NEW _ 1 ( SHEETROCK @ CEILING I I _ % PROPOSED SOUTH-EAST ELEVATION An j i DN o I I I { I ( 1 / o j A301 PROPOSED TRANSVERSE SECTION 1 R r I I I • r PROPOSED LONGITUDINAL SECTION LILLJL�I� / I I 1€ � I I I I I (r DN ¢ j! A302 PROPOSED TRANSVERSE SECTION NEW STONE RET.WA4LC I I I I I ,1 R F iv j WALL DETAIL SECTION-TYPICAL W E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN 12'— ! — �,l ' I ------------ -- o-----------' '-'------�� ---'--- E113 PROPOSED SECOND ELEGLIGHTING FLOOR PLAN ---� G N L----------4 — . C — 4---------- 3 SKY LANE HTINOPLA� ! E112 PROPOSED FIRST FLOOR ELEC/LIG j SEE 1/A-201 J S101 STRUCTURAL DETAILS ABV _� r z PRD CONC.APRON -� ` __ l , , 20; j S102 STRUCTURAL DETAILS P112"(20.2 p S111 PROPOSED FIRST FLOOR FRAMING PLAN ROPQSE f S112 PROPOSED SECOND FLOOR FRAMING PLAN 1 1 Pro'.Grade , ` J S113 PROPOSED ATTIC FRAMING PLAN +12.00'+/-(+12'-0'+1-) PROPOSED ROOF FRAMING PLAN WALL KEY � ., . . .: � ' ; • j - 12'- / - / j EXISTING STUD WALL 2'-5" -� 2'-5" 2'-5" 4'-1" 9" `' 3'311 9,1 -4'-1" . . 1'-3'1/2" ` ' 8'-0" 21 0, 8'-0"- 1'-3 1/2" S�,�r, j I_ � � �� RO - RO RO RO 91/2° RO RO g .. •Y`S• j �(i /S/ NEW STUD WALL 3 1/2" BEDR00 2M 3 1/2" 2'-11 1/2" F31/2- B9-31/2"HROOM 3 1/2" T-3114" 3 1/2" 1V_-51/r4" 31/2" 51/2 RAGE 5 1/2" +� ����\��oP'�ER�F,��� �>� date: 6/17/2024 _ F,� roject: 685 BL ii EXISTING MASONRY WALL 12'-1" 16'-1 1/4" 12'-0 1/4" 14'-6" 21'6" c, FOYER j n by:e.d. r.�,, ,; 40'-2 1/2" 36'-0" y:C. EXISTING FOUNDATION WALL EXISTING PROPOSED , - 13'— ,� — — kd b j. E• NEW PRD. CONC. FOUNDATION WALL I f! J (P n9 NEW STEM PRD. CONIC. FOUNDATION WALL NEW PRD. CONC. FOUNDATION WALL PROP. FIRST FLOOR PLAN '9�F o3,54T �o TO REPLACE EXISTINIG CMU WALL A 112 SCALE: 1l4" = 1e �F ;yE� A_112 chrl fret' #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 design development stage 11-09-2023 design development stage 12-15-2023_ bidding set 01-12-2023 permit set 04-23-2024 21'-6" 5 1/2" 20'-7" 51/2" r MSTR BEDRM >'CO E C V 6'-5" 1 1/ " 6'-0" 1 1/ " 6'-5" `t co RO C � U U V O 01 RO RO O 3 co 3 0_ Q Q RO RO RO b _c . Z O Q t3 0. 0 N 0 LO 6'-11" O U Z - h DECK v >'.O U p 2 A-201 A-301 — N z 2 EXISTING _NEW —36 hRA1tttVG— DECK IPE DECKING o w in p 1 1 1 OEGRESS A A A EGRESS O U TEMP ABV ABV ABV TEMP IIIIII 11I II!IIIII II - -- --- -- ,11I IIIIIII II1 1I -------------- --------Nu�<-0Zr- ------- - II III QIII O0 d O 0 0 Ir-- ----------- -------------- $ EGRESS O O -_____�____ O ) O /^ � rn LW O O 0 COLLAR TIES ABV z c-- Oo0STANDING SEAM rol o METAL ROOFING o� a W l N 04 /V�, / 2x6 STUD WALL TYP. Np W/R-21 INSLTN. 7 C •� (�� W/1/2"SHEETROCK WALLS&CLNG m O — II1I II11I I II II 1II IIIII III IIII I I 1I1II1 I111I 1 I I I1I ILII I-IIII I I II IIII IIIII II II I 1I1II 11tI1 II ------o-aY- ------- ----------�- 1I 1I1I A-21 01 EFX IWS TING`* 1IIII1 iI1 IIII I IIIIII1IIII 1 III1 I,;,I I11 1III II II1II16 II'I�IIpCh,1IIII 1 II1I I,;I I I I 1 1VI I _ NEW II 1--' �\1(1�,,j•9tl/�,r,•/ 11'A q 9 1, \ 1IiIIIII�' iIIIII 1I I1 I1 I1 1___-_=a1_IIII I1 II—___—_IAAN_IltI_IlAI-_ItlAh_l1•ll-flYIl_�U_tl1I Il1I___IYIN_IIAI_IYI! —_�_—c_1Y1 1Y11—__=N_AB—_IlI_ -P R 3M-_ R _Y tiB\%�I== E�/D R M "F— ,'.1IIiII II1iI II1I I1—I�I i1I1 I II1tII 1 I II i1I II1.I1II I (II III I Ii II -C— rMV o ' N� , A-221 0!2 �.00�O Z 3/4"T&G WD FLR < 10 CLNG:VARIES KING SIZE BED Prop,2nd Floor Subfloor 19 m 1" U "U' OVERFRAME/REPLACE EXISTING ROOF 1 I � _ @ CENTER OF EXISTING HOUSE 6'- +21.56'+/-(+21'-6 3/4"+/-) N TBD UPON DEMOLITION � 1/2" 6 51/2 =i--- 3' 3, � RO RO COLLAR TIES ABV I _JI 42"KNEE WAFn RUN FLOORING 20 DOWN STAIR (7 TREADS AND RISERS c) ? CONTINOUSo PITCPITCH 0 U_ o0 oLL — - m zo� -301 o BELOW w o ¢w o0 1AA n1A nA A1A 11 111 SHELVES � III IT II _FiT_1 TI _ 12'-1 1/2tl" TYPICAL 2 3, 3 ' 9, 0_9" _9 Z 1 RO WALK-IN I 0 (DN I ~2 RO 0 - 3/4"T&G WD FLR L)0 ih1/2" 6' 51/2 CLING: QQ ------ HALL dob #A-202 `I PROVIDE OVERFRAME/REPLACE EXISTING ROOF HVAC CHASE 04 I I FROM ABV CENTER OF EXISTING HOUSEoil oil is Ili 11 oil 11 111 TBD UPON DEMOLITION 14 EPDM ROOFING � property ad `id'F �y � r� e s s M� SHOWER c m 685 Bungalow Lane,z CLNG:B-0W 0 o 4'-0" 3 1/2" 4'-3 1/2" 0 Mattituck, Town of S o u t hr � h/ o`■J l. d STANDING SEAM METAL ROOFING Z New York, 11952 ¢es ------T U COLLARTIESABV I `2 Li RRBTHRM OWi drawing list I TILE ES CLNG:VARIES �I L TYP._ ___ __ __ _ ___ __ PITC PITCH 2x6 STUD W PITCH PITCH _ _ _ _ A001 PROPOSED SITE PLAN = W/R-21 INSLTN. STAT DATAop W/1/2"SHEETROCK NOTES I r M I , WI I 1 0 WALLS&CLING 8F —78 1 1 1 1 81 I A002 PLUMBING RISER DIAGRAM ® TUB 1 1 I GAS RISER DIAGRAM CO WINDOW SCHEDULE `D DOOR SCHEDULE 6"HALF-ROUND GUTTER A101 FOUNDATION DEMOLITION PLAN &4"0 DOWNSPOUT ————————— ------- q q A102 FIRST FLOOR DEMOLITION PLAN O 11 O V ABV O � A11 PROPOSED FO OPLAN L--------------- ---------------U Al12 PROPOSED FIRST FLOOR PLAN t Al13 PROPOSED SECOND FLOOR PLAN Al14 PROPOSED ROOF PLAN A201 PROPOSED SOUTH-WEST ELEVATION PITCH PITCH PROPOSED NORTH-EAST ELEVATION A202 PROPOSED NORTH-WEST ELEVATION 8� 8 PROPOSED SOUTH-EAST ELEVATION A301 PROPOSED TRANSVERSE SECTION PROPOSED LONGITUDINAL SECTION A302 PROPOSED TRANSVERSE SECTION WALL DETAIL SECTION-TYPICAL E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN O 0 E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN ___________________________ El13 PROPOSED SECONDELEC/LIGHTING FLOOR PLA N S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN PROPOSED ROOF FRAMING PLAN WALL KE. A-301 . RO RO RO R✓F,c ate: 4/2 3� /�2 02 4EXISTING STUD WALL 5 1/2" 16-1" 5 1/2" � ro'ect: 685 BL NEW STUD WALL 17'-0" n by:e.d. EXISTING MASONRY WALL kd by:c.j. EXISTING FOUNDATION WALL ngo NEW PRD. CONC. FOUNDATION WALL NEW STEM PRD. CONC. FOUNDATION WALL PROP. SECOND FLOOR PLAIN OF NE _kA-113 NEW PRD. CONC. FOUNDATION WALL -113 SCALE: 1/4„ - chrl frey TO REPLACE EXISTING CMU WALL #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 _schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 co b 0 O O co OO _- Q Q E '�.� � N O Q Z U v L (0 2 1 `0@� U ono A-201 A-301 EXISTING NEW - c � z 6"HALF-ROUND GUTTER &4"0 DOWNSPOUT —'---'---- --- — W IDI Ir-.-_-T_.._._^- -_-_-- -- --------=---'I----- - - I I - - ---I I " - ----------- -------------_ 6HALF-ROUND GUTTER6"HALF-ROUND GUTTER __ -y---__-r_-_-____ - - -- 1 1 _______________ _ 6"HALF-ROUND GUTTER &4"ODOWNSPOUT r_____ _\__ --- Uw —��—IIfIII---/-/-d2U►----=UHa_Fd---- III { �- IF'x'4-D--I6tf§i6j -- 1111II1II1II1IIIII1I11IIiIIIIII1IIIIIIIIII1I1IIIIII1IiiiIiIi�IIIIIIIIIIIIIII I1111I1III1itII11III11IIiIIIIIIIIIIIIII1IIIIIIIIIIII1ItIII�IIIIIIIIIIIIIIII _ r _o_ u.. ___-... _......_._._.._._....__._...,.�_.._..__A._..__...-21 0-_-...1..,..-_...........-,,__...'__.-_._.-...',.-__._._....-...._.._._.-.i.i�Ii. ._--"{ ;•i ci �� IiII -"II1LII1l1I1IIIr1111i1�II11IiiIIIliIIII II III1II111IIiI 1I11IIIIIiI -W II Il'!j;I',';iI!lI!I!iI,�iIIIiI,!II_ a�I_ _.�lIj'!,!', _h'��I �(iI1 I;I11II1I1lII _Il!rIII'Iiii';i,, _ ._jiIIIIII _li)I!:i!,'!'ii" !I!iiii'I(ii'I -..iIIIIIIIIII�1 IIiII IIi1I!1 jII111I11�1i11I�III1IIiIIIIII!II .J...1.I1jIIII1II11aj1 IijIII 1II1I 1IIIL1 I1IIIIiIIIIIII' 1 .. . .... ., &4"0 DOWNSPOUT�$O °4" D U o AAA1-- 23221 0 0 21 O_ 3O >' } N-O F,��UON�OOOO ° O O F` ------ --- ------------- ---- -- O ---------- O----s------------ V) O¢z w OOSTANDING SEAM W Z METAL ROOFING J3 My� >- 0F 0 � WO CV OLc) M STANDING SEAM itMETAL ROOFING O az 00 Z _ (D FI PITC ROONG zw 812 OVERFRAME/REPLACE EXISTING ROOF CENTER EXISTING HOUSE o M' TBD UPON DEMOLITION (N o -- - cj Fo PITCH PITCO 02 (DO, 0 w 0 w o 04 � d r •[(TT _� 0�t , lV �_. �.�) L------------------ - -------------------------JI - ------ EL O PICAL--- --- ! I TY 02 PROVIDE NEW U FLASHING/CRICKET (VAS REQUIRE GEXISTINCHIMNEY ► - dob # OVERFRAME/REPLACE EXISTING ROOF CENTER OF EXISTING HOUSE 1 L J TBD UPON DEMOLITION i ---------i ---------------------- --- ------ EPDM ------- ROOFING STANDING SEAM -�PITC METAL ROOFING property address (D o 8 STANDING a z 685 BungalowLane, wn Oo ----------METAL ROOFING Z Matttuck, Town of Southhol d z�¢ c�o , New York, 11952 U A-302 A-302 drawing list PITCH PITCH - ----------- -'------- =-- - _ PITC PITCH I - ---------- --- 1 A001 PROPOSED SITE PLAN 2 DATA $� 8 8 �$ NOTES A002 PLUMBING RISER DIAGRAM GAS RISER DIAGRAM i WINDOW SCHEDULE 6"HALF-ROUND GUTTER 6"HALF-ROUND GUTTER 6"HALF-ROUND GUTTER 6'HALF-ROUND GUTTER DOOR SCHEDULE &4"0 DOWNSPOUT &4"0 DOWNSPOUT &4"0 DOWNSPOUT L--------------------------�-( —————— &4 0 DOWNSPOUT A101 FOUNDATION DEMOLITION PLAN O O 11 O Al02 FIRST FLOOR DEMOLITION PLAN I L-_____- -_---. -- -__-j I I L-------------- J .. _ ...-. .. _ ... _. ., ... __. _ L———————— _ ——————— L——————————————— -------- A111 PROPOSED FOUNDATION PLAN FLOORAl 12 PROPOSED FIRST PLAN Al PROPOSED SECOND FLOOR PAN A114 PROPOSED ROOF PLAN LLz A201 PROPOSED SOUTH-WEST ELEVATIONw PITCH PITCH W U U)o PROPOSED NORTH-EAST ELEVATION (Do cD o o� . 12 12 sof A202 PROPOSED NORTH-WEST ELEVATION w $ g PROPOSED SOUTH-EAST ELEVATIONEXISTING NEW ¢� �za UJ A301 PROPOSED TRANSVERSE SECTION - PROPOSED LONGITUDINAL SECTION A302 PROPOSED TRANSVERSE SECTION WALL DETAIL SECTION-TYPICAL O E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN _______________ ___________ ---_----------i I E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLA N ----------------------------- --------------------------- El13 PROPOSED SECOND ELEC/LIGHTING FLOOR PLA N S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN PROPOSED ROOF FRAMING PLAN HER ate: 4/23/�2 0J2 4 olect: 685 BL n by:e.d.=- d Uj kd by:c.j. N� n9 r PROP. ROOF PLAN 031 � o • O„ = I �r�oF ���� A-114 104 SCALE. 1/4 1 chn Frey #031547 -------------Max B_Id_n Hel ht � --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- M_ax._Bldn _Hei ht _-_____-_ revisions date -- 9-_e 46.00'+/-(46'-0") 46.00'+l-(46-0") existing situation 08-26-2021 _updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 _variance application set 05-09-2023 design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 _permit set 04-23-2024 Proo Top of Roof_— — 12 12 ------- 37,50'+�-(37'6"j 8F -------- �8 �� oo co 2 1 Ca � > 0 �6 A-2!02 A-301 1 Q- "' Q Q ' 00, °' 0 Q A-202 '�' o N 0 Q FM O O � r� EXISTING NEW ® ® Pro .To of Wall a sZ a 00 ------- 29.65'+/-(29'-7 7/8"+l-) -- a) >-0 U 1 c� PROVIDE NEW I I I r 1 I z r) FLASHING/CRICKET EPDM ROOFING @ CENTER 1 1 00 $ I 1 I TYPICAL EXTERIOR FINISH NOTE AS REQUIRED OF EXISTING ROOF EXISTING CHIMNEY I I � � NATURAL ALASKAN WHITE CEDAR SHAKE SIDING, I I �� �� I I 6"TO THE WEATHER,WEAVE CORNERS 12 12 T` 12 12 I I I ON HYDROGAP BREATHABLE HOUSE WRAP pp _ Ex.To of Roof $� T 1 �$ O O I I I I I I 5/4x TRIM PAINTED,COLOR TBD --------- 24.54'+( (244 6112'+/ ------- I I 1 I I 00 w I 1 I O . I Z _I I j ch J I 70 RED CEDAR SCREEN STANDING SEAM STANDING SEAM I 1 i' �� AND PRIVACY WALL O METAL ROOFING METAL ROOFING I __—_—_— Proo 2nd FI Subflr_ — —_— _ w � O 1 56' 21' " I O Ex.To of Wall -- ------------_p r- --- -- - -- - ---------- -� --- --- r- --- --- --- --- --- --- r- ------ �- --- - -- --- --- - --- - -, ------- - - ------------- -- Proo T_p of Wall 0 0 20.27'+/-(20'-3114"+1- ------- N O I I O O i 6"GALVANIZED I \ ( I I O I I I / I \ rM I HAL-F-ROUND GUTTER \ / B � / \ I > o � O &4"DOWNSPOUT \ I I / \ / / \ / \ / - w O O\ I I = I I 1 /O O o I\ O I l i I o`pi (\I M I EGRESS w 1 F\GRESS I TYPICAL EXTERIOR FINISH NOTE _ / I I = I I \ / \I ( / ( \ I I 00 m / \ O Z O 1 NATURAL ALASKAN WHITE CEDAR SHAKE SIDING, 00 � 6"TO THE WEATHER,,WEAVE CORNERS I � / I I � ON HYDROGAP BREATHAIBLE HOUSE WRAP ( i 5/4x TRIM PAIINTED,COLOR TBD I I I I /O\ /O\ I I I Q K T\\ / // K T\\ / \ / i \ I Prop. St Fl sut)flr, C U I I I I \ r OIL 12.41'+1-(+12'-5"+/-) -----1 Z � �— —_— —FLop._ st FI Subflr. L_ - -�- I +12A1'+/_ +12'-5"+J- _ ( ) ---- - - - -- - - - --- - ----------- I I 1 ==_� To of Foundation L_ _ � U Average Elev_.of Nat.Grade r ON \N1 -(12'-2 3/4"+l-) _ A_verq e Elev.of Nat. i \01, \ \ ---- 11.00+/ 1-0Uj I L — ___— Ex._ of Wall _� I I I I I , L_ Grade a Enter----- 11.69'+/-(11'-8 3/8'+/-) I i Grade/ (12'0"+/)-------J � [ --- -- — -- I i i i i i i i 00.50'+/+/-(10' IFj -----------------------------� ---------------------------------------------� I I ------------ -------------------- I I -- -- — — — — I I-------- ----- ----- ----------------- -- -------- --- -------------------- -------------------- --------------------------------------------------------: ' `l � L__J LJ � i i t � L_—J Pro Bottom of Foundation 1 1 1 - I I Ex.Touof Slab I I -_----_ _ __ I O O ---------------- ------------ ------- ----------- -------- --- 5.01'+/-(5'01/8"+/-) — A-301 L__J SOUTH-WEST ELEVATION -201 SCALE: 1/4" = 1' �} _a_x,_ I_ng._Height--------- ----------------------------------- -- Heigh ---------- - ------------------------------------------------------------------------------------------------------------ dob # 37.50'+/-(37'-6") 12 12 property address 8� �8 685 Bungalow Lane, Mattituck, Town of Southhold New York, 11952 1. TYPICAL EXTERIOR FINISH NOTE / �� �� 1 2 NATURAL ALASKAN WHITE CEDAR SHAKE SIDING, i A-202 A-2O2 6"TO THE WEATHER,WEAVE CORNERS A-301 ON HYDROGAP BREATHABLE HOUSE WRAP 5/4x TRIM PAINTED,COLOR TBD drawing list �i _ ___ Pro .To of Wall 6"GALVANIZED A001 PROPOSED SITE PLAN �-�--------------- HALF-ROUND GUTTER NEW EXISTING STAT DATA 29.65'+l-(29'-7 7/8"+/-) &4"DOWNSPOUT I - I _ NOTES 50 A002 PLUMBING RISER DIAGRAM GAS RISER DIAGRAM \ BID / EXISTING CHIMNEY EPDM ROOFING CENTER OF EXISTING ROOF WINDOW SCHEDULE 00 DOOR SCHEDULE o OV OI / O \OH OV 12 12 —-- 12 12 A101 FOUNDATION DEMOLITION PLAN EGRE EGRESS EGRESS EX.TO Of Roof w O O OA $� $ 8 �$ A102 FIRST FLOOR DEMOLITION PLAN _ / \ 00 / \ I -- �-- A111 PROPOSED FOUNDATION PLAN RED CEDAR BALCONY RAILINGS ' / \ '' W/STAINLESS STEEL CABLES 24.54'+/ (24'6112"+l-) A112 PROPOSED FIRST FLOOR PLAN Al13 PROPOSED SECOND FLOOR PLAN OT OT Al14 PROPOSED ROOF PLAN Prop.2nd_FI Subflr_ — —_—_—__ STANDING SEAM ® \ STANDING SEAM ® A201 PROPOSED SOUTH-WEST ELEVATION 21.56'+%-(21'-6 314"+/-) METAL ROOFING METAL ROOFING Proo TOp Of WeII — RED CEDAR SCREEN I — --- --- -- — --- — -- a PROPOSED NORTH-EAST ELEVATION -' '--- ---------- AND PRIVACY WALL 20.51+l-(20'-6118"+l-) 1 — --- ----- — -- — -- --- -- — — — — — — -- -- — — — I r— — --- —, — — F— ------ — -- — -- —_— —� -----------0.27 x_(QQQf Wall — — _ A202 PROPOSED NORTH-WEST ELEVATION 2 '+/- 20'3114'+/ PROPOSED SOUTH-EAST ELEVATION 6"GALVANIZED I I I 1 I HALF-ROUND GUTTER A301 PROPOSED TRANSVERSE SECTION PROPOSED LONGITUDINAL SECTION 2x RED CEDAR SCREEN OPENINGS AND � I I �::' �:�:�:�i�:i:' 1 / \ 1 / \ / \ \ I I T P W/ EM VABLE SCREEN PANEL SOS R O S S Y x - A 2 O 30 PROPOSED TR ANSVERSE SECTION �. I 00 SCION I d' O I 2 1 TYP CAL EXTERI R FI I x x I O N SH NOTE T WALL T L DETAIL SECTION- r 6 M U 0TYPICAL a 3 I N J 0 1 0 0 _ O O NATURAL ALASKAN I D`'� S WHITE CEDAR SHAKE SIDING,w S E O Q Q Q = \ / GR S E S EGRES`E \w S' O 6"T THE T w w 0 E WEATHER,WEAVE N I GRESS COR ERS -__ �\2 / � S \ 2 / E111 PROPOSED 0 OSED BASEMENT 00 S ELECILIGHTIN P\ G LAN ON HYDROGAP BR EATHABLE REATHABLE HOUSE AP I I - OUS WRAP i \ / 1 E 12 PROPOSED ti 0 OSED FIRST FLOOR L 5/4xT TRIM L00 E ECILI HTIN PLAN R PAINTED G G N I O O I O � COLOR TBD � I I 1 E 13 PROPOSED SECOND ELE /LI 1\ / C GHT NG FLOOR N ICD O ' :: ;; '. ii: ;;: .., ;:; :;.:. r 0 PLAN �_---- ---- I SCREEN': BCf2EEP1 5CR�Ef�;; :iSCbtEEN;, SCI2EEtJ SCREEN': I Co' } Prop. 1st FI Subflr. 7_ I - I OT T OT T / I I S101 STRUCTURAL DETAILS / r- +12.41'+/-(+12'-5"+/-) 1 WATERPROOF/PARGE S102 STRUCTURAL DETAILS _J L---- 1 1 1 FOUNDATION 1st(FI Subflr. �__ pofFoarrdatlon-----r—=_=_ r-v�__ �_ - - -- - -- -- --- --- - -- - 4- To - -- - -- - - --- - - - -- --- --- --- - - -- - - - -- ---- -- - ----- ---_=_ —==-s+12.41'+l- +12'-5"+l-)�----- -- S112 PROPOSED SECOND OFLOOR FRAMING PLAN I A S111 PROPOSED FIRST —I 12.22'+/-(12-2 3/4"+1--) — _ S113 PROPOSED ATTIC FRAMING PLAN A__ _geElev_.o.....t Nat. _________ ______ _____ _ ��_____________________ I I _-_INFILLEXISTING ----__-_____ __ - --__ Avera eElev of Nat Grade PROPOSED ROOF FRAMING PLAN --- -------------------------------- +- -- ------------- ----------------- -+I-------------------- -------- ��1 ---- ---- ----+- ------ ------- g---=---=-- '11.00'+l- 11'0+l- ------ — ;., Ex --'---- --.L ------ - I I IS d BASEMENT WINDOW (11'-0"+l-) ---� L- Grade En_try-------- 12.00'+/ 12'-0"+l- , I I EX.TO of Wall (—_ Grade (_ _) I I --------.Top J 50'+l-(10'6"+l)— --- i I CONCLWA L S OOTING/&T EGL_—Top of Ret Wa Isja Ram) — 't P,HER j y� I I I _ ___ ______ __ I \ I 1 INTO EXISTING FOUNDATION. 10,66'+l_(10-_8"�/ �� �c��� FF�� �� date. 685 BIL024 Pro .Bottom of Foundation r -J rolect: 685 BL 7.00+/-(7-0+/-) n by:e.d. A-301 L-- --------------------------------------------------------------------------------------L--J----------------L--J--�--J ------------5.01'+/T(OQ1/8"la � ------- (f1� ng 2 NORTH-EAST ELEVATION �rFOo31N A-2 1 A-201 SCALE: 1/4" = 1' chrl �� trey O #031547 Max. Bldn .Hei ht _____________ revisions date ---------------------------------------------------------------------------------------------------------------------------- ---g- -- ------------------------------------------------- 46.00'+/-(46'-0") existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 1 2 2 _design development stage 06-23-2022 - TQS building permit submission 08-30-2022 A-302 AI-302 A-301 variance application set 05-09-2023 design development stage 11-09-2023 J12-15-2023 d design sevtelopment stage biddin01 12-2023 a } permit set 04-23-2024 F- Proo Top of Roof — - ------- 37.50'+l-(37'-6") -------- STANDING SEAM METAL = - — SEAM METAL vj STANDING c � ROOFING --- -- - - _ _ _ _ __ - ROOFING O O C - — --- Ham - - - -- to O • O -O N � � 6"GALVANIZED _ Pr0 To _of Wall V U -c HALF-ROUND GUTTER ------ ---p------------ -- &4"DOWNSPOUT 29.65'+/-(29'-7 7/8"+/_) _ 0) >. O U O - --- --- --- --- - kk -- --- --- --- --- --- --- --- I I // TYPICAL EXTERIOR FINISH NOTE NATURAL ALASKAN WHITE CEDAR SHAKE SIDING, OQ 1\ /O\ I 6"TO THE WEATHER,WEAVE CORNERS ON HYDROGAP BREATHABLE HOUSE WRAP 00 5/4x TRIM PAINTED,COLOR TBD W w I \EGRESS I 2 x = \ 00 W STANDING SEAM I \ O I METAL ROOFING I � � I � RED CEDAR BALCONY RAILINGS U T W/STAINLESS STEEL CABLES I 1 Ii --- --- --- ------------------ --- I L- --- --- --- --- --- - - --- --- --- --- I I Pr .2nd FI Subflr. 0 O -- ------ --- --- --------------- c 0 ) 0 6"GALVANIZED HALF-ROUND GUTTER ------- Pu Tgp-2.fBa ll-— O 0- -------------- I II I I I I I N &4"DOWNSPOUT RED CEDAR SCREEN o1'+-(2Q- "+/-) � O AT OUTDR.SHOWER � OW � OO C /'�� J M T LL TYPICAL EXTERIOR FINISH NOTE / \ O I O 1 CEDAR SHAKE SIDING, I I L KAN WM WHITE CE NATURAL ALASI I I / \ \ 2x RED CEDAR SCREEN OPENINGS AND O O 6"TO THE WEATH ER,WEAVE COR NERS T P W/R M VABLE SCREEN PANEL O / P \ JU2 3 SOS E O SCR S W O WRAP N HOUSE _ � 00 ON HYDROGAP BREATHABLERED CEDAR SCREEN 4 I l N I / \R TBD 5/4x TRIM PAINTED COLO AND. iI mO ZPOR ELAIN TILE LAD PATII IN WALLIC C 0T NE RETA N G .� S O ':::COI SOF2EEN SCF2EEN S'Ci2EEN SCREEN,. �Ci2EEN 5Cl2EEN' I// , r Prop. 1st FI Subflr__—_—_ D -- -- -- ---------------------- --- ----- / I -------_--t To of Foundation IN ----� 12.22'+/-(12'-2 3/4"+/-) I ' Average Elev.of Nat.Grade________ L_ Grade a En-tt -------� ---- Q 77 Grade (12'-0"+ )------ I I I I I I 10.50'+/-(10'-6"+l-) J r' �j------------------- ------------ -----r3ir `r rJ � r1 `, L__J Q L__J L__J L__J _—_— Proo Bottom of Foundation U -- 7.00'+l-(7'-0"+/-) ■['► ) a m p 1 2 2 SOUTH-WEST ELEVATION -•1— A-302 A-302 A-301 202 SCALE: 1/4" = 1' 1 _____________Max.Bldng.Height o_ -- _ ------------------------------------------------------------------------------------------------------------------------------------------------ dob # 46.00'+/-(46-0r) U A-301 �- -- property address ---- -- - - - ------- --- — 685 Bungalow Lane, Mattituck, Town of Southhold New York, 11952 22 1 A-e201 A-201 drawing list A001 PROPOSED SITE PLAN TAT DATA O A002 PLUMBING RISER DIAGRAM M --- --- --- --- --- --- -- -- I WINDOW SCHEDULE = DOOR SCHEDULE R I \ o0 T ,,- - j ao // \\ // \\ (I I I A101 FOUNDATION DEMOLITION PLAN -' ( I I I I A102 FIRST FLOOR DEMOLITION PLAN I EGRE T_ L. .'.. ,S-ter--+ ,.J_�—r. _ —_— — — —- Ex.Too of Roof / I — II A111 PROPOSED FOUNDATION PLAN 24.54'+l-(24'-6 112"+l-) -- I I Al12 PROPOSED FIRST FLOOR PLAN Al13 PROPOSED SECOND FLOOR PLAN —__-- -.— j A114 PROPOSED ROOF PLAN STANDING SEAM i METAL ROOFING j A201 PROPOSED SOUTH-WEST ELEVATION r -= - --- -'- --- --- --- --- -- I PROPOSED NORTH-EAST ELEVATION 6"GALVANIZEp i EX.TOp of(Nall — — — _ HALF-ROUND GUTTER- _ _ __ __ ___ _ - A202 -- -—-—-—------- &4"DOWNSPOUT r--- ------ --- --- --- --- -'- - , 1 R _ PROPOSED SOUTH-EAST ELEVATION PROPOSEDNORTH-WEST 20.27'+l-(20'-3114"+/-) -1----�1 \ I I I I I I I J _ Z �i li A301 PROPOSED TRANSVERSE SECTION TYPICAL EXTERIOR FINISH NOTE \ r r 11' NATURAL ALASKAN WHITE CEDAR SHAKE SIDING, \ \ / \ PROPOSED LONGITUDINAL SECTION \ 1 J_ __� -�--t-a, I I 6"TO THE WEATHER,WEAVE CORNERS \\ \ \ P \ I', A302 PROPOSED TRANSVERSE SECTION ON HYDROGAP BREATHABLE HOUSE WRAP O O I I I I O = I O = I \ =o I WALL DETAIL SECTION-TYPICAL 5/4x TRIM PAINTED,COLOR TBD EGRE 5 0 Ti \ I w / ug I I E/�� u� I _= i E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN I' E112 PROPOSED FIRST FLOOR ELECILIGHTING PLAN DEMOLISH/REPLACE EXISTING - 1�t RAMP WALLS WITH NEW PRD. I 00 I I I I 00 I °� I _ L T- Ii I E113 PROPOSED SECOND ELECILIGHTING FLOOR PLAN CONC.WALLS/FOOTING&TIE (p INTO EXISTING FOUNDATION. I I I I I I I I I I) - ��J- I i ____-� __.-^___- S101 STRUCTURAL DETAILS TTT ------ —Pro, 1stFI Subflr. ------- - -- - -- - -- - -- --- - --- - - -- - - - - -- - -- -- - -- - - - ---- -- - -- - - -- -- -------- ---- -- ------- 71nr:'; 1> I I I I ��, 102 STRUCTURAL DETAILS — _ S111 PROPOSED FIRST FLOOR FRAMING PLAN +12. ._L+ (+12Lub l r- z� _ L_ __J L_ __ ___ _-_J L _ _ i I �' S112 PROPOSED SECOND FLOOR FRAMING PLAN _ _ _____ V111111711111711111z _�_ Avj--_er�lge Elev. Nat_Grade _ ---------- - -- ---------------------- PROPOSED FRAMING PLAN -' -- --------------------- --------------------------- ------ Ex 11.00'+l-(11'-0"+/ I - 1---- -___-__ PROPOSEDROOFFRAMINGPLAN Ex_Top of Wall _� _Top of Ret_Walls�a Ram*J 11.69'+/-(1 T-8 3/8"+/-) 10.66'+l-(10'-8"+l�j. . -----------------------------------------T� i ' \c�'�� DER✓F��� >� date: 4/23/2024 t o ec . 685 BL L--� n by:e.d. --W-mm- _Ex.Tor) Slab i I I I N� 9 --------- --5.01'+/-(5'-0118"+l) ------- I-1---------------------------- =----� ---------------------------------------------------- - Ll L-----------------------------------L--J -- � 2 2 NORTH-WEST ELEVATION 031��A-301 _ � 9�F OF t�1E � '202 A-202 SCALE. 1/4�� - 1 chrl fret' /� #031547 __ Max Bldn Hel he revisions date 46.00'+/-(4B'-0^) existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 1 design development stage 06-23-2022 TOS building permit submission 08-30-2022 A-302 variance application set 05-09-2023 design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 revised permit set 06-17-2024 1 I I i O 0 0 co I I I I Nr o0 a� 2 2 " �2 Q A-20ll I A301 STANDING SEAM Q " Q STANDING SEAM 0 METAL ROOFING METAL ROOFING E D_ N _ 4t — I 0 I I I I O L I I 0 U L f o I I I I c U O r- I c) \ 6" 1 6" I I 1 I C H Z \ _ + I / --- --- --- -- -- --- --- --- Q •I\ Q 1\ \ = EGREqS N W 00 1 I Ex.Top of Roof / _ "' m- i I _ I I LI.. 24.54'+/-(24'6112"+l) ------- // I } STANDING SEAM I U I I � � METAL ROOFING 1 OT II I _II 11 I 1I 1 1 j l I w O O -- --Tx'r0-RAFTERS------ J 1 I L----------------- -- --- -J @16"OC I I 5 1/2"x o .9112"APB BEAMS Pr To _of Wall_ Q O ------------W/R_38 INSULATION ---- I I 1 -� --- ----------- - --� I I r---------------- --- -- - +21.10'+/ (21'1 114°+I) O o -- ----------Prop_ToQof Wall ------- I I I 1 - (D (� O I I 1 D p 619.72'+-(19'-8 314"+ cj2x10 RAFTERS �( mid j I @16"OC NEW 31/2"x 9 1/2"APB / \ I I TYPICAL EXTERIOR FINISH NOTE LL > > 1 _ W/R-381NSLTN. I / \ NATURAL YELLOW CEDAR SHAKE SIDING, - > O O I 1 ! I I 6"TO THE WEATHER,WEAVE CORNERS 1 1 1 O O ! > I 1 = I I W/Hx NATURAL BREATHABLE HOUSE WRAP L•1J (�j O W� p -NEW 4x4 POST BHND. / \ _❑ W/5/4x NATURAL YELLOW CEDAR TRIM 7 CO F I I I / \ _w 1 I ap L � CV M' PATIO rMi F_ o a SITTING i i FOYER °O ! OR I I = 1 DRIVEWAY 00 — .� ' ' W ROOM 1 1 I 2 x 6 STUD WALL TYP. I coD >- 1� 1 = 1 1 W/R-21 INSULATION CV LO O 1 0 1 3/4"T&G WOOD FLOOR ON `- 1 00 Z li I 1 STAIR TO 13/4"PLYWOOD SUBFLOOR TO SCREEN RM I �p I POCKET DOOR I i 2ND FLOOR j 4"PRD.CONC.HAUNCHED I �$ I I SLAB W/STONE CLADDING COUR I Proms_1st FI Subflr_ — —_—_— — D roo_ Pry. 1st FI Subflr. __ �_s;: +12t0'+l 2'1 114°+/- +j1.50'+l +11'�"+/ —_—_ _-1 +12.41'+1 (+12'5"+/) s ------ / -- -------- - - -__-_-------------------- - - - Pro Grade gmmmm ----� Avera a Elev._of N_at._Grade I----- 1 r �: wry ,.,, �,z.��., -�------------------ s MINN IN LU -g -- --------------------------- -�-- ---- i --- ---- -- -1------------------------------- - --- ----- - ----------- ---- -- � \ f :" t �., §.^ �L I it L_- -__ Ex: of Wall _� I I R-10 BRD.INSULATION NEW 51/2"x 9 1/2"APB M W 1 , . \\W�30 INSLT 16 O.C. \ Q 11.69'+l-(I T-8 3/8"+/-) I I 8x8 PRD.CONC.PIER f° CRAWL SPACE k \R-10 BRD`INSULATION„ 1 10"PRD CONC.FIND.WALL REEMENNEWEEM, ,.•� -.: ... ..�. .... .. ,.. ... :-,•:w., a . ....,. •. . .. .. .. PRO CONC.FND.WALL •4 �\10 \\\\\\\ WEN \\ ... \\\ �\PV PCONC.SLAB ON VAPOR BARRIER �'. �e ON COMPACTED FILL 0'a'! IF�"'+, Ex_ToaofSlab —_—__ SEE 2/,A`*-111 5.01'+l-(5'-01/8"+/-) -- 2 1 TRANSVERSE SECTION. A-301 A-302 1 • ....� --------------Max_Bldng.Height ---------------------------------------------------- ----------------------------------------------------------------------------------------- Max.Bldng.Height---------------- ----------------------------------------------- ------------------------------------------------------------------------------- ---- 46.00'+/-(46'-0") 46.00'+l-(46'-0") dob # 1 A-301 SEE 2/A-332 TLop of Roof- - -_-_-__ -- 37.50'+/-(37-6") property address STANDING SEAM METAL ROOFING 685 Bungalow Lane, 2-2x12 RIDGE BOARD \ ON BREATHABLE VAPOR BARRIER r ON 5/8"WOOD PLY Maffifuck, Town of Southhold 2 x 10 RAFTERS @ 16 O.C. New York, 11952 W/R-38 INSULATION 12 12 A-2O7 STANDING SEAM METAL ROOFING $F— COLLAR TIES �8 2 x 10 RAFTERS @ 16 O.C. A-202 ON BREATHABLE VAPOR BARRIER — ON 5/8"WOOD PLY ® W/R-38 INSULATION 2x12 RAFTERS @16O.C. - -. drawing list TPRD.2"PLF W/R-38 INSULATION -' �" 2x6 COLLAR TIES @ 32"O.C. 1 O 4' I OO i, A001 PROPOSED SITE PLAN EXISTING INEW 1.-_ :. ,;: P Pro To of Wall STAT DATA -.,_. -------� 29.65__(2._of Wall--------- -- NOTES �__ _ r _ _ ) 0 2 x 6 STUD WALL TYP. A002 PLUMBING RISER DIAGRAM \ ----- W/R-21 INSULATION GAS RISER DIAGRAM NEW EPDM ROOFING WINDOW SCHEDULE co ON EXISTING ROOF STRUCTURE \\\ /// ai DOOR SCHEDULE 1/2"SHEETROCK VO OH O8 OI O A101 FOUNDATION DEMOLITION PLAN Oq Oq Al02 FIRST FLOOR DEMOLITION PLAN Ex To of Roof 1/2"PLYWOOD SHEATHING ------- -ii_-'_ -_--- EGR SS EGRESS G ESS WMYDROGAPBREATHABLE ' �ass_dv�ded - ------ r rl EXISTING ROOF STRUCTURE _- _ _ _ r$ --------------_--L--_ ______ si &. HOUSE WRAP `e=__________ PRMRY o0 -------_--- ;, A111 PROPOSED FOUNDATION PLAN 24.54'+/-(24�-6 ll2"+/-) -----_____rt----------- A j,,----___-_- �,t" NATURAL YELLOW CEDAR SHAKE SIDING,6" Al 12 PROPOSED FIRST FLOOR PLAN STANDING SEAM METAL ROOFING I I UPON DEMOLITION I I ------------------------------------------ M ` TO THE WEATHER,WEAVE CORNERS A113 PROPOSED SECOND FLOOR PLAN EXISTING I I I I I I EXISTING -------- ® TO ON HYDROGAP BREATHABLE HOUSE WRAP I I TO BE DETERMINED A114 PROPOSED ROOF PLAN ---------------------------------- 3/4"T&G WOOD FLOOR ON ATTIC I I I I I I ATTIC ------------------- --------------- x rr� .Znd 3/4"PLYWOOD SUBFLOOR _—_--- Pf0 FI Subflf. A201 PROPOSED SOUTH-WEST ELEVATION 21.56'+/-(21'-6 314"+(-) PROPOSED NORTH-EAST ELEVATION Ex_Toa Proo Tqp ofW all_—_— of Wall ------ � ------- ----- -- A202 PROPOSED NORTH-WEST ELEVATION 20.2T+1-(20'-3114"+I-) -- - ------- 'X� PROPOSED SOUTH-EAST ELEVATION EXISTING CEILING JOISTS -- RUN FLOORING UP STAIR u a 11 7/8"-360 TJI @ 16 O.C. W/R-30INSULATION - li X �-' f1 m "°` '-�' /r -e i' TREADS AND RISERS CONT. W/R-30INSLTN. A301 PROPOSED TRANSVERSE SECTION NEW 3 1/2'x s 1/2"APB• I' I / \ - Ida" PROPOSED LONGITUDINAL SECTION EXISTING STUD WALLS // \\ 2 x 6 STUD WALL TYP. / NEW 4x4 POST / I Y HVAC DUCT A302 PROPOSED TRANSVERSE SECTION W/R-15 INSULATION + + / \ / + I O / y W/R-21 INSULATION 00, WALL DETAIL SECTION-TYPICAL v 1 Oi / I \ OO T UO O /. r r 1/2"SHEETROCK M b \ / it M E(GRESS i EGRESS" SAUNA a SAUNA FINISHES BY OTHERS `� E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN r; BATHRM 1 BEDRM 1 �, \ LIVING RM / i - I CHI I SITTING RM ) OD __- 00 \ / ^ 1, E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN NATURAL YELLOW CEDAR 3/4"T&G WOOD FLOOR ON E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN I � WE THER, E BREATHABLE I - NEW 3-2x B BE - - -�_ SHAKE SIDING,6"TO THE -- -- _ _ - -----` --- 3/4"PLYWOOD SUBFLOOR S101 STRUCTURAL DETAILS WEATHER,WEAVE CORNERS I __�_�-_--__.-_.__._-�---,r—��_. �1�--' - � ALIGN TOP OF NEW ' T�O i i - i •TO Y+ � Prop. 1st FI Subflr__—_—_ s1o2 STRUCTURAL DETAILS AM SUBFLOOR W/I.OP OF 3 � 9 1/2"-230 TJI @ 16 O.C. �"" HOUSE WRAP �, , +12.41'+l-(+12'-5"+l-) , S111 PROPOSED FIRST FLOOR FRAMING PLAN -- -- EXTNG.FINISHED FL. 1_ - -- _.-_ __ W/R-30 INSLTN. _ TO of Foundation Prop. 1st FI Subflr. - ---_J L-_- -- S112 PROPOSED SECOND FLOOR FRAMING PLAN +12.41'+/-(+12'-5"+/-) ------- —----L o-----------J— ---- S113 PROPOSED ATTIC FRAMING PLAN ---- --- ----- — ---- _ - ti ::: - - ----- -- - ---- - - ' -1 12.22'+( (12'2 3l4"+l I-r- WATERPROOFIPARGE ) Averaa Ele_.of Nat.Grade I EXISTING FOUNDATION Y___- ,� �- -+ Avera a Elev.of Nat.Grade PROPOSED ROOF FRAMING PLAN -- ------- 1----g ---------- --'--------------------- ------- -- r------ ----------------- - INFILLEXISTING----- - �- ---- - - -- - - -- - ------ - -- --t------------------------------------------` ---------- - -------2 ACRTOA-0I�TE-------- - g ----------- ----- ------------------ ---- + BASEMENT WINDOW 1 c — _ \\ _\L r? 1 11.00'+1- 11'-0"+/) :..� 1 / \ ii M L_ Grade a Ent" --------J (- L-------Ex_T�of Wall _� I w I € •u \ 12.00'+l+l t2'o"+l ' \ EXISTING (0 ( ) 11.69'+/-(11'-8 3/8"+/-) ;'. ; + 2x8 JOISTS EXTNG. BASEMENT - z CRAWL SPACE ; �. R-10 BRD.INSULATION - Grade E/ Z `� ' I \\\\\\\\\\\\\\\\\\\\\\\\\\\\ z - ----- +_ ^+_ 1000"\ 10.50 110-6 I ti 4"0 TUBE STL CLMN F- � I ��:= DER �— 7 , \00 M \G> y�Op. ✓F,c date: 6/17/2024 :. : ! EXISTING ON STEEL PLATE 00- C e, i 00 - X r :,....,,- ..,: r :` 8"PRD CONC.FND.WALL Q r F� ro ect. 685 BL COLUMN ON 24"x 24"x 8"D w \ ______ _ Prot). of Foundation EXISTING FOUNDATION WALL i (0 �\ / PRD. CONC.FOOTING f' ::`f' ---------_ - V EXISTING R-14 FOAM INSULATION i "' 2"PRD CONC.SLAB 7.00'+1-(7'-0"+/-) n by e.d. PRD.CONC.SLAB EXISTING COLUMN @EXTNG.FNDTN.WALL ' ON VAPOR BARRIER ' @ EX NG FNDTNI.AWALL \ NE ON COMPACTED FILL kd by:C,j. Ex_Touof Slab -_-_-__ I � \ — P+ ti a1 —_-- . .. _ n .:•....- .. ....•... :.. • ,. ,. .. 1. • n # N 5.01'+l-(5'-0118" 031541 LONGITUDINAL SECTION \ A-301 'NEENE" � ,;,,E� A-301 A-301 SCALE: 1/4" = 1' oF chrl frey #031547 revisions date _existing situation 08-26-2021 updated site plan(topography) 10-29-2021 STANDING SEAM METAL ROOFING schematic design stage 12-10-2021 COLOR TBD schematic design stage 12-13-2021 design development stage 02-10-2022 CONTINUOUS WATERPROOF MEMBRANE design development stage 02-16-2022 5/8"WD.PLY SHEATHING DEC submission 02-23-2022 design development stage 06-23-2022 1x10 BLOCKING TOS building permit submission 08-30-2022 variance application set 05-09-2023 CONTINUOUS METAL FLASHING&DRIP EDGE P stage design development e 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 2 x•10 RAFTERS @16 Q.C. permit set 04-23-2024 W/R-38 INSLTN. 1/2"SHEETROCK 6"HALF ROUND GUTTER H2.5 CLIP TYPICAL AT EACH RAFTER - TO Wall E E� w Elev:+29.65'+/-(+29'-7 7/8.4) U 5/4x6 BORAL FASCIA 0 2-2x6 TOP PLATE 5/4x4 BORAL TRIM&SOFFIT Q^ < E m N IL - `0 v N ! 2x2 ACQ BLOCKING C �' NATURAL CEDAR SIDING (7 0 Q O Z HEADER AS NOTED 6"TO THE WEATHER _ t�'i� 0 • ^ M 'I x INT.TRIM PAINTED 5/4x4 PAINTED BORAL TRIM � � U _ 0@1 U °D © 0 ro c z cW 'I x INT.TRIM PAINTED MARVIN ELEVATE WINDOW v AS PER WINDOW SCHEDULE W 0 O 5/4x4 PAINTED BORAL TRIM Q � O Cn CONTINUOUS O01 BREATHABLE HOUSE WRAP V)Uj C O 1/2"PLYWOOD SHEATHING O o � � _o 0 o w a N O C cyj (0000) z ap ^ O O 00 Z O NO �[ _5 2x6 STUD WALL TYP. T W/R-21INSULATION <f- I x INT.TRIM PAINTED STANDING SEAM METAL ROOFING L COLOR TBD 34"T&G WOOD FLOOR CONTINUOUS WATERPROOF MEMBRANE 000 3/4"PLYWD.SUBFLOOR 5/8"WD.PLY SHEATHING I0 2ND FLOOR \ — 1x10BLOCKING mk 2ntl floor Subfloor _ Elev:+21.56'+/-(+21'-6 3/4"+l-) D. CONTINUOUS METAL FLASHING / \ \ &DRIP EDGE ��r/j 6"HALF ROUND GUTTER 4_ TO Wall Elev:+20.51'+/-(+20'-61/8"+/-) • �.■ 11 7/8"360 TJIs @ 16"O.C.W/R-30 INSULTN 5/4x6 BORAL FASCIA 1/2"SHEETROCK 5/4x4 BORAL TRIM&SOFFIT _. *Max. Bldny_Heigllt__---_-,_-__ ---- --------------------------------------------------------------------------- 46.00'+/-(46'-0") -------------------------------------------------------------------------------- 2-2x6 TOP PLATE 2x2 ACQ BLOCKING / 2x6 STUD WALL TYP. NATURAL CEDAR SIDING ��11rrr//JJ W/R-21 INSULATION 6"TO THE WEATHER b0 1/2"SHEETROCK CONTINUOUS BREATHABLE HOUSE WRAP 00 dob # 1/2"PLYWOOD SHEATHING ProQ TT�of Roof ------- 7.50'+/-(37-6") 12 12 property address $� �$ 685 Bungalow Lane, 2x6 STUD WALL TYP. W/R 21 INSULATION2x12 RIDGE BOARD Mattituck, Town of Southhold STANDING SEAM METAL ROOFING New York, 11952 1 x INT.TRIM PAINTED ON BREATHABLE VAPOR BARRIER 1 ON 5/8"WOOD PLY 34"T&G WOOD FLOOR - - A-2O2 ® COLLAR TIES 3/4"PLYWD.SUBFLOOR — 2 x 10 RAFTERS @ 16 O.C. drawing list W/R-38 INSULATION 1 ST FLOOR 2x6 COLLAR TIES @ 32"O.C. ----- __ 1 st floor Subfloor A001 PROPOSED SITE PLAN Elev:+12.41'+l-(+( 12'-55"+i-) __—+29.65- roms Top of Wall —_—_— O O O STAT DATA T.O. Foundation +/ (29'-77/8_ NOTES al Elev:+12.22'+l-(+12'-2 3/4"+/-) A002 PLUMBING RISER DIAGRAM GAS RISER DIAGRAM ' 4 2 x 6 STUD WALL TYP. _ B 0.Joists_ _ _ _ _ _ W/R-21 INSULATION 9 WINDOW ♦is DOOR SCHEDULE LE 7-7 A IA , Elev:+11.56'+/-(+1 T-6 3/4"+/) r- • aL-�J r- A101 FOUNDATION DEMOLITION PLAN 9 1/2"230 TJis @ 16"O.C. °•• •.; `� PRMRY BATHRM A102 FIRST FLOOR DEMOLITION PLAN W/R-30 INSULTN �' ° 00 1/2"PLYWOOD SHEATHING 2 x 6 STUD WALL TYP. W/HYDROGAP BREATHABLE A111 PROPOSED FOUNDATION PLAN ANCHOR BOLTS @ 32"O.C. ,' ; HOUSE WRAP W/R-21 INSULATION Al 12 PROPOSED FIRST FLOOR PLAN A113 PROPOSED SECOND FLOOR PLAN 2x6 ACQ TOP PLATE ♦°. NATURAL ALASKAN WHITE CEDAR 12 12 . . ° Grade SHAKE SIDING,6"TO THE G 1/2"SHEETROCK Al14 PROPOSED ROOF PLAN I WEATHER,WEAVE CORNERS $� �$ -- ---------------- ..• � Elev:Varies TILE TBD ON 8"PRD.CONC.WALL :.• I _ Pr0 .2nd FI Subflr. STANDING SEAM METAL ROOFING - 3/4"PLYWOOD SUBFLOOR A201 PROPOSED SOUTH-WEST ELEVATION W/5/8"0 x 16"1 GLV.STEEL '• ' • I ---- -�------------------ ° 21.56'+/-(21'-6 3l4"+/-) ON BREATHABLE VAPOR BARRIER -- - PROPOSED NORTH-EAST ELEVATION ANCHOR BOLTS °I Pro TO of Wall ON 5/8"WOOD PLY @ 32"O.C.TYP. .� �. ; I- -- --- �---p--------------- �<, A202 PROPOSED NORTH-WEST ELEVATION ON 8"h x 16"w FOOTING 20.51'+/-(20'-6 1/8"+/-) _ ___ 11 7/8"-360 TJI @ 16 O.C. < I \� W/R-30 INSLTN. PROPOSED SOUTH-EAST ELEVATION CONTINUOUS BITUMINOUS WATER ° - ; I_ PROOFING A301 PROPOSED TRANSVERSE SECTION BELOW GRADE .� I PROVIDE 1 HR FIREPROOF / \ / \F;-10 BRD.INSULATION SHEETROCK @CEILING 5 1/2" x 11 7/8"APB PROPOSED LONGITUDINAL SECTION � ' ': 2"F'RD.CONCRETE SLAB ' ° '• I- / \ / \ 2 x 6 STUD WALL TYP. A302 PROPOSED TRANSVERSE SECTION _ HVAC DUCT WALL DETAIL SECTION-TYPICAL • 4 .I / i \( / \ W/R-21 INSULATION MOISTURE BARRIER I- `� E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN . °A I 00 6"0)TUBE STL CLMN ON STEEL PLATE j / \ ( ( W/ PLYWOOD SHEATHING 1 3"COMPACTED GRAVEL " I ON 361"x 36"x 10"D PRD HOUSE WRAP E113.CONC.FOOTING I HYDROGAP BREATHABLE E11 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN ' •• I_ 4"PRO CONC,SLAB ON VAPOR / 4 \\ / 4 \\i NATURAL ALASKAN WHITE CEDAR ° OIL Prop_ TO of Foundation 1 st FI Subflr_ _ BARRIER ON COMPACTED FILL SHAKE SIDING,6"TO THE S101 STRUCTURAL DETAILS -- WEATHER,WEAVE CORNERS _ _—_ S102 STRUCTURAL DETAILS CRAWL S PACE IJ ,r +12.41'+/-(+12'-5"+/-) 1 / \ \ — —_� +12.7757(+12'-9") S111 PROPOSED FIRST FLOOR FRAMING PLAN ------ J I----- I----- T.O. Slab _ _ _ _-=--� TO of Foundation_ S112 PROPOSED SECOND FLOOR FRAMING PLAN d •. ' °: . I Elev:+7.83'+/ +T-10"+/- --� 12.2�2+l 12'2 3/4"+l '��—_— r'. ♦ ' r a .• r -- ( ) -- / S113 PROPOSED ATTIC FRAMING PLAN .. . ♦ .. L i Average Elev.of Nat.Grade i PROPOSED ROOF FRAMING PLAN ) / ° Grade a Ent (� 12.00'+/-(12-0"�+/-)—_---_J B 0. Foundation —_— — _ Or50'el (10'6"+/)----- 3.r 8"PRD CONC.FND.WALL 1_4 Elev:+7.00'++%(+7'0"+/"+/) FOOTING_ c � �Q���oP�ER✓�F�9�� � drotect: 685 BL024 — OIL 00 B7 oom j(Foundation — _ n by:e.d. kd by:c.j. N� ng 2 WALL DETAIL SECTION - TYPICAL LONGITUDINAL SECTION 031N . „ _ , „ _ , �'TF of �E�� A-302 -302 SCALE. 1 - 1 A-302 SCALE. 1/4 - 1 chrl frey #031547 . revisions date ELECTRICAL KEY ELECTRICAL NOTES i updated d site tl an to 08-26-2021 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND , c p (topography) 10-29-2021 R RECESSED FIXTURE EQUIPMENT NECESSARY ID INSTALL WIRING,RELATED FIXTURES AND ALL / / schematic design stage 12-10-2021 schematic design stage 12-13-2021 {�V+ MISC.ELECTRICAL WORK.ALL WORK SHALL COMPLY NATIONAL,STATE AND design development stage 02-16-2022 ' (LOW VOLTAGE)REC'D FIXTURE LOCAL ELECTRICAL CODES AND ORDINANCES AND MANUFACTURE'S ! I design development stage 02-10 2022 SPECIFICATIONS. REC'D FIXTURE 2.ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC,LOCATION j / DEC submission 02 23 2022 (LOW VOLTAGE W/INTEGRAL TRANSFORMER) design development stage 06-23-2022 l OF OUTLETS AND EQUIPMENT IS APPROXIMATE.EXACT ROUTING OF TOS building permit submission 08-30-2022 1f WM {y WALL MOUNT FIXTURE WIRING,LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL 1 TT CONDITIONS AND OBSTRUCTIONS.WIRING FOR EQUIPMENT REQUIRING j / variance application set 05-09-2023 P+ PENDANT FIXTURE MAINTENANCE AND INSPECTION SHALL BE READILY ACCESSIBLE. l design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 3.MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S j / S+ SURFACE MOUNT FIXTURE LABORATORIES INC.AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE I I permit set 04 23 2024 BEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. / / GL+ GROUND LIGHT 4.THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY / I COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO INSTAL LL+ LANDSCAPE LIGHT ELECTRIC SERVICE TO THE METER.SERVICE SHALL BE 200 AMP, r--------------------------------------------------------- N UNDERGROUND ELECTRICAL MAIN.CONTRACTOR SHALL VERIFY THE j I77 1, FL+ FLOOD LIGHT LOCATION OF THE NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION, / I `r I ------ ------ ' IF REQUIRED.IN THE EVENT THAT THE SERVICE IS TO OCCUR ` i , r I , ' r-- -- - - -- - --� LED STRIP LIGHT I L-----_ -___--1 r,• I I Ln U I I I � UNDERGROUND,THE COST OF SUCH ELECTRIC,TELEPHONE AND CABLE , 1 I --------------- - - --- -----� I .°'. 1 0 a O b o SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT I I 1 I , F FLOOR LIGHT CONTRACT BETWEEN THE OWNER(S)AND THE RESPECTIVE UTILITIES,BUT ` . I I I I 1 Q "- - / 1 I SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. �_ 1 E �'' 'c.�' °Q LV �I LOW VOLTAGE LIGHT ! 5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK. 1 ':`.; / \ r, �o N N ELECTRICAL WALK THRU WITH THE 1 1 / 1 =:4 I I i I 1 C, 0 o 6.CONTRACTOR SHALL PERFORM A 1 I I I ' RF � RECESSED FOOT LIGHT OWNER(S)TO VERIFY LOCATIONS OF ALL FIXTURES,SWITCHES AND 1 I 1 I I 1 O RECEPTACLES. LLB RW RECESSED WALL LIGHT 7.LIGHT CIRCUITS SHALL BE 15 AMP WITH#14 AWS COPPER CONDUCTORS. I I / \ I I U 8.RECEPTACLE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWSLn �} U FL i I 1 / \ FLUORESCENT FIXTURE COPPER CONDUCTORS. I =,< I 1 / 1 9.APPLIANCE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER j : I I 1 I I ' UC rzz::Z] UNDER CABINET FIXTURE CONNECTORS. j I `'•° I / \ ,' I I I I I t:, 1 10.VERIFY AND LOCATE ALL SWITCHES AND RECEPTACLES PRIOR TO CL � f CLOSET-LIGHT(LED) INSTALLATION OF INSULATION AND DRYWALL. ! / \ / F-T_I I I I 1 T-� ! I -'. I I I ------1 11.PROVIDE GFI OUTLETS WHERE SHOWN ON PLANS. U L ® UPLIGHT FIXTURE 12.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER SHALL BE WATER-PROOF.EXTERIOR RECEPTACLES SHALL BE , I ", I/ 1 V I I I I I I I i I I I I I LIJ SINGLE POLE SWITCH WATERPROOF GFI. j 1 "'3 1 / I I I I I I I I I TT I •^ I '. ,: I I 13.INSTALLRECEPTACLESAT12"TOCENTERLINEABOVEFINISHEDFLOOR ' t I I I L________________________________________________J V 3 / .,. ----- _ --------------------------------------------------- 1 J ! L J THREE WAY SWITCH UNLESS OTHERWISE NOTED. I ."i> I I I I I I I I L I I 4'% 14,INSTALL RECEPTACLES IN KITCHEN AND BATHROOMS ABOVE COUNTERTOP :• 7 .y a 4 FOUR WAY SWITCH UNLESS OTHERWISE NOTED ON PLANS. 1 j a.,',:;:.,e,`v UP ''' _._.. _ .. - = -------------------------------------------------- 15.ALL BATHROOM,GARAGE AND EXTERIOR RECEPTACLES TO BE GFI.GARAGE 1 - - ' ..... ._. .. .c.. }..,. Up I I %.; 1 r -I 1 Q � o SWITCH W/DIMMER RECEPTACLES TO BE SET AT ELEVATION 10 0'MINIMUM. '::. ? 1R ' • , I I ,:;. 16.INSTALLLIGHTSWITCHESAT42"TO CENTER LINE ABOVE FINISHED FLOOR % J I r--------- - ---------------------- 1 V- O ------------------------------------ I I t l 1 ICD Q DOOR SWITCH UNLESS OTHERWISE NOTED. ; ; .1 i Tom•,+- T-�, _.-�_ _o.,.- �..-c-- -- -- P '-- I I t I 1 O C� 17.ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE%SWITCH . ...... :.,<. H �- SINGLE RECEPTACLE OUTLETT ACTIVATED AND Yz WITH CONTINUOUS ELECTRIC CURRENT. ^' I I : ., ------------------------------------� I I i I I W p O �1I�11 18.ALL CEILING FANS,THAT DO NOT COME EQUIPPED WITH WALL CONTROLS, .'.1 I I ';'.: MI` I j i I I J O DUPLEX RECEPTACLE OUTLE-T SHALL HAVE HUM-CONTROLLED TYPE. o 19.ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTURE I I .. 1' i i I I I W C) N APPLIANCE OUTLET LIGHT APPLICATIONS. I I "" I E I I I I 1 I Z o� 20.PROVIDE LIGHT FIXTURES AS SELECTED. �.... GFI GROUND FAULT INTERRUPTER RECEPT.OUTLET 21.PROVIDE SMOKE DETECTORS PER BOCA REQUIREMENTS,HARDWIRED AND 1 rl I 1 I I I INTERCONNECTED. y, r -1 -� '•t PROP.CRAWL I I I I I 1 z m } O CT WP WATER PROOF DUPLEX RECEPTACLE OUTLET 22.ALL ELECTRICAL EQUIPMENT,BREAKER AND TIME CLOCK CONTROLS,IF j$I I •.•. '" ' I I ' I ANY,SHALL BE PROPERLY LABELED. E:.;., ' :� I I I 1 • 1 � Z ziI O T I I I I I I I j I I �O U LED DUPLEX RECEPTACLE OUTLET W/LED LIGHT 23.COORDINATE ALL SWITCHES,RECEPTACLES AND LIGHTING FIXTURES WITH s. L._.t _J , I EXACT DIMENSIONS SHOWN ON INTERIOR DRAWINGS.CONTACT ARCHITECT < ` ` I I S1 I I I I I 1 U WIUSBPORTS IF DISCREPANCY OCCURS FOR ADJUSTED LOCATION. ______________ � __� ___�__ __�_ a== _�_______________________ 1 : I i I i I } IR �.. USB DUPLEX RECEPTACLE OULET I I I I 1 24.LIGHTING EQUIPMENT:A MINIMUM OF90%OF ALL PERMENATLYINSTALLED _-_ - -�_ - ---------- 1 ® FLOOR RECEPTACLE OUTLET" LIGHTING FIXTURES MUST BE ONLY HIGH EFFICACY LAMPS. I I I I I I I U---- ----� I I ----� I I I I 1 1 Q QUAD RECEPTACLE OUTLET I II I i i i t / I I I i i i i i r W POWER STRIP / 1—� j L EX.BSMNT.2 I> I I I I I CEILING FAN ' I I It I I I I 1 r-----I �_� I L-----------------------------------------------J 1 1 SINGLE:PHONE/INTERNET JACK I -- �'~ PROVIDE ELEC.AS REQUIRED j-tt j I I El 1 I "' L -� `" 1 2 DOUBLE PHONE JACK ' ' ' I FOR PROPOSED HVAC SYSTEM I I I I I I I „_ • w ;, '.r „ ...- - --------- FTV CABLE TV JACK / FURN. AH1 AH2 COMMUNICATION BUNDLEI �/�1� ■ / ) t.. ___-`----------------------------- 1 I ~/ I r i Cry- "'C t.�• WIFI �',... ) TER � ....:.,,.:...,. ... .. :. ... .. ..; .. .• ... R ROUTER R OUT DN NI"RECESSED SPEAKER IIII I I i 1 j IIII .r I •i • I IIII ---- ® CEILING MOUNT SPEAKER L--_------_ ' 1 I S1 '- IIII WALL 13PEAKER ® SMOKE DETECTOR P I IIII EX.CRAWL W/BATTERY BACKUP ® CARBON MONOXIDE DETECTOR IIII "� ' dob # W/BATTERY BACKUP IIII I ' 1 , II I ;'~` IIII :^` • I / HOSE 131B , •?;. IIII -T--T--T- T-- r„[' 1 IC BUZZER/INTERCOM ! I IIII I L i i 11� 11 / T TIMER j I I --------------------------------------- I � I I F BATHROOM FAN I I --1- --i-- � -------Y--�--—---------------------- - --------------------------_------ I ❑ I IIII I :s -P P ' a ♦• ' -------- ---- - _J' � L IIII _� � •; --T L--- ... j —lil'I- '. ----------------------------------- I , FMI WINDOW MOTOR , ------------------------------------------------ / <` IIII I !/ IIII ,.;• I ;:; �__ -, I /, property address TR TRANSFORMER 1 iili - EX.BSMNT. 1 I r0.` I I I A GARAGE DOOR OPERATOR 685 Bungalow Lane, ® __ Mattituck, Town of Southhold DRIVER I IIII --------------------- ------------- ,III � I 1 I New York, 11952 OR / IIII 1 DOOR ALARM j IIII .; ----------------- GARBAGE DISPOSAL IIII :• I I f I IIII : "< drawing list T JACK CA 5 ❑ I A001 PROPOSED SITE PLAN I I I © CAT 6 JACK f "��� 'w•: '„ I I I I / STAT DATA ;:' NOTES ETHERNET BOX ' '4 I 'r;` ' ' ' jff :'•i''' UPDATE EXISTING ELEC.SERVICE A002 PLUMBING RISER DIAGRAM / 1 " AS REQUIRED TO ACCOMODATE I / ( ✓;;, ( / GAS RISER DIAGRAM 1 b 1 r , 1 I WINDOW SCHEDULE f PROPOSED DESIGN � ;�;,::. 1 I I I 's'• , DOOR SCHEDULE A101 FOUNDATION DEMOLITION PLAN A102 FIRST FLOOR DEMOLITION PLAN PROPOSED FOUNDATION PLAN I A111 Cy. - I I I I � ; 1 •kc: 1 1 i A112 PROPOSED FIRST FLOOR PLAN A113 PROPOSED SECOND FLOOR PLAN a A114 PROPOSED ROOF PLAN j W0, I 1 e I 1 I 1 I / A201 PROPOSED SOUTH-WEST ELEVATION f °z W I I I S, I PROPOSED NORTH-EAST ELEVATION ' I A202 PROPOSED NORTH-WEST ELEVATION PROPOSED SOUTH-EAST ELEVATION A301 PROPOSED TRANSVERSE SECTION PROPOSED LONGITUDINAL SECTION 1 4, I A302 PROPOSED TRANSVERSE SECTION WALL DETAIL SECTION-TYPICAL j / 1 _ I, I •• E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN E112 PROPOSED FIRST FLOOR ELEGLIGHTING PLAN L---- ------------------------------------------------ ---� E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN 1 / % S101 STRUCTURAL DETAILS j S102 STRUCTURAL DETAIL S111 PROPOSED FIRST FLOOR FRAMING PLAN I S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN / PROPOSED ROOF FRAMING PLAN WALL KEY EXISTING STUD WALL NEW STUD WALL oP1HER✓4pc >, date: 4/23/2024 ro'ect: 685 BL EXISTING MASONRY WALL n by:e.d. EXISTING FOUNDATION WALL i kd by:c.j. NEW PRD. CONC. FOUNDATION WALL / N� ng NEW STEM PRD. CONC. FOUNDATION WALL -Sf os154� �d ^: NEW PRD. CONC. FOUNDATION WALL 1 PROP. ELEC/LIGHTING BASEMENT PLAN �' of �� E-111 TO REPLACE EXISTING CMU WALL E 111 SCALE: 1/4 = 1 chrl fret' #031547 _ELECTRICAL KEY ELECTRICAL NOTES _ / - revisions date _ existing situation 08-26-2021 _ _ � l RECESSED FIXTURE 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND updated site plan(topography) 10-29-2021 R{�} / / / _ i EQUIPMENT NECESSARY TO INSTALL WIRING,RELATED FIXTURES AND ALL schematic design stage 12-10-2021 'lv� REC'D FIXTURE MISC.ELECTRICAL WORK.ALL WORK SHALL COMPLY NATIONAL,STATE AND / / , -- (LOW VOLTAGE> LOCAL ELECTRICAL CODES AND ORDINANCES AND MANUFACTURE'S j / schematic design stage 12-13-2021 design development stage 02-10-2022 SPECIFICATIONS. REC'D FIXTURE � design development stage 02-16-2022 (LOW VOLTAGE WANTEGRAL TRANSFORMER) 2.ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC,LOCATION / / DEC submission 02-23-2022 WNI WALL MOUNT FIXTURE OF OUTLETS AND EQUIPMENT IS APPROXIMATE.EXACT ROUTING OF /j design development stage 06-23 2022 WIRING,LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL f �,/ — WIRINGIONSAND OBSTRUCTIONS.WIRING FOR EQUIPMENT REQUIRING �— —� TOS building permit submission 08-30-2022 ( / / /'� _� \ variance application set 05-09-2023 {� PENDANT FIXTURE MAINTENANCE AND INSPECTION SHALL BE READILY ACCESSIBLE. r / �� f \ I 3.MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S f design development stage 11-09-2023 S+ SURFACE MOUNT FIXTURE LABORATORIES INC.AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE 1 r i 9 design development stage 12-15-2023 �� \ bidding set 01-12-2023 BEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. % -' permit set 04-23-2024 GL-�- GROUND LIGHT 4.THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO INSTAL LL+ LANDSCAPE LIGHT ELECTRIC SERVICE TO THE METER.SERVICE SHALL BE 200 AMP, UNDERGROUND ELECTRICAL MAIN.CONTRACTOR SHALL VERIFY THE ` FL+ FLOOD LIGHT LOCATION OF THE NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION, DN � -�/ LED STRIP LIGHT IF REQUIRED.IN THE EVENT THAT THE SERVICE IS TO OCCUR �- UNDERGROUND,THE COST OF SUCH ELECTRIC,TELEPHONE AND CABLE �— 10 \ 0 Lo O O � 10' v SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT \ / - \ 0 0, U U � / O o' � v � ^ F � FLOOR LIGHT CONTRACT BETWEEN THE OWNER(S)AND THE RESPECTIVE UTILITIES,BUT VOLTAGE LIGHT SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. / f \ E ^ O w- CL Q LV � LOW5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK. �O `y 6.CONTRACTOR SHALL PERFORM AN ELECTRICAL WALK-THRU WITH THE RF r� RECESSED FOOT LIGHT OWNER / S)TO VERIFY LOCATIONS OF ALL FIXTURES,SWITCHES AND / % \ 0 O g Z RECEPTACLES. RW RECESSED WALL LIGHT 7.LIGHT CIRCUITS SHALL BE 15 AMP WITH#14 AWS COPPER CONDUCTORS. U FL FLUORESCENT FIXTURE 8.RECEPTACLE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER CONDUCTORS. 9.APPLIANCE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER / PATIO \ c O C U �o UC � UNDER CABINET FIXTURE CONNECTORS. / \ / / -- - _ O A O C 3 10.VERIFY AND LOCATE ALL SWITCHES AND RECEPTACLES PRIOR TO / LL1 LL1 L1 _ -L LINE OF BALCON ABV \ Z CL ED CLOSET'LIGHT(LED) INSTALLATION OF INSULATION AND DRYWALL. 11.PROVIDE GFI OUTLETS WHERE SHOWN ON PLANS.U L ® UPLIGHT FIXTURE 12.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER / ` r / -- -I ---- -- 1 SHALL BE WATER-PROOF.EXTERIOR RECEPTACLES SHALL BE 1 / p I O n $ SINGLE POLE SWITCH WATERPROOF GFI. / -------------- AO I M L1 W T 4 R4 3 13•INSTALL RECEPTACLES AT 12"TO CENTER LINE ABOVE FINISHED FLOOR / - _ THREE'NAY SWITCH UNLESS OTHERWISE NOTED. ' � U 14.INSTALL RECEPTACLES IN KITCHEN AND BATHROOMS ABOVE COUNTERTOP �r $4 FOUR WAY SWITCH UNLESS OTHERWISE NOTED ON PLANS. I r 1 R DN' < 3 15.ALL BATHROOM,GARAGE AND EXTERIOR RECEPTACLES TO BE GFI.GARAGE ( ------------- -------- ------ ------ 3R 1 — Q3 SWITCH W/DIMMER RECEPTACLES TO BE SET AT ELEVATION 10-0'MINIMUM. I I I 1_ I - - = --•-: -- -- �- -- --- ----- -------- w 16.INSTALL LIGHT SWITCHES AT 42"TO CENTER LINE ABOVE FINISHED FLOOR I I I 1 L-_-------------- - # DOOR SWITCH UNLESS OTHERWISE NOTED. 1 R 1 R 1 1 O 17.ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE SWITCH1 / ,^ O > < -- �- SINGLE RECEPTACLE OUTLET- ACTIVATED AND Y2 WITH CONTINUOUS ELECTRIC CURRENT. I I I II PROVIDE 4 1/2"SILL �,' \ , LLJ J C O O 18.ALL CEILING FANS,THAT DO NOT COMEEQUIPPEDWITHWALLCONTROLS, 1 �_ ____ ________ _______ ____ ___ __ __J I I KITCHEN 1 II 11 ^^// a F-- ---- -------- ------- ---- --- -- ---I L� DUPLEX RECEPTACLE OUTLETr SHALL HAVE HUM-CONTROLLED TYPE. I BEDROOM 1 I I 1 1 -I{ R 2 ��� �'� - I / i7 �+ 19,ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTURE I I I I II �I I �4 a. 1 O I I LIVING RM I w �1 III I � v-EI : / O F, APPLIA14CE OUTLET LIGHT APPLICATIONS. I I I I o II,,� I 1 A W N ( 1 20.PROVIDE LIGHT FIXTURES AS SELECTED. I �I R i i 11�^"11 ( SCREEN RM €i � GFI� GROUND FAULT INTERRUPTER RECEPT.OUTLET 21.PROVIDE SMOKE DETECTORS PER BOCA REQUIREMENTS,HARDWIRED AND L / Ai.�AA INTERCONNECTED. o T WP� WATER PROOF DUPLEX RECEPTACLE OUTLET 22.ALL ELECTRICAL EQUIPMENT,BREAKER AND TIME CLOCK CONTROLS,IF W ANY,SHALL BE PROPERLY LABELED. I R w 1 I-- ---- --- ---- ----- ---- --- -------I °;� `d:' I I 1 00 Z NG FIXTURES ITH LED DUPLEX.RECEPTACLE OUTLETr W/LED LIGHT 23.COORDINATE ALL EXACT DIMENSIONS SIHOWN ON INTERIOR DRAWINGS.CTCHES,RECEPTACLES AND IONTACT ARCHITECT I N r I , R T- M' I I ; - / I I US DUPLEX:RECEPTACLE OULET(W/USB PORTS IF DISCREPANCY OCCURS FOR ADJUSTED LOCATION. I Y R 1 ® I J I II --' ti,l I R 2I- 24.LIGHTING EQUIPMENT:A MINIMUM OF 90%OF ALL PERMENATLY INSTALLED I I oil Lo p9qFLOOR'RECEPTACLE OUTLETLIGHTING FIXTURES MUST BE ONLY HIGH EFFICACY LAMPS. I I I I I I �I�I > 1IQUAD RECEPTACLE OUTLET I L______ � oR 4 SITTING RM 1 LL1 ll ---- ---- ------ 4 4 4 I f —————— ————————————————————————— ————— 11 I I PROVIDE ELE .` / AS REQUIRED , POWER STRIP f i i F I Q W OR SAUNA E UIPMENT NW CEILING FAN R 1 w r <w I / aAAAAAAAr SINGLE PHONE/INTERNET JACK i 3 i I J i R i O< R 2 T2 DOUBLE:PHONE JACK I • -------- -----� I A A A AAA A A A A 1 r------- -------1 _T---------- , i' j "• ,.. ® CABLE Tv JACK I 1 M I I 1 1 -------I 1 N I M I �_ I > ———— L---- ---- ---- I ----� III 61 / 0 • COMMUNICATION I A AA AAA AAA AA A i i� I 1 I I I I DINING RM 000 COMMUNICATO Pp o - ---- -----I F----� r_--- I O OUTDOOR ROUTER(WiFi) I I 1 I R3 3- \ r I 1 r------ - ---- --- ---- --- -- -- ---A 3 I SAUNA \ • ® CEILING RECESSED SPEAKER; I vvM 1 I I —————————— J/ II 333 II I I I 49 1 - ---- ——————————————— --- - A I I ® I I HTR CEILING MOUNT SPEAKER 1 R R1 _-�-' I I i __ _ _ I I I WALL SPEAKER r BATHROOM 1 - - R a I I U C LED STRIP I I I F --i 1 I I I . WM3 / i WASHED I DRYER i R . SMOKE DETECTOR r I F PWDR RM PANTRY j j ® W/BATTERY BACKUP 1 / M � � I LAUNDRY CARBON MONOXIDE DETECTOR ------ FOYER I W/BATTERY BACKUP I // - - DE EL Ll 1 --�-- W RI ROVI E dob # HOSE BIB i ------------ h I / " i I S REQUIRE I IC BUZZEFUINTERCOM ff Z�T = I r I 3 R1 1 ® 1 1 R 23: 1 1 I I ^I PRE SAUNA I I FT] TIMER I �-`�^ ® �� O DN - I h ,.,9=, A __= y —I 1 - WM3 I / I -��� 3 p m 4 4 4 I , __-__- f BATHROOM FAN j I _ oN DENSER r ----- --- _ _ AC - 'I I I I I I- I C DEN A , 1 LEDGE I I I M WINDOW MOTOR / I 11 R I I % I-_ I LINEN BENCH I I TR TRANSFORMER I R �I I 4 4 R4 - -----_ STOAAGE 1- --J 1 STORAGE 2 -� _ �____� I I I property address R 1 _ R 1 --- I i I 685 Bungalow Lane, ® GARAGE DOOR OPERATOR / 1 BEDROOM 2 _®I__ � � BEDROOM 3 - I I 1 I ONDENSER , g 1 =le= 1 PORCH Sh L I I ® DRIVER. 1 ( • i \ / __,_ DN I -- • 1 I Mattituck, Town of Southhold 1 I \ BATHROOM 2 I I I 1 I New York, 11952 DOOR ALARM f I I W GARBAGE DISPOSAL 1 I�" N 1 --- - ------ - I S1 I I 1 I I' , —� I I I I I CAT 5 JACK I R R1 --1-- li� ---- ----- I 1 I L1 \\ [51 / F W 111' drawing list /r I o © CAT 6 JACK 1 = o I I (I �� �� I m 1 N r--------------------------1 I ILL L1 I „ i Sh I I I ., ' i A001 STATDATASITEPLAN ETHERNET BOX 10' I z j I I I I I I j WM3 ' : NOTES AC CON [ NSER I A002 PLUMBING RISER DIAGRAM PROVIDE ELEC. CONDENSER I I I I I I I GAS RISER DIAGRAM I AS REQUIRED 1 1 I I R 1 I I i I I f' I I , WINDOW SCHEDULE r 1 —————— — I / DOOR SCHEDULE L--- — ——— -----1— — ---� A101 FOUNDATION DEMOLITION PLAN l I I I i I A102 FIRST FLOOR DEMOLITION PLAN I ----- -- 1 I A111 PROPOSED FOUNDATION PLAN I-, ---------------------J / L------—---- I r-----S1--- --- ----- -1-----, I I• / Al 12 PROPOSED FIRST FLOOR PLAN AA PAVERS I r I A113 PROPOSED SECOND FLOOR PLAN LL LL1 I I DO I ( DO 1 1 '' Al14 PROPOSED ROOF PLAN A201 PROPOSED SOUTH-WEST ELEVATION w I I I I i I I PROPOSED NORTH-EAST ELEVATION / Z , Zo>i I w�� a I I w�x a Ae o W RF1 I l o w I I o W `z5 i I A202 PROPOSED NORTH-WEST ELEVATION PROPOSED SOUTH-EAST ELEVATION a� I i 1 o o i i o 1 A / ! DNit 1 1 0 I I /, A301 PROPOSED TRANSVERSE SECTION t R a I ! I I r PROPOSED LONGITUDINAL SECTION p / / % ����❑❑❑�I III I❑❑❑ �a� I I I I I 1 I A DN Q A302 PROPOSED TRANSVERSE SECTION ,R WALL DETAIL SECTION-TYPICAL NEW STO RET.WALL w w _ E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN I 12'- El 12 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN '• El13 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN -------------�"-----�_�---- r z S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS % S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN A S113 PROPOSED ATTIC FRAMING PLAN PROPOSED ROOF FRAMING PLAN WALL KEY / EXISTING STUD WALLL ti -- NEW STUD WALLdate: 4/23/2024 f EXISTING MASONRY'WALL / ��Q F� roject: 685 BL \ n_by:e.d. _ EXISTING FOUNDATION WALL kd by:c.j. NEW PRD. CONC. FOVUNDATION WALL N ng NEW STEM PRD.CONVC. FOUNDATION WALL NEW PRD. CONC. F04UNDATION WALL PROP. ELEC/LIGHTING FIRST FL PLAN 9r 031 � _k TO REPLACE EXISTIMG CMU WALL E 112 SCALE: 1/4" = 1A I N E`�ey E-112 h #031547 ELECTRICAL KEY ELECTRICAL NOTES revisions date existing situation 08-26-2021 R+ RECESSED FIXTURE 1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL LABOR,MATERIALS AND updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 EQUIPMENT NECESSARY TO INSTALL WIRING,RELATED FIXTURES AND ALL 'v+ REC'D FIXTURE MISC.ELECTRICAL WORK.ALL WORK SHALL COMPLY NATIONAL,STATE AND schematic design stage 12-13-2021 (LOW VOLTk E) LOCAL ELECTRICAL CODES AND ORDINANCES AND MANUFACTURE'S design development stage 02-16-2022 REC'D FIXTURE SPECIFICATIONS. (LOW VOLTAGE WANTEGRALTRANSFORMER) 2.ELECTRICAL SYSTEM LAYOUTS ARE GENERALLY DIAGRAMMATIC,LOCATION design development stage 06-23-2022 design development stage 02-1 -2022 1 OF OUTLETS AND EQUIPMENT IS APPROXIMATE.EXACT ROUTING OF DEC submission 02-23 2022 WM+ WALL MOUNT FIXTURE WIRING,LOCATIONS OF OUTLETS SHALL BE GOVERNED BY STRUCTURAL TT CONDITIONS AND OBSTRUCTIONS.WIRING FOR EQUIPMENT REQUIRING TOS building permit submission 08-30-202 variance application set 05-09-2023 P+ PENDANT FIXTURE MAINTENANCE AND INSPECTION SHALL BE READILY ACCESSIBLE. design development stage 11-09-2023 3.MATERIALS AND EQUIPMENT SHALL BE NEW AND LISTED BY UNDERWRITER'S S+ SURFACE MOUNT FIXTURE LABORATORIES INC.AND BEAR THEIR LABEL WHEREVER STANDARDS HAVE design development stage 12-15-2023 BEEN ESTABLISHED AND THEIR LABEL SERVICE IS REGULARLY FURNISHED. bidding set 01-12-2023 hermit set 04-23 2024 GL+ GROUND LIGHT 4.THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ELECTRIC UTILITY COMPANY TO DETERMINE THE COST FOR THE UTILITY COMPANY TO INSTAL LL# LANDSCAPE LIGHT ELECTRIC SERVICE TO THE METER.SERVICE SHALL BE 200 AMP, UNDERGROUND ELECTRICAL MAIN.CONTRACTOR SHALL VERIFY THE FL+ FLOOD(LIGHT LOCATION OF THE NEAREST POLE AND OBTAIN COST IF POLE RE-LOCATION, IF REQUIRED.IN THE EVENT THAT THE SERVICE IS TO OCCUR p UNDERGROUND,THE COST OF SUCH ELECTRIC,TELEPHONE AND CABLE 0 U) O O LED STRIP LIGHT SERVICES SHALL NOT BE PART OF THE BID AND SHALL BE UNDER DIRECT 5 c" IDu7 U U "q F � FLOOR LIGHT CONTRACT BETWEEN THE OWNER(S)AND THE RESPECTIVE UTILITIES,BUT O > _O Q SHALL BE COORDINATED BY THE GENERAL CONTRACTOR. LV = LOW VOLTAGE LIGHT 5.COORDINATE MECHANICAL REQUIREMENTS FOR THE ELECTRICAL WORK. cv 6.CONTRACTOR SHALL PERFORM AN ELECTRICAL WALK-THRU WITH THE O N RF � RECESSED FOOT LIGHT OWNER(S)TO VERIFY LOCATIONS OF ALL FIXTURES,SWITCHES AND 01 v O O_ z °1 RECEPTACLES. _ 0 h RW � RECESSED WALL LIGHT 7.LIGHT CIRCUITS SHALL BE 15 AMP WITH#14 AWS COPPER CONDUCTORS. o N 8.RECEPTACLE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS CO U � FL � FLUORESCENT FIXTURE COPPER CONDUCTORS. o CO U Ill '� ` no a O 9.APPLIANCE CIRCUITS SHALL BE A SEPARATE 20 AMP WITH#12 AWS COPPER UC � UNDER CABINET FIXTURE CONNECTORS. .— C N Z 10.VERIFY AND LOCATE ALL SWITCHES AND RECEPTACLES PRIOR TO CL CS7_ CLOSET LIGHT(LED) INSTALLATION OF INSULATION AND DRYWALL. 11.PROVIDE GFI OUTLETS WHERE SHOWN ON PLANS. U L ® UPLIGHT FIXTURE 12.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO THE WEATHER SHALL BE WATER-PROOF.EXTERIOR RECEPTACLES SHALL BE SINGLE POLE SWITCH WATERPROOF GFI UJI . 3 13.INSTALL RECEPTACLES AT 12"TO CENTER LINE ABOVE FINISHED FLOOR —_—————————— THREE WAY SWITCH UNLESS OTHERWISE NOTED. O U 4 14.INSTALL RECEPTACLES IN KITCHEN AND BATHROOMS ABOVE COUNTERTOP _ _ _ _ _ _ _ _ __------ ------------ -------- --- ---------- — FOUR WAY SWITCH UNLESS OTHERWISE NOTED ON PLANS. — — 15.ALL BATHROOM,GARAGE AND EXTERIOR RECEPTACLES TO BE GFI.GARAGE I Q"u 0 SWITCH W/DIMMER RECEPTACLES TO BE SET AT ELEVATION 100MINIMUM. O 16.INSTALL LIGHT SWITCHES AT 42"TO CENTER LINE ABOVE FINISHED FLOOR O D # DOOR SWITCH UNLESS OTHERWISE NOTED. —+�— I I I I NO 0 17.ALL RECEPTACLES INDICATED AS SWITCH CONTROLLED SHALL BE Y2 SWITCH --- -- -- O vI n SINGLE RECEPTACLE OUTLET- ACTIVATED AND/WITH CONTINUOUS ELECTRIC CURRENT. O O 18.ALL CEILING FANS,THAT DO NOT COME EQUIPPED WITH WALL CONTROLS, I I I I I I COLLAR TIES ABV; 2 I C3 3 0 I I I I R �_____—___ _� I J11C� DUPLEX:RECEPTACLE OUTLETr SHALL HAVE HUM-CONTROLLED TYPE. o I I I I I I 19.ALL CEILING FANS SHALL BE WIRED WITH THREE CONDUCTORS FOR FUTURE II II III LIGHT APPLICATIONS. II II III II II wI II W 3 O APPLIANCE OUTLET R - NM20.PROVIDE LIGHT FIXTURES AS SELECTED. RI z 6 GFI=Qi: GROUND FAULT INTERRUPTER RECEPT,OUTLET 21.PROVIDE SMOKE DETECTORS PER BOCA REQUIREMENTS,HARDWIRED AND MSTR BEDRM mINTERCONNECTED. WP� WATER PROOF DUPLEX RECEPTACLE OUTLET 22.ALL ELECTRICAL EQUIPMENT,BREAKER AND TIME CLOCK CONTROLS,IF II II II II I z � O ANY,SHALL BE PROPERLY LABELED, i i I I I I i i I I I Ce Z O LED=Q= DUPLEX;RECEPTACLE OUTLETr W/LED LIGHT 23.COORDINATE ALL SWITCHES,RECEPTACLES AND LIGHTING FIXTURES WITH 5 V./ EXACT DIMENSIONS SHOWN ON INTERIOR DRAWINGS.CONTACT ARCHITECT R I = 2 I _� � IF DISCREPANCY OCCURS FOR ADJUSTED LOCATION. KINGE 24.LIGHTING EQUIPMENT:A MINIMUM OF 90%OF ALL PERMENATLY INSTALLED SIZE BED �- ( N ® FLOOR RECEPTACLE OUTLET LIGHTING FIXTURES MUST BE ONLY HIGH EFFICACY LAMPS. I I I I I I I I I � II II II II I ———— I QUAD RECEPTACLE OUTLET II it it II I � c=___= I =_ ( Q II II II II I LJJ c-------o POWER STRIP II II II II I I — CEILING FAN I I I COLLAR TIES I I 11 I I I I I R 1==—= — --_� J I SINGLE PHONE/INTERNET JACK II 11 11 II V2 DOUBLE PHONE JACK I I I I l i I I I I az°KNEE WAL I I I I I ( TO SWITCH BLW I m RF2 CABLE'TVJACK II II II II I I c 000 COMMUNICATION BUNDLE I I I I I I I I I I to V I II II <WM2 WM2 a � I ® I OUTDOOR ROUTER(WFi) I I I I I I ® a a s a CEILING RECESSED SPEAKER, j j I I I I I I i ----- i • i••� CEILING MOUNT SPEAKER I f I I I I — —— — — —— — _ F I I I I I I I I _ I I I I I �--'} III AI II 111 11 IAA AA IIA r- 1I I I I I I I _I11 _IIi 11 _1_II_ 1 I 1 1 1_ 1 p 1 1 1 I I f WALL SPEAKER III I I I If 1 1 1 11 I t l I T I l i SMOKE DETECTOR 1 1 I I I I I I I I WALK—IN ® W/BATTERY BACKUP ® CARBON MONOXIDE DETECTOR j j j I I I I I I I R1 R I R I I I W/BATTERY BACKUP I I I I I 1 I HOSE EIB { , ' . I I ---`---- -� I dob # IC BUZZEFUINTERCOM I I I I II II II II I I I AIA All 11 AIA 11 All IA IIA I I I I I I I I I I _Aln tll 11 — — I AIA_ IN Ili I 1 I I I I I I H111 BIY 11 ATT1 TIN IN slq PROVIDE ELEC. TIMER I I I I I I I I I I ( Ulu I A IN III I' tl I. 'I III I I I AS REQUIRED I I I I FOR ELEC.FLOOR I I I I I I I ( — — _ I I I HEATING AT MASTER BATHROOM FAN I I I I r __ ^_ ___ __ ___ ___ __ ___ __ ___ I I I _ I — r F /� F BATHROOM(200 SF) WINDOW MOTOR I I I I I I II II II II TR TRANSFORMER I I I I i i i t I �� T-► property address GARAGE DOOR OPERATOR I I I I I I I I ( I 2 I I 1 � 685 Bungalow Lane, ® DRIVERI I i i i i ; I I 2 `� pl : -fl I MattI uck, Town of Southhold I I I I I New York, 11952 FDA DOOR ALARM I I I I I I I I I I I I I ® I I I I I I I I I _____* COLLAR TIES A= ( I I I GARBAGE DISPOSAL �5 CAT 5 JACK j j I III I I I I R MSTRm B ATHRM 2 I II fI drawing list CAT6JACK -- — — -- — -- — — IIII IIII I I II — _— __© II II I A001 PROPOSED SITE PLAN STAT DATA Eg ETHERNET BOX NOTES 2 I I I I I I I j j j I ® I I I I A002 PLUMBING RISER DIAGRAM GAS RISER DIAGRAM I I I I I I I I I I I l 1 WINDOW SCHEDULE I I I I I I I I j I I L — - - - - - - -- - - _ _ I I DOOR SCHEDULE I I I I I I 1 1 11 I I I I I L_____________________—————— __—,J I 1 A101 FOUNDATION DEMOLITION PLAN O I I I I O 0) I I I I O I I I I A102 FIRST FLOOR DEMOLITION PLAN L——————————————— ——————————————— L--------------- ——————————————— I A111 PROPOSED FOUNDATION PLAN j I j A112 PROPOSED FIRST FLOOR PLAN Al13 PROPOSED SECOND FLOOR PLAN Al14 PROPOSED ROOF PLAN I I A201 PROPOSED SOUTH-WEST ELEVATION PROPOSED NORTH-EAST ELEVATION I 1 I I A202 PROPOSED NORTH-WEST ELEVATION I PROPOSED SOUTH-EAST ELEVATION j I I j A301 PROPOSED TRANSVERSE SECTION I PROPOSED LONGITUDINAL SECTION I I I I I I I A302 PROPOSED TRANSVERSE SECTION I I WALL DETAIL SECTION-TYPICAL I I I I 0 1 1 I f Q E111 PROPOSED BASEMENT ELECILIGHTING PLAN El 12 PROPOSED FIRST FLOOR ELECILIGHTING PLAN L____________________________ ___________________________ El13 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN S101 STRUCTURAL DETAILS S102 STRUCTURAL DETAILS S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN PROPOSED ROOF FRAMING PLAN WALL KEY EXISTING STUD WALL NEW STUD WALL \�� \�toPHER✓ y/>F date: 4/23/2024 �s�' 9F�EXISTING MASONRY WALL ro'ect: 685 BLn by:e d �.,.; EXISTING FOUNDATION WALL kd by:a.j. NEW PRD. CONC. FOUNDATION WALL ng NEW STEM PRD. NEW PRD. CONCC OUNDATIFOUNDATION WALL PROPALL . ELECILIGHTING SECOND FL PLAN �9�� °315541 �0 TO REPLACE EXISTING CMU WALL E-113 SCALE: 1/4" = 11 chn NS: frey #031547 revisions date existing situation 08-26-2021 s-7o PROVIDE SIMPSON LSTA30 updated site plan(topography) 10-29-2021 `' RIDGE STRAPS AT EVERY schematic design stage 12-10-2021 schematic design stage 12-1 -2021 ROOF RAFTER, TYP. design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 s��' SIMPSON CS16Z TOS building permit submission 08 30 2022 variance application set 05-09-2023 OR EQUAL PLATE UPLIFT STRAP, design development stage 11-09-2023 WOOD ROOF SHEATHING TYP.ACROSS HORIZ. SPAN design development stage 12-15-2023 PANELS NAILED PER (2)2 x HEADER,TYP. SIMPSON CS16Z bidding set 01-12-2023 NAILING SCHEDULE OR EQUAL PLATE UPLIFT STRAP, permit set 04-23-2024 JACK STUD,TYP. TYP,AT EACH FULL HEIGHT STUD '0a � 00 v G 0 Lo U U � tr O Q 0 v 'Q) °- FN SO o C. z C O U ..O � U � O @' U %0 O y- r) SILL JACK STUD,TYP. — JACK STUD,TYP. NOTE: UJ FOR TYPICAL OUTLOOKERS SEE 3/S-101 ( , DOUBLE WINDOW v SILL PLATE,TYP. Z 7C) W -c 0 In 5 o o� O 0 SILL JACK STUD, TYP. w c - 0 _o o n 1 W o NLr) 4.V z C 6- N 5�... IC/D TYPICAL RIDGE STRAPPING DETAIL — :) ^ o co 0 R..� S 101 SCALE: 3/4" = V-0" SIMPSON CS16Z z 0 z 2 y--- OR EQUAL STRAP TO FOUNDATIONQ �O OR TO FLOOR BLW. Z) RAFTERS @ 16"O.C. TYP,AT EACH FULL HEIGHT STUD U cn SUBFLOOR UJ GENERAL NAILING SCHEDULE- PER 2020 RESIDENTIAL CODE OF NYS Q AS SPECIFIED,TYP rV ( ' ) NUMBER OF NUMBER OF NAIL `® DESCRIPTION OF BLDNG ELEMENT COMMON NAILS BOX NAILS SPACING BOTTOM PLATE,TYP. ROOF FRAMING R602.3(1) 4x8 NOM. ROOF BLOCKING TO TOP PLATE,TOE-NAILED 3-8d 4-8d each end SHEATHING,TYP. CEILING JOIST TO TOP PLATE'.,TOE-NAILED 3-8d 4-8d per joist ° CEILING JOIST LAPS OVER PARTITIONS,FACE-NAILED 3-16d 4-10d each lap CEILING JOIST TO PARALLEL RAFTER,FACE NAILED See Table R802.5.2 each lap COLLAR TO TIE RAFTER,FACE-NAILED 3-10d 4-10d per rafter RAFTER TO PLATE,TOE-NAILED 3-10d 3-16d per rafter,2 on one side,1 on opposite RAFTER TO RIDGE,TOE-NAILED 3-10d 4-16d per rafter ° RAFTER TO RIDGE,END-NAILED 2-10d 3-16d per rafter RIM/BAND JOIST TO RAFTER,TOE-NAILED 8d 10d per rafter WALL FRAMING R602,3(1) RIM BOARD STUD TO STUD(not at braced wall panels),FACE-NAILED 16d 10d 24"o.c.common,16"o.c.box AS SPECIFIED,TYP STUD TO STUD&ABTNG STUDS AT WALL CRNRS (at braoxd wall panels),F-N 16d 16d 16"o.c.common,12"o.c.box NAILS PER r 1 BUILT-UP HEADER(2"to 2"hdrw/1/2"spacer),FACE-NAILECD 16d 16d 16"o.c.common,12"o.c.box SCHEDULE CONT.HEADER TO STUD,T01=-NAILED 4-8d 5-8d TOP PLATE TO TOP PLATE,FACE-NAILED 16d 10d 16"o.c.common,12"o.c.box DOUBLE TOP PLATE SPLICE,DACE-NAILED 8-16d 12-16d each side(min 24"lap splice length,each side) ° DOUBLE TOP PLATE,TYP BOTTOM PLATE TO JOIST,RIM JOIST OR BLCKNG(not at boraced wall panels),F-N 16d 16d 16"o.c.common,12"o.c.box o b # BOTTOM PLATE TO JOIST,RIM JOIST OR BLCKNG(at braced wall panels),F-N 2-16d 3-16d 2 each 16"o.c.common,3 each 12"o.c.box g WALL OPENING DETAIL TYPICAL TOP OR BOTTOM PLATE TO STUD,TOE-NAILED 4-8d 4-8d each stud TOP OR BOTTOM PLATE TO STUD,END-NAILED 2-16d 3-16d each stud S-101 SCALE: 3/4" = 1'-0" TOP PLATES,LAPS AT CORNERS&INTERSECTIONS,FACE-NAILED 2-16d 3-10d each stud 1"BRACE TO EACH STUD AND PLATE,FACE-NAILED 2-8d 3-8d each stud 1"x 6"SHEATHING TO EACH BEARING,FACE-NAILED 2-8d 3-8d each bearing 1"x 8"SHEATHING TO EACH BEARING,FACE-NAILED 3-8d 3-8d each bearing WIDER SHEATHING TO EACH BEARING,FACE-NAILED 3-8d 4-8d each bearing 2 TYPICAL SUBFLOOR SHEATHING DETAIL FLOOR FRAMING R602.3(1) S-101 SCALE: 3/4" = V-0" property address JOIST TO SILL,TOP PLATE OR GIRDER,TOE-NAILED 3-8d 4-8d perjoist RIM/BAND JOIST OR BLCKNG TO SILL OR TOP PLATE,TOEE-NAILED 8d 10d per joist 685 Bungalow Lane, 1"x 6"SUBFLOOR OR LESS TO EACH JOIST,FACE-NAILELD 2-8d 3-8d each joist BAND OR RIM JOIST TO JOIST,END-NAILED 3-16d 4-10d each joist STUD WALL Mattituck, Town of Southhold LEDGER STRIP SUPPORTING JOISTS OR RAFTERS,FACE-NAILED 2-8d 3-8d each joist New York, 11952 BRIDGING OR BLOCKING TO,IOIST,TOE-NAILED 2-8d 2-10d each end BLOCKING BETWEEN SILL PLATE SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING R602.3(1) EACH OUTLOOKER, TYP. WOOD STRUCTURAL PANELS 3/8" -1/2"(at subfloor,wall) 6d 6"o.c.@ edges 112"o.c.field OF SHEATHING WOOD STRUCTURAL PANELS 3/8" -1/2"(at roof) 8d 6"o.c.@ edges/12"o.c.field W/4"O.C. NAIL SPACING drawing list WOOD STRUCTURAL PANELS 19/32"-1"(at subfloor,wall,rroof) 8d 6"o.c.@ edges/12"o.c.field ROOF SHEATHING FIBERBOARD PANELS 1/2" 1 1/2"galy.roof nail,7/16"head 0 3"o.c.@ edges/6"o.c.field W/4"O.C. NAIL SPACING TOP OF FIBERBOARD PANELS 25/32" 1 3/4'gals.roof nail,7/16"head 0 3"o.c.@ edges/6"o.c.field SU BFLOOFR A001 PROPOSED SITE PLAN GYPSUM PANELS 1/2" 1 1/2"galy,roof nail;staple galv,1 1/2"long; 7"o.c.@ edges/7"o.c.field STAT DATA 1 114"screws,type W or S 7"o.c.@ edges/7"o.c.field NOTES GYPSUM PANELS 5/8" 1 3/4"galy.roof nail;staple galv,15/8"long; 7"o.c.@ edges/7"o.c.field 2x4 MIN. OUTLOOKER PLUMBING RISER DIAGRAM 1 5/8'screws,type W or S 7"o.c.@ edges/7"o.c.field GAS RISER DIAGRAM TOP WINDOW SCHEDULE EXTERIOR WALL SHEATHING R602.3(3) UPLIFT CONNECTOR FOR: PLATE DOOR SCHEDULE WOOD STRUCTURAL PANELS 3/8"MIN(studs spaced up to 16"o.c.) 6d 6"o.c.@ edges/12"o.c.field WOOD STRUCTURAL PANELS 7/16 MIN(studs spaced up too 24"o.c.) 8d 6"o.c.@ edges 112"o.c.field ZONE B-MIN 412 LBS EACH EXTERIOR SHEATHING, WOOD STUD FRAMING A101 FOUNDATION DEMOLITION PLAN ZONE C-MIN 634 LBS EACH DBL TOP PLATE TYP AS SPECIFIED, TYP A102 FIRST FLOOR DEMOLITION PLAN FLOOR FRAMING—WOOD STRUCTURAL PANELS RAFTERS OR TRUSSES SPACED UP TO 16"o.c. 8d 10d 6"edge 14"field EXTERIOR SHEATHING A111 PROPOSED FOUNDATION PLAN RAFTERS OR TRUSSES SPACED OVER 16"o.c. 8d 10d 4"edge 14"field GABLE END WALL Al 12 PROPOSED FIRST FLOOR PLAN GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 6"edge/6"field SILL PLATE AS A113 PROPOSED SECOND FLOOR PLAN wlo GABLE OVERHANG SUBFLOOR Al14 PROPOSED ROOF PLAN GABLE ENDWALL RAKE OR RAKE TRUSS 8d 10d 6"edge/6'field SPECIFIED, TYP AS SPECIFIED,TYP wl STRUCTURAL OUTLOOKERS 4; . A201 PROPOSED SOUTH-WEST ELEVATION GABLE ENDWALL RAKE ORRAKETRUSS 8d 10d 4"edge/4"field 3 TYP. OUTLOOKERS SECTION DETAIL 4 TYP. WALL, ROOF, SUBFLR. SHEATHING SECTION DET. PROPOSED NORTH-EAST ELEVATION w/LOOKOUT BLOCKS S 101 SCALE: 3/4" - 1'-0" s 101 SCALE: 3/4"= 1��-O" A202 PROPOSED NORTH-WEST ELEVATION FOUNDATION WALL BOTTOM PLATE, TYP PROPOSED SOUTH-EAST ELEVATION NOTES: SIMAPSON HOLD DOWNS AT ALL A301 PROPOSED TRANSVERSE SECTION 1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED @ 6"O.C.AT THE PANEL EDGE.IF WALL SHEATHING IS NAILED 3"O.C.AT THE PANEL EDGE TO SHEAR WALL END POSTS PROPOSED LONGITUDINAL SECTION OBTAIN HIGHER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR SEE SCHEDULE ~ PLATES,SHALL BE USED TO MAINTAIN LOAD PATH. `. A302 PROPOSED TRANSVERSE SECTION SIMPSON LTP4Z `'�'•+.:':? t.:; ; ' �� WALL DETAIL SECTION-TYPICAL UPPER TOP PLATE LAPS ® @ 16"O.C. W/10d NAILS '• ::;:� 2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNIECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d CONTINUOUS LOWER TOP PLATE, f E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN NAIL PER FOOT. SIMPSON CS16Z " \ El 12 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN TYP CUT TO 32" (20) 10d FASTENERS E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN • GALVANIZED STRAP FROM STUD TO PLATE AND THEN TO RIM JOIST, TYP. 32"O.C. MIN. S101 STRUCTURAL DETAILS FLOOR JOISTS d I-JOISTS AT ALL JACK/KING STUD LOCATIONS S102 STRUCTURAL DETAILSAS SPECIFIED,TYP S111 PROPOSED FIRST FLOOR FRAMING PLAN ROOF SHEATHING NAIL RQRMNTS HEADER FOR EXT. LOAD BRNG.WALLS FASTENERS MUST EXTEND THROUGH "r' ':�.;' : . :: S112 PROPOSED SECOND FLOOR FRAMING PLAN END WALL ENTIRE STARP AS PER SIMPSON FASTENER S113 PROPOSED ATTIC FRAMING PLAN ATTACH 1/2"EXTERIOR GRADE SHEATHING TO ROOFL MRAMING WITH 8d NAILS @ MIN. [RESISTING WIND LOADS EXPOSURE C,PER TABLE A-3.23A(WFCM)] SCHEDULE P.T. SILL PROPOSED ROOF FRAMING PLAN 6"O.C.ON ALL BUTT JOINTS AND IN THE FIELD.WITHIN 41'OF ROOF EDGE OR RIDGE `: PROVIDE SILL SEALER& Yr.•... RIM BOARD SPACE Sd AT 4"O.C.WITHIN°,i"OF GABLE USE 8d RING SIHANK NAILS AT 6 O.C.USE 8d SIZE SPAN FULL HEIGHT STUDS SIMPSON HOLD DOWNS ATi' CORNER STUD CONNECTED AS SPECIFIED,TYP RING SHANK NAILS AT 4"O.C.AT GABLE END WALL OR GABLE TRUSS AS PER R602.3(1). AT EACH END ALL SHEAR WALL END POSTS' / INSECT SHIELD, TYP. ',':;.�'^: SEE SCHEDULE: TO TRANSFER SHEAR ' 2-2"x4" 4'-5" 2 o W/(2)-16d COMMON NAILS `! :.�' t y/ 2-2"x6" 5'air° 2 / \ `�� c;top'�E�✓F�� date: 4/23/2024 2 2"x8" 5'-10" 2 @ 6"O.C. SB ANCHOR BOLT ,�y. C� ���� �F� j roe t: 10" 6'-5 Y2" 3 BY SIMPSON _ C 685 BL 2-2"x WALL SHEATHING NAIL RQRMNTS STRONG TIE 2-2"x12" 6'-9 r" 3 n by:e.d. 3 2°x8" r-1%^ 3 OR APPROVED EQUAL �...; N �kd by:�.j• 3 ATTACH 1/2"EXTERIOR GRADE SHEATHING TO WALL FRAMING WITH 6d NAILS @ MIN. 3-2"x10" 7'-11"3-2"x12" 8'3'" 3 ng 6"O.C.WHEN BASIC WIND SPEED IS GREATER THAN 100fmph,NAILS FOR ATTACHING 4-2"x8" 8'-3" 3 � 0315b1 d PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE SPACED AT6'O.C. 4-2"x10" 9AY2" 3 TYP. WALL INTERSECTION/TOP PLATE DETAIL TYP. CORNIER HOLDOWN DETAIL -7 STRAPPING DETAIL TYPICAL EXTERIOR WALL �'1' FOR MIN.48"DISTANCE FROM RIDGES,EAVES AND GABLE END WALLS;AND 4"O.C.TO 4-2"x12" 9'-6" 3 I O fi vq 101 GABLE END WALL FRAMIND AS PER R602.3(1). S-101 SCALE: 3/4" = 1'-0" s 101 SCALE: 3/4" = 1"-0" s-1 o1 SCALE: 3/4" = 1 -0" chrl frey #031547 SHEATHING PANEL NAILING PATTERN"A" NAILING PATTERN"B" SIMPSON HOLDOWN SEE PLAN SEE PLAN revisions date ANCHORAGE OF P.T. SILL A FOR STEEL FOR STEEL existinq situation 08-26-2021 SHEATHING PANEL CAST IN PLACE updated site plan(topography) 10-29-2021 AVIARK LOCATION TO TOP OF FOUNDATION WALL/ 2x BOT.AND FLOOR ANCHOR TO END POST SCREWS PLATE SIZE PLATE SIZE THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. ANCHOR schematic design stage 12-10-2021 STUDS TO HORIZ. SHEATHING TO LVL MODEL FNDTN/WALL EMIBEDMENT SOLID WOOD POST I I schematic design stage 12-13-2021 BLOCKING/LVL BELOW SIZE(MIN) STEEL PLATE STEEL PLATE design development stage 02-10-2022 2x BLOCKING DEIPTH(MIN) P q TO BE FLUSH TO BE FLUSH design development stage 02-16-2022 1/2"O x 12"LONG ANCHOR BOLTS (14)SIDS 1/4 x 2 1/2 DEC submission 02-23-2022 REFER TO 10d @ 6"O.C. 16d @ 6"O.C. HDU2-SDS2.5 SB 5/8 x 24 SB 5/8 x 24 WITH WOOD WITH WOOD SW-1 1/2" N 4'-0"O.C. (2)-2x design development stage 06-23-2022 FRAMING PLAN °� FRAMING - FRAMING 14 SIDS 1/4 x 2 1/2 TOS building permit submission 08-30-2022 REFER TO 1/2"0 x 12"LONG ANCHOR BOLTS 10d 4"O.C. 16d 4"O.C. HDU5-SDS2.5 SB 5/8 x 24 SB 5/8 x 24 ( ) SW-2 1/2" N @ 4'-0"O.C. @ @ (2)-2x — —"— variance application set 05-09-2023 FRAMING PLAN design development stage 11-09-2023 1/2"0 x 12"LONG ANCHOR BOLTS (14)SIDS 1/4 x 2 1/2 desi n development sta REFER TO 1/2" N 10d @ 4"O.C. 16d @ 4"O.C. HDU8-SDS2.5 SB 7/8 x 24 SB 7/8 x 24 3-2x A 9 P 9e 12-15-2023 SW-3 FRAMING PLAN @ 4-0' O.C. ( ) bidding set 01-12-2023 (2) ROWS OF 5/8"0 BOLTS NOTES: permit set 04-23-2024 Q SHEAR WALL SCHEDULE SHWRS STAGGERED AT 16" O.C. 1-USE 1 3/4"x LVL AS PER PLANS. W/(4) BOLTS @ SUPPORTS TYP. 2-COUNTER SUNK BOLTS SHALL NOT BE PERMITTED. S 102 SCALE: N.T.S. 3-WHERE CONCENTRATED LOAD EXISTS"P"AND BEAR ON FLITCH BEAM, LOCATE (3) 5/8"0 BOLTS STAGGERED AS SHOWN. E E v ROOF BEAM o o 0 co SEE PLANS FOR SIZE AND LOCATION o b o 5 FLITCH PLATE DETAIL TYPICAL Q CONNECT ROOF BEAM TO WOOD POST S 102 SCALE: 3/4" = 1'-0" TOP OF POST W/2-SIMIPSON SEE PLANS FOR SIZE CL MTS16 TWIST STRAPS, AND LOCATION o, o Z ALTERNATE SIDES OF POST Lo U A Q) o,aU o '° CONNECT ROOF POST TO 1/2"0A307 THRU-BOLT C) W/WASHERS POST/STUD BLOCKING BELOW W/CS16 SIMPSON COIL:3TRAP MULTIPLE MEMBERS SEE PLAN FOR SIZE AND QUANTITY W CONNECT CRIPPLE TO BLOCKING TO CONNECT TOP OF ROOF RAFTER AND ROOF SHEATHING. v1 SHEATHING. SEE PLAN FOR A 1/2" 0 A307 THRU-BOLT HEADER WITH SIMPSON MATCH WOOD RAFTERS ON OPPOSITE SIZE AND THICKNESS W/WASHERS @ 16"O.C. 7 MTS30 TWIST STRAP POST ABOVE SIDE OF RIDGE W/SIMPSON RESPECTIVELY. SEE ARCH. W/(2) @ EACH END (J O o LSTA30 STRAP DRAWINGS FOR PITCH RIDGE BEAM. 6 MULTI-MEMBER CONNECTION DETAIL _ 0 o s-102 SCALE: 3/4" = 1' 0" ° °o SEE PLAN FOR SIZE O o ry J ('7 SIMPSON STRONGTIE IUS SIMPSON STRONGTIE IUS p ►- o FACEMOUNT HANGER FOR FACEMOUNT HANGER FOR W O N C-5 LVL GIRDER APPLICATION TJI APPLICATION z 0 N 2x BLOCKING 7 m O y� BETWEEN RAFTERS o CONNECT HEADER/BEAM Z TO POST/JACK AND KING � Z STUD W/SIMPSON < v STRONG TIE HH HEADER HANGER CONNECT RAFTERS "- U TO TOP OF WALL W/SIMPSON H2.5A STRAPS SEE PLAN FOR GIRDER SIZE 7 TYP. FLUSH GIRDER DETAIL B LVL/TJIs ry (� s 102 SCALE. 3/4 - 1 -0 WALL SHEATHING SEE PLANS FOR HEADER SIZE AND LOCATION 0 TYPICAL ROOF BEAM/POST DETAIL 2 TYPICAL ROOF STRAPPING DETAIL a � a FOUNDATION WALL � s 1102 SCALE: 3/4" = 1'-0" s-102 SCALE: 3/4" = 1'-0" OR SHEAR WALL ° w #5 BAR CONTINUOUS ° FOUNDATION WALL SB ANCHOR BOLT BY WALL SHEATHING PANEL WALL SHEATHING PANEL 1 OR SHEAR WALL SIMPSON STRONG TIE SEE SCHEDULE SEE SCHEDULE ° OR APPROVED EQUAL w w SHEATHING PANEL EDGE SHEATHING PANEL EDGE SB ANCHOR BOLT BY a �CONT. TIMBERSTRAND TO NAILING PER PATTERN"A" CONT.TIMBERSTRAND TO MATCH FLOOR JOIST DEPTH ON SCHEDULE MATCH FLOOR JOIST DEPTH ON SCHEDULE NAILING PER PATTERN"A" SIMPSON STRONG TIE � a a® a a dob # OR APPROVED EQUAL SIMPSON A34 SIMPSON A34 FRAMING ANGLE FRAMING ANGLE g SB ANCHOR BOLT AT FOUNDATION WALL NAIL BOTTOM AND NAIL BOTTOM AND S 102 SCALE: 3/4" = 1'-0" property address SHEATHING TO BLOCKING SEE PLAN FOR JOIST SHEATHING TO BLOCKING SEE PLAN FOR JOIST PER NAILING PATTERN "B" 7 SIZE AND SPACING PER NAILING PATTERN "B" SIZE AND SPACING 685 Bungalow Lane, SEE SCHiEDULE SEE SCHEDULE Mattituck, Town of Southhold SIMPSON HOLD DOWNS AT New York, 11952 SHEATHING PANEL EDGE SHEATHING PANEL EDGE SIMPSON HOLD DOWNS AT ALL SHEAR WALL END POSTS ANCHOR HOLD DOWN TO NAILING PER PATTERN "A" NAILING PER PATTERN"A" ° SEE SCHEDULE ° ON SCHEDULE ON SCHEDULE ALL SHEAR W EL SEE SCHEDULE BEAM W/THREA ED ROD SHEAR WALL END POST drawing list E PLAN SHEAR WALL END POST SEE SCHEDULE SHEAR WALL END POST SHEAR WALL END POST SEE SCHEDULE STAT DATA SEE SCHEDULE SEE SCHEDULE A PROPOSED T NOTES SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT I� PLUMBING A RI G RISER A002 PLUMBING RISER DIAGRAM 0 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END POSTS o 2x BOT.AND FLOOR SHEATHING. THREADED ROD ALL SHEAR WALL END POSTS NAIL AND SHEATHING TO LVL CONNECTING HOLD DOWNS 11 WINDOW SCHEDULE SEE SCHEDULE NAIL AND SHEATHING G LVL SEE SCHEDULE DOOR SCHEDULE BLOCKING PER NAILING BLOCKING PER NAILING THROUGH FLOOR (2)-2x TOP A PATTERN"B"ON SCHEDULE (2)-2x TOP B PATTERN"B"ON SCHEDULE SEE SCHEDULE A101 FOUNDATION DEMOLITION PLAN A102 FIRST FLOOR DEMOLITION PLAN SOLID LVL BLOCKING SOLID LVL BLOCKING L�1L BLOCKING BETWEEN I-JOISTS LVL BLOCKING BETWEEN I-JOISTS SIMPSON HOLD DOWNS AT A111 PROPOSED FOUNDATION PLAN ALL SHEAR WALL END POSTS STEEL BEAM. SEE PLAN A112 PROPOSED FIRST FLOOR PLAN SEE SCHEDULE A113 PROPOSED SECOND FLOOR PLAN ° A114 PROPOSED ROOF PLAN THREADED ROD CONNECTING �I THREADED ROD CONNECTING A201 PROPOSED SOUTH-WEST ELEVATION HOLD DOWNS THROUGH FLOOR HOLD DOWNS THROUGH FLOOR SEE SCHEDULE SIMPSON A34 FRAMING ANCHOR. SEE SCHEDULE SIMPSON A34 FRAMING ANCHOR. PROPOSED NORTH-EAST ELEVATION PROVIDE (2)-ANCHORS PER LVL A202 PROPOSED NORTH-WEST ELEVATION A PROVIDE(2)-ANCHORS PER LVL s BLOCKING ) PROPOSED SOUTH-EAST ELEVATION SIMPSON HOLD DOWNS AT BLOCKING SIMPSON HOLD DOWNS AT A301 PROPOSED TRANSVERSE SECTION ALL SHEAR WALL END POSTS ALL SHEAR WALL END POSTS SEE SCHEDULE ° SEE SCHEDULE ° PROPOSED LONGITUDINAL SECTION SIMPSON HOLD DOWNS AT A302 PROPOSED TRANSVERSE SECTION 11 2x BLOCKING,TYP. WALL DETAIL SECTION•TYPICAL 2x BLOCKING, TYP. SHEATHING PANEL EDGE ALL SHEAR WALL END POSTS ANCHOR HOLD DOWN WITH SIMPSON HOLD DOWNS AT SHEATHING PANEL EDGE AT ALL PANEL EDGES SEE SCHEDULE ° E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN AT ALL PANEL EDGES NAILING PER PATTERN"A" NAILING PER PATTERN"A" THREADED ROD THROUGH ALL SHEAR WALL END POSTS E112 PROPOSED FIRST BASEMENT EEC/LIG TING P PLAN AN ON SCHEDULE ON SCHEDULE MIDDLE PLY OF LVL BEAM SEE SCHEDULE E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN SHEAR WALL END POST SHEAR WALL END POST SHEAR WALL END POST SEE SCHEDULE WALL SHEATHING PANEL SEE SCHEDULE SHEAR WALL END POST S101 STRUCTURAL DETAILS SEE SCHEDULE WALL SHEATHING PANEL SEE SCHEDULE S102 STRUCTURAL DETAILS SEE SCHEDULE SEE SCHEDULE SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT S111 PROPOSED FIRST FLOOR FRAMING PLAN ALL SHEAR WALL END POSTS ° ALL SHEAR WALL END POSTS ° I S113 PPROPOSED ROPOSED SECOND FLOOR FRAMING PLAN P.T. SILL. SEE SCHEDULE P.T. SILL. s113 PROPOSED R OIFFRAMINGPLAN C FRAMING PLAN SEE SCHEDULE �� P.U.SEE NOTE 4 ON SCHEDULE P.U.SEE NOTE 4 ON SCHEDULE TOP OF FOUNDATION TOP OF FOUNDATION WALL/HAUNCH SLAB DRILLED IN AND WALL/HAUNCH SLAB DRILLED IN AND ADHESIVE ��� �oPi1ER✓F° y�� date: 4/23/2024 ADHESIVE P.T. ANCHORAGE OF P.T. SILL P.T. ANCHORAGE OF P.T. SILL SB ANCHOR BOLT BY SIMPSON �S ANCHORED ROD AT ANCHORED ROD AT TO TOP OF FNDTN.WALL OR STRONG TIE OR APPROVED �� 9<, roject: 685 BL TO TOP OF FNDTN. WALL OR HOLD DOWNS AT � LVL BEAM. SEE PLAN 1/4"x5"x5"STEEL PLATE � HOLD DOWNS AT -11 HAUNCH SLAB. SEE SCHEDULE HAUNCH SLAB. SEE SCHEDULE EQUAL AT HOLD DOWNS AT n by:e.d. FNDTN. FNDTN. FOUNDATION ALL (3)-PLY MIN. RECESSED INTO LVL BEAM FOUNDATION LEVEL FOUNDATION ALL SEE SCHEDULE —j kd by:c,j. SEE SCHEDULE OR HAUNCH LAB OR HAUNCH LAB SEE SCHEDULE N ng � TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS 4 TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS O3,B4T o 3 , „ 9T�OF NE�y S 102 S-1o2 SCALE: 3/4" = 1'-0" S 102 SCALE: 3/4" = 1 -0 g TYPICAL HOLDOWN CONNECTION DETAILS chrl fret' s 102 SCALE: 3/4" = 1'-0" #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 _schematic design stage 12-10-2021 _schematic design stage 12-13-2021 _design development stage 02.10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 __variance application set 05-09-2023 design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 >-00 v U 0 0 v ° 01, 'q- a) -------------------------------------------------------- Q7 "_ < Q 1 CL co •i Q) r-1 r-I r-----------------------------------------------------� I v •= F4 IL CL I i I I 1 1 I I v O Q Z R � I I I t I j j i C) _c L0 I I 11 I I I I U I I I I ! 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(P Ing 9� 031541 �0 �OF NSA S-111 chn frey #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 O� O o s0 V) U U �t O 0" 0 O Q E cl) C LL N U • - O� C� C U LO h O@) U cn %0 N 0 0 > I) C Z L15 DBL 16 J Ir 1r 151f 1'� 1 � �I w 15 U i z 2x10s @ 16 O.C. 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A201 PROPOSED SOUTH-WEST ELEVATION � r =32 *CUSTOM STEEL CONNECTOR L_ ____ m x gJ4 L p PROPOSED NORTH-EAST ELEVATION _ _ _ _ 33 HGUS410 FACE MOUNT HANGER DBL OPENINIG FOR A202 PROPOSED NORTH-WEST ELEVATION GARAGE ATTIC ACCESS PROPOSED SOUTH-EAST ELEVATION 34 WPU3.5617.25 @ 31/2 x 71/4 G-LAM 3 A301 PROPOSED TRANSVERSE SECTION 35 HB3.56/9.5 @ 31/2 x 9112 G-LAM PROPOSED LONGITUDINAL SECTION 36 PB66 POST TO PIER BASE A302 PROPOSED TRANSVERSE SECTION 37 ABU66Z POST TO PIER BASE WALL DETAIL SECTION-TYPICAL I E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN 38 BC6 POST TO GIRDER CAP E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN El 13 PROPOSED SECOND ELEC/LIGHTING FLOOR PLA N 39 HU610 @ 51/2"X 7114"GLU-LAM S101 STRUCTURAL DETAILS 40 HGUS46 FACE MOUNT HANGER EXISTING HEADERS NOTE S102 STRUCTURAL DETAILS 41 HUCQ412SDS __ __ _ ____ __ __ S111 PROPOSED FIRST FLOOR FRAMING PLAN ____ ___ ALL EXISTING HEADERS AT EXISTING WINDOWS TO REMAIN S112 PROPOSED SECOND FLOOR FRAMING PLAN 42 CPT66Z CONCEALED POST TIE UNLESS OTHERWISE NOTED. 11 7/8"LSL RIM BOARD S113 PROPOSED ATTIC FRAMING PLAN PROPOSED ROOF FRAMING PLAN 43 HU612 FACE MOUNT HANGER @51/4"x 11 718"PSL 44 PROP. 2ND FLOOR FRAMING PLAN SCALE: 1/4" = 1' PiER te: 4/23 /2 024 CIO co oject: 685 BL� n by:e.d. kd by:c.j.I �� IN (P Ing 031541 �0 OF Nss: S-112 chrl frey #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 schematic design stage 12-13-2021 design development stage 02-10-2022 _design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 _variance application set 05-09-2023 design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 N ro Cam!0-q O p .b Ln U U O 0" i b O +- Ln �3 Q a - � t3 � v IL F4 �t O a z 01 UY U 'L 0@) U MHO Q> 7, O 0 c V) z w U 2x10 BLOCKING 2x10 BLOCKING z @16"OC G @16"Oc A�"0 6' T P W Q O O o` cn O 1 -- - - -- -- - - -- - - - -- -- -- - - -- 1 - r--------------------------------------------------------� O --- -- --- - --- -- - - -- -- - --- -- --- r-------hfOR----------------HDR----------------►-}DR-------i � w c: j O O "� I I 11 i ° > O 1�d III Ilj I , I I I I I 1 1 1 O o 1 M U-) CO 1 1 1 1 III III � z O 1 1 I I , I I I /��► UPPER ROOF I I UPPER ROOF , i I � D I I I I } O vUi IL ° Ii i1 I Q , i Q o O I I O °° N O i I O m W=ch ��� I m 1 1 I I ^' ^� I !J g I I I I OPEN TO BELOW I I L.L. x 1 1 (V x N N I I o 1 1 I I ism cN 1 fV I N I I I N 11 HANGER & BRACKET SCHEDULE i iL 6" I I I I 1 H2.5 HURRICANE TIES TYPICAL TYP I I 2 MSTA24 STRAP @ STUD TO FLOOR CONNECTIONS TYPICAL I I I 4- 3 LSTA36 STRAP @ JACK POSTS TO FLOOR CONNECTIONS I TYPICAL I I ~ I i I i j i '✓ J 4 MSTA182 @ JACK POSTS TO SILL PLATE TYPICAL I I I _ I I i I I 5 LTP42 @ STUD TO SILL PLATE TYPICAL j i I I erAOp 6' I I(Z A e+ 2x12s @ 16 O.C. to Op 6' I I OST0 CS16 RIDGE STRAP TYPICAL 12"ONTO SHEATHING @ EACH I TAPERED 3"PLF 6 SIDE I _ _ — I _ d 1 1 1 1 I �—_-- DBL. 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IL l r 1 1 I I III III III a�0 1- 31 m°-14 13 LU28 @SINGLE 2X8 JOISTS J OVERFRAME ROOF OVERFRAME ROOF 14 LUS28-2 @ DOUBLE 2X8 JOISTS RAFTERS ONTO FLOOR RAFTERSONTO FLOOR JOISTS BELOW ------- - r--------- ---- ------- -- J JOISTS BELOW L-------- •II -_-HDRIIII iIII IiI property addressx I I I 15 LUS210 FACE MOUNT HANGER @ SINGLE JOISTS 2X10 JOISTS I I I I 1 I I t I I I I 1 1 N OPENING FOR I IL ° 1 1 �— I I ° 1 1 I 1 1 I I I HVAC CHASE 685 Bungalow Lane, LUS210-2 FACE MOUNT HANGER @ DOUBLE JOISTS 2X10 L_ I I I 16 JOISTS i Q _j I I 1 0— i Q- i i `--- i I ; ---J ; Mattituck, Town of Southhold 1 It O O I — 17 HU410 FACE MOUNT HANGER Q Ow rIfII tji New York, 11952O I IL co 18 SUR/L410 45°FACE MOUNT HANGER @5 o N 19 IUS2.06/11.88 @SINGLE 210 TJIs X I X o XI N JI N N I I 1 1 I I 20 MIU4.28/11 @ DOUBLE 210 TJIs 1 1 1 1 I , 11 , I I I DEL drawing list I I I I l i III ll� , 21 IUS2.06195 @ SINGLE TJIs ° I iL i i JI A001 PROPOSED SITE PLAN I I1L JI I I I , I 1 1 , I STAT DATA 22 MIU4.28/9 @ DOUBLE 210 TJIs 0 1 IL JI I ¢O I I I I III I j NOTES II 11 , I m 1 1 1 I co I I I I I A002 PLUMBING RISER DIAGRAM 23 IUS3.56/11.88 FACE MOUNT HANGER @ SINGLE 560 TJIs 1 1 1 IL JI 1 I I I obl I I I I I I m E—OPEN TO BELOW 0.1 I I GAS RISER DIAGRAM 24 HU412-2 FACE MOUNT HANGER @ DOUBLE 560 TJIs I I i 1 i I , i i j I =I I j I WINDOW SCHEDULE cy I IL JI I N 1 1 I•I I I i DOOR SCHEDULE 25 IUS2.37/11.88 @ SINGLE 360 TJIs UPPER ROOF I I I I j UPPER ROOF jII jI II III Ij II A101 FOUNDATION DEMOLITION PLANE+ 26 MIU4.75/11 @ DOUBLE 360 TJIs L r�0p A102 FIRST FLOOR DEMOLITION PLAN i 27 IUS2.37/9.5 @ SINGLE 91/2 TJIs a I IL JI i 1 1 1 1 III III I I I A111 PROPOSED FOUNDATION PLAN I ° r JI I 1 1 I L-------------------------------------------I I I I Al 12 PROPOSED FIRST OR PLAN 28 HB3.56111.88TOPFLANGE@3Yz'X11718"P-LAMS I I I L------------------ I I Al13 PROPOSED S CONDOFLLOO PLAN 1 1 1 1 1 1 I I Al14 PROPOSED ROOF PLAN 29 HGUS5.50/10 @ 51/2"X 1170 GLU-LAM I I 6" I I I I TYP I 2x10 BLOCKING I I I I A201 PROPOSED SOUTH-WEST ELEVATION I I @16"OC I I 1 , PROPOSED NORTH-EAST ELEVATION 30 HHU548 IL JI I I I I 31 MGU3.63-SDS45' I I I I I A202 PROPOSED NORTH-WEST ELEVATION PROPOSED SOUTH-EAST ELEVATION 32 'CUSTOM STEEL CONNECTOR I I ¢ p I I I I I I U O W U I I I I I I A301 PROPOSED TRANSVERSE SECTION 33 HGUS410 FACE MOUNT HANGER IL N m=Nm g N I j PROPOSED LONGITUDINAL SECTION LOWER ROOF p `- w � --� LOWER ROOF 1 1 I 34 WPU3.56/7.25 @ 3112 x 71/4 G-LAM I IL Ud ° Ud Ji I I I , A302 PROPOSED TRANSVERSE SECTION N - x WALL DETAIL SECTION-TYPICAL 35 HB3.5619.5 @ 31/2 x 91/2 G-LAM 1 , o 04 N o IL N 04 I I I I , E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN 36 PB66 POST TO PIER BASE I E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN I I , , I I E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN 37 ABU66Z POST TO PIER BASE I I I j l 1 1 I j I I S101 STRUCTURAL DETAILS 38 BC6 POST TO GIRDER CAP 2 STRUCTURAL DETAILS L------------------------------------------------------ j S1101 PROPOSED FIRST FLOOR FRAMINGPLAN 39 HU610 @ 51/2"X7 1/4"GLU-LAM -- -- -- L—————————————————————————-------------------------------J S112 PROPOSED SECOND FLOOR FRAMING PLAN S113 PROPOSED ATTIC FRAMING PLAN 40 HGUS46 FACE MOUNT HANGER 6" PROPOSED ROOF FRAMING PLAN r 41 HUCQ412 SIDS 2x10 BLOCKING TYP 2x10 BLOCKING @16"OC @16"OC 42 CPT66Z CONCEALED POST TIE ` 43 HU612 FACE MOUNT HANGER @ 5 1/4"x 117/8"PSL PROP. ROOF FRAMING PLAN PROP. ATTIC FRAMING PLAN � � 3 2 �5 pP'HEJ�✓FF�, � date: 4/23/2024 44 S-112 SCALE: 1/4" —- 1' S-112 SCALE: 1/4�� —- 1' roject: 685 BL n by:e.d. If kd by:c.j. N� ng �T 03154T �q Hof W�� S-113 chn frey #031547 revisions date % _existing situation 08-26-2021 { / _updated site plan(topography) 10-29-2021 ' schematic n design des development stage 02-10-2022 developmentdesign 02-16-2022 DEC s bm ssion stage 02-23-2022 1{ % design development stage 06-23-2022 TOS building permit submission 08-30-2022 8" { ' 40'-2 1/2"+/- 14'-6" 21'-6" % variance application set 05-09-2023 EXISTING 2 1/2" 1/2" i 7'-5" , 6" 20'6" 6" , esign development stage 11-09-2023 vIF / / design development stage 12-15-2023 biddinq set 01-12-2023 permit set 04-23-2024 { I revised ermit set 06-17-2024 +12.27(+12'-2 3/4') T.O.Wall f , P _ CONT.2 1/2"LEDGE ' PROVIDE ' construction set 06-24-2024 5/8"0 x16"L - { I / revised framing/section 02-11-2025 ----------------_._._._._-._.__._ ANCHOR BOLTS 0) > ' @32'o.c. T.O.Led e { T.O.Stair +11.43'(+11'-51/4') r{ rI r--1I I E r ------------------------ ------------------- --- •D,:_ ° Ir r{ II ?`'•.:c1'' --O) ---— ..,;:_t. 11I I / DEMOLISH/REPLAC E EXISTING RAMP I1 :;', III II( II II( :• I / P•U s4Q-=- )) Grade I VNTH EGRESS COMPLIANT PRO.CONC. �2-#5BARSHORIZ. --- 6PRO.CONC.WALL @TOP/BOTTOMSTAIR HAUNCHED 12@ TOP OF WALL VARIES W/5/8"0 x 16"1 GLV. Q ON COMPACTED FILL A-301 STEEL ANCHOR BOLTS Wall Q.- RAISER:7" /TREAD:111/2"(VIF) . . •c#t T N^1,+1222'(+1p_23/4•)@ 32"O.C.TYP PITCH SLABON 8"h x 14" �= w FTNG : 1 { 1 NC. WALL 1/8"PER FT I 1 r p L2 L I I'TI ON8"hx1O6 wFTNG I I 1 I j I / -t7, a • I ¢ U `n t = I :. I I 1 1 4"PRD CONC.SLAB E I ( _ �� I•rj t7 I I i4 io _ "_ I T.O.Wall_ ► ( AT GRADE ! 2#5 BARS { 1 UP I +10.66'(+10'8') 3'-1" 11" 111' I < ON VAPOR BARRIER —� ! 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B.O.Footin j _ EACH WAY P ,6.50' ,6'-6' +T VIF _ Z ( ) r % - bo BOTTOM I »" W r. j I I INFILL EXISTING EXISTIING i ri., CV "- 1 I r- --------------------__ _____-__________- ----� i I D O VVINDOW OPENING FOUNDATION WALL i ------------------------- -S ---- --- I I T 1 I f Q O 8' PRD. CONIC. STEM WALL , I I I 1 W/2-#5 BARS @ 36" O.C.VERT. j I I REPLACE EXTNG.CMU WALL CONTINUOUS 8"d HAUNCH I I • I � � � O O ON PRD. CONC. FOOTING I "" .; _ R-14 OPEN CELL AS REQUIRED AND TIE INITO _ ____ ______ I PITCH SLAB I I 1 ' ' { iN INSULATION EXISTING AND NEW PRO. @SLAB PERIMETER 1/8"PER FT I I I 11J a � O CONC.FOUNDATIiON ( I I I I /1/ J W/#5 BARS @ 6"O.C. EACH WAY @BOTTOM � ��* � � ;`.� 1 I I I 1 I LL M >., mid VJ/#4 S fRPS. @ 36"O.C. / REPLACE EXISTING DOORS I ( CONTINUOUS BEAM SEAT 2 I i I I ( I I I > O 0 r I LINE OF WALL AVOVE INTERIOR OF FOUNDATION III 1 I ( I 1 IN EXISTING OPENING - - WALL.SEE DETAIL A-111 I; T.O.Wall 4"PRD CONC.SLAB T.O.Wall 1 w p /`�(�/F�j 2 STEM FOUNDATION DETAIL TYP. i _ i i +'222'(+'223'4' QNVAPORBARRIER AT GRADE +'2.22'(+'2'-23'4") i ; / Z C/) I �i ' ' R-14 OPEN CELL 4"0 TUBE STL CLMN '`�• O O P I I ON COMPACTED FILL I I r { h I I I I �� - INSULATION 1L_ ON STEEL PLATE �* I I 1 I p f I ':? { + I' • I I 8"PRD.CONC. WALL 1 I j O 00 Z O "-" A 111 SCALE: 3/4 - 1 i l l 1 r 24"x 24"x 8"D I l I ! I I r r PRD. CONIC.FOOTING =`? W/#5 REBAR 6"OC EACH WAY ;i I' I I W/5/8 0 x 16'1 GLV. I 1 `O L_ J 2"FROM BOTTOM I STEEL ANCHOR BOLTS I I r____� �____� r___-- -----11'-21/2----------__t .;. CLNG:3'_6" Ii I I @32"O.C.TYP. 9 I 1 C U LINE OB EXISTING FLUSH 3-2x8s(2"x7 1/8"ACTUAL)GIRIJER ABV I I - - I_____------ PRD.CONIC. p 1 I ON 8"h x 16"w FTNG I I I I L _ i • PROP.CRAWL I. ----- -------------------------- �- I I U _-------_-___________-- - N 8"x 8"PRD.CONC.PIER I I I I 1 j PROVIDE OPENING FOR NEW ON 16"x 24"x 8"D 1$ I I Pro ,To of Slab I I I h . I I +12.22'+/- + { EXISTING STL CLMN. CRAWL SPACE ACCEiSS PRD. CONIC.FOOTING I 1 1 1 ( 1 7-2 3/4") j I ON PRD.CONC.FTNG. IN EXISTING WINDOW LOCATIiON W/#5 REBAR 6"OC EACH WAY j I I I 2"FROM BOTTOM i ,'!♦ ,t♦ rL EX.BSMNT.2 Ex.To of Slab i i ♦;♦ REPLACE EXISTING CMU WALL SAS I ,r' 7-T' T-3° I`)• I 36 • r r I 1 PRD.CONC. 4.87'+/-(4'-101/2"-f REQUIRED AND TIE INTO EXISTIING I i AND NEW PRD.CONIC.FO^NDATI(ON ? _ I I - -- I ��♦ CV r— I I <<• I 1 CLNG:6'-81/4" ... = O O = 1 O _ I` 1 t---------------------- ..- __---------------J I {� 171 1?/ PROPOSED AC DUCT I 1"rl 1�1 i N N � i i N � i •' L--------------------------- -----------------------J s I I / 1 1 -24"x 24"x 8"D 1 1 I I 1 io { 1 1 I ( PRD. CONC.FOOTING _ - - -------- I J -VW#5REBAR`6"�ACA�4AY- _ __—_�. ------ -__-- -__--_-__--- ----- --- --'1 I r j ♦ ♦ ♦ 2"FROM BOTTOM ♦ ♦ 1 1 I ,Ir »I• I •�• �. _ - _ I i CONTINUOUS BEAM SEAT / { 2 k' FURN. AH1 AH2 ih ( I 4"0 TUBE STL CLMN 1'4" i / 1,�„ PROPOSED AC DUCT 2 v i•"1 @ INTERIOR OF FOUNDATION , 2 j A-301 ON STEEL PLATE EXISTING SLAB T -�`�—�- 1 I WALL.SEE DETAIL 1 0 7 D.Wall_ I A-301 r•- A-111 _ ._M,.:. a 1 v 1 m 1 r r n - r �� I 8"x 8"PRO.CONIC.PIER 1 i I r•.r�e - O I N N 4" I I 0 2 x 24"x 8"D 1 I 1 O O ALIGNS' 7 1 I I11 I- PRD. CONIC.FOOTING � H j :', W/#5 REBAR 6"OC EACH WAY ♦ .1 v v I " NEW SLAB ♦ ♦ �I �'j'''•�'%:�`�, I ♦ ♦ •"� zv i CV C7 ¢IIII EXISTING i�l ? N z - 1 I H , e w IIII FOUNDATION WALL { 2"FROM BOTTOM L ______ _________ _ I , IIII v - PROVIDE OPENING IN FNDTN.WANLL C0 36 36 { R m IIII 11'-6" + * 1' { V w IIII FOR HVAC DUCT AS REQUIRIED o U PICAL 2 N ;I 0.000 o lilt W M 12'-10" i IIN { l` fill m ~' ' z IIII 0 r h 8"x 11'-6"PRD.CONC.PIER ON 2'-0"x 12'-10"x 8"D PRD.CONC. ( I A-302 ' m III I 0 `,~: - ? - N FOOTING W/#5 REBAR 6"OC EACH WAY 2"FROM BOTTOM { X LL w IIII INFILL EXISTING LL IIII EXLLJ .CRAWL - - i 2"PRD CONIC.SLAB v i.•I I / { WINDOW OPENING v N cfl IIII DIRT 3"-0" O O ON 3"COMPACTED GRAVEL - - N I I - dob # { z_IIII ~ + ~ * CONTINUOUS BEAM SEAT 1 • I / r -+IIII --�----r--T---r-- 2 ± + 1 @INTERIOR OF FOUNDATION I 1 r ih r IIII A-111 WALL.SEE DETAIL O O I 1 - OL P7.83'+/-(+710"lab * j. 2 F- j --- _ - -- -.,--„-„--.-.-1 1'I I CONTINUOUS BEAM SEAT IIII ♦ 7._,. ., w- I I .. •.T .:.•.c;:=.;'i_:��.`.�:>_ I I ° I WAN L.SEE DETERIOR OTAIOUNDATIOI� S L __________________ ___-__ L _iIH--J PROVIDE NEW NON-COMPLIANT :' ---- - -- - '� L----------------_---------- ---- ------_ -_-- -- --J I RE AIR EG SSST TO REPLACE _________________ fir.• - . IIII _- --- _.- -•---. -- ___ _. j "� IIII EXISTING FOR NON-HAB.BSMENT. ti; � -" �-� -f'��i4A "•'{ ���•-J I Co. IIII 4"PRD CONC.HAUNCHED SLAB I -__ { PROVIDE NEW VAPOR BARRIER e`:: —j r---------------- ------- ---- -------------------i "' I EX.BSMNT.1 ON3"COMPACTEDGRAVEL - I ';• I property address r "s IIII OVER EXISTING DIRT FLOOR r.: I °"' I r PRD.CONC. to P. I { IIII CLNG:6'-8,/4" Pro .To of Slab 1 ; i , ! - 685 Bungalow Lane { ; . IIII ';'• +11.72'+l-(+l T-8 3/4"+/_ T.O.Wall in Prop.To of Slab ;- ----------------------- ---_ _ ________i_ I 12.7 ( 2- ) i - Mattituck, Town of Southhold IIII 4.87'+/-(4'-1011 Y-) T.O. I IIII :. _ - 8"PRD.CONC. WALL +12 s(+Vz Wall I ,New York, 11952 j fill NEW -------I W/5/8"0x16"IGLV. 1 r IIII 4"PRDCONC.SLAB '' ------------------- - - I I ;r, AT GRADE 4— _ I STEEL ANCHOR BOLTS :},* { IIII ON VAPOR BARRIER ♦ I : '•. ( @ 32"O.C.TYP. _ T.O.Wall I ON 8"h x,6"w FTNG +12.22'(+12'-2 3/4' j Illj 7x co ON COMPACTED FILLlil I I I co ' lilt Pro Top of Slab ; ; drawing list ,. .:. , _ I 1 '+- t I I 2.22 I 12'-2 4"3/ +l- r A001 PROPOSED SITE PLAN I NG I 1 1 1 NOTES ATA } / STAT ' .. ♦ WINDOW OPE I 36"x 36"x 10"D 1 ' I INFILL EXISTII ;"• � I ., j------ 1 ,"}"---�-� NIING I I I `r 1 j 44 PRD. CONC.FOOTING I 1 s I W/#5 REBAR 6"OC EACH WAY 1 { 1 I .•�; I , (�� A002 PLUMBING RISER DIAGRAM { EXISTING EXISTING ( <V - i ;f I 2"FROM BOTTOM ----, I J,; i / D v ~ FOUNDATION WALL FOUNDATION WALL �r GAS RISER DIAGRAM j WINDOW SCHEDULE DOOR SCHEDULE 1 ? I 6"0 TUBE STL CLMN I ? 1 v ON STEEL PLATE N 1 ;• I I I 1 1 " A 6 N A101 FOUNDATION DEMOLITION PLAN { I I r I I I I I tI \ A102 FIRST FLOOR DEMOLITION PLAN r, I - I - V C 10' 1' - I I I � r J Attt PROPOSED 0 OSED FOUNDATION I OU ATION PLAN � I / O�rO A112 PROPOSED FIRST FLOOR PLAN ' Ekl I ��u W?W' I 1 t j -;' I 8E�9 �cJQ A113 PROPOSED SECOND FLOOR PLAN i ST NG rV (14.92) , Q.s Z o F 1 :r: 1 y. 1 V*�! O r lV-CO o�Q wow: Q 1 I _. 1 [ �(� A114 PROPOSED ROOF PLAN I� MFORM/NG I o¢� o w o X I : , I 4"PRD CONIC.SLAB I I I z w; w 1 1 ;3 I ON 3"COMPACTED GRAVEL I {: I , A201 PROPOSED SOUTH-WEST ELEVATION I yQ i I I I I PROPOSED NORTH-EAST ELEVATION A202 PROPOSED NORTH-WEST ELEVATION rr EXISTING I N m N I r I @ N I '. •_ I PROPOSED SOUTH-EAST ELEVATION S. CU 1. 1 O O O N I . y= / A301 PROPOSED TRANSVERSE SECTION PROPOSED LONGITUDINAL SECTION A302 PROPOSED TRANSVERSE SECTION WALL DETAIL SECTION-TYPICAL - -------------- -----J I I E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN , , I ,.:i;�;,,..: _,,;,'.;•.;,;+�;: ' ,� � E112 PROPOSED FIRST FLOOR ELEGLIGHTING PLAN L____ _____________�___________________-_________-____ ___ E113 PROPOSED SECOND ELECILIGHTING FLOOR PLAN { PRD CONIC.APRON S101 STRUCTURAL DETAILS 20-2�� " S102 STRUCTURAL DETAILS {I I pROp (20,20) S111 PROPOSED FIRST FLOOR FRAMING PLAN S112 PROPOSED SECOND FLOOR FRAMING PLAN 1 OSED S113 PROPOSED ATTIC FRAMING PLAN »- WALL KEY A-3o1 PROPOSED ROOF FRAMING PLAN EXISTING STUD WALL 10 8'-6" 1'-6" 8'-6" 10l NEW STUD WALL 8" 20'-2" ' 8" ' 5� .�CP�ER✓�F �F date: 5/30/2025 ; EXISTING MASONRY WALL 40'-2 1/2"+/- 14'-6" 21'-6" ' { cr 1 ; EXISTING ,c. ro ect: 685 BL "- EXISTING FOUNDATION WALL { kd by:c.j. NEW PRD. CONC. FOUNDATION WALL9 n # NEW STEM PRD. CONC. FOUNDATION WALL T 031541 �0 NEW PRD. CONIC. FOIUNDATION WALL 1 PROP. BASEMNUFOUNDATION PLAN F o� �r A-111 TO REPLACE EXISTING CMU WALL 111 SCALE: 1/4" = 1' chrl fret' #031547 revisions date 40'-2 1/2"+1- 36'-0" ' existing situation 08 26 2021 / EXISTING PROPOSED updated site plan(topography) 10-29-2021 A — schematic design e 21'-6" -_stag 12-10-2021 / design development stage 02-10-2022 , 8 1/2 7 1/2„ design development stage 02-16-2022 { 11'-6"+/- � 16'-1 1/4"+/- 11'-5 1/4"+/- 14'-6" 5 1/2" 3 1/2" '_ ' 19 5' , — BEDROOM 1 LIVING ROOM SCREEN RM DEC submission 02-23-2022 3" 1'-1 1/ " KITCHEN FOYER { - 12'-6" 2'-9 3/8" 6'-0 3/4" 1'-3" 3'-1" "' 6'-4" 3' 1" 3 1/2" 5'-1 1/2" 1'-4 1/2" 5'-0" 1'-4 1/2" 5'-1 1/2" 1'-1 1/ " % design developmentstage 06 23-2022 TOS building permit submission 08-30-2022 RO RO R RO RO RO RO RO RO RO , variance application set { 7'� / — �- / PP 05-09-2023 / / \ design development stage 11-09-2023 \ design development stage 12-15-2023 i bidding set 01-12-2023 permit set 04-23-2024 revised permit set 06-24-2024 revised P mnet/section 0�;17;2024 1 N T.O.Stair /� / \ g 0 11 2025 { +8.50-(+8'-6")VIF 4/ \ / r �j —' I \ � DN CAI { -� 10' -- >-CO E E DEMOLISH/REPLACE EXISTING RAMP l WITH EGRESS COMPLIANT 12 PRO. CONC. OM ._.__.___._. \ / 01'01 a) j ti STAI { ON COMPACTED FILL / ((( - Q < RAISER:7" /TREAD:11 1/2"(VIF) / I \ % E co c IZ I / / i___.__._. PITCH SLAB {{ __ x `r i 1/8"PER FT I "T O ' Z -8'_ C` 1- - - / { / 2 1 -PATIO / o CJ U w / STONE TILE \ / a #t A-201 / A-301 i EXISTING NEW LINE FBALCONY ABV 4-7 5 >- 114 (4 6 1 1 -CONNF / REPLACE BAY WINDOW I Prop.Stone Patio Y O / IN EXISTING OPENING PRD-GONG.STEPS RD.CONC:STEPS I +12.35+/- +12'-41/4"+/- I \ , { I AS REQUIRED -__. _ ...._ __.....__..�. ,-_�,..__-_._.._ _—.__ __---. PRD.CONC.STEPS \ E WAL GRAV L � „� Zx SKY PLANE LIJ ; . . SEE 2/A-2nr- --------r"7177 { EGRESS DN --T70------------------------------------ _ r SHELVES BENCH SHELVES 1 3 R (N t0 ' - --)...__---. j.__.- _. _ _J -_.._..._ I EGRESS OEGRESS EGRESS _ ._._ _ .. ._____ ` - Uj O ' EXTNG.2x4 STUD WALL I I I ' = �� - i i - N O 1 ( � �, -L-- - ----s- { 1 LIVING RM I O 1 L- TEMP TEMP TEMP -- -- - -- i --i- - M ,- O W/R-15 1NSLTN. I V --— -- - --- - - - - T / Q { I W/1/2"SHEETROCK 3/4"T&G WD FLR N I j I € >1 ,_ n o 0` { @WALLS&CLNG �-- I CLNG:7'-11" Ex. I I �._._._ - i., ¢ N to O EGRESS_ _ PROVIDE 4 1/2"SILL ..._.._. EGRESS � \ ___,_..-_-. I .. ......._..______,._,--. ---_._._._._.FL.____ � O 1 Zo N io I I u-1 O N � { = BEDROOM 1 L--------------- -- - --- -J I I KITCHEN 1 := .� ! ; " o t , ' C O O PITCH SLAB 0 W { LO o p 3/4"T&G WD FLR -I-------------- --- ---- -- ' i� �l C O { r- ------�- -, I I 3!4'T&G WD FLR I-- s 1/8"PER FT O vCLI _ i cy) f N I I I CLNG:T-9 1/2" Ex. I I I I 1 I - _._.. _ 3 0 mid CLNG:7'-9 1IT' Ex. I) I _ _-+._._....______ ___'__.. __=r w l III I I PROVIDE CONT. > j �� OPENING 1 i �I ' O O Y I I'I— DRP.GIRDERABV. I I W/NEW SITTING RM �y 1 1 w / \ O N c� HEADER ABV (Yn) SCREEN RM z I - 7 L(� JI I �/ 11 STONE TILE L [ I 3/4"T&G WD FLR I _.... __. _ I Y' N O� CV I { I I c3 I I I I ;,,, _ .'V`,=, I I CI VARIES I _. _ _ 3 _ CLNG:9'_0„ 9 J \ L / o Lui I , I I 4x4 POST - O { r� I L-CQ -------- ---------- ---- J-------- -J I o z I i 3 ,2 go N N M LO mI __ r- -------- ---- ----- ---- J-------- ao a I _. _... { ...._.,.__..__ > o 0 o z 00 z Y - ..___..___ o I� iv I I ; I I ( O I _ _ _ 4� �� rw Lo AO 1 x � of M II w i h i Pro .Finish Floor I I ; U (� LISLAND 0 i 4 I +12.47'+/-(+12'-5 3/4"-q-) i I ro .Finish Floor ! L———-------- --------- -� A o I I I 12.35'+l (+12'-41/4"+h) i \ { I ---------------o _Is I---� I a I N r--------------------- i { 1 I Go I I i i oo m UJ O W 5 1/2" / _ ^' 1 I I IZ I I Nw �0 cn I RUN FLOORING UP STAIR O n LL w O iN J I TREADS AND RISERS CONT. O U, r- < u e 0�{ N Prop.Finish Floor iv i I I 1 I - LINE OF HVAC SOFFIT ABV r +12.4T+1 (+12'S314"+/) - ---r------- -------- -- I17 L-------- ---- --- i �i----'------M -J l J---J -- j -- -—N LINE OF BEAM ABV ---- I i ( RED CEDA ELO -- ENCLOS �u i i — --r'r ---------T— -- _ - . 1 1 1 All 1 1A -..-.--- ----- -, { D. O 1 I I _tl I.^_- CLOSET -1 1 h- I N N I ------ L _-- -__._ I L____J L____J L____J L____J INN I N N 1 -, �_ i � 4x4 POST ALIGN TOP OF tI1�W SUBFLOOR ( N I I / { I 1 1 1 I I Y I Y A I Y 1 I I DINING RM I I 5'-0° W/rOP OF EXTNGI FINISHED FLOOR I I I m yl .___.-.__.. ..__-_,____-.e,.'- 2 { I I 3/4"T&G WD FLR I O I I I ISLAND 3 1/2" 3 1/2"I I I o II LANTERNo" I 113 1/2" 5'-0" 3 1/2" 3'-10„ -0114"I - ---�a II ABOVE —� t�a �� 2I-----� r---- 1 0 o I v sxtl _.�- -` SAUNA .._..__.-.--...._ ! 4.0„ ..,�lr.-�- _ _ aZiiI I LINE OF RIDGE ABV I OT i iv I r-------- --- ----- - II I I _ \ ! o O -- O� --- ---------�-- TILE \ / O vQi O Il�rr {� + 61 I I - I CLNG:8'-0' t I I - -�-- LINE OF BEAM ABV _ i ( i UT SHWR I I T-81/2" 31/2" 3'-6" I I N I ` i I I I IPE _ -a__ - r ; I i In = = I v FOYER cal i I i In I I /{ I I O I BENCH O rnO CLNG:T191/2" Ex. FIREPLACE ------ - o's_ 1 O - iM I_ L _�__ J I g >1 9 I BATHROOM 1 - c� 3/4"T&G WD FLR 1 I I WASHEIR 1 DRYER I + � � � � � , O CLNG:VARIES �-_-- o PWDR RM PANTRY I I _- ¢ ._ __.._ �. , ! Mo 2 I ~ W ------------ %' An LNG:T-9 1/2' LNG:T-9 1/2' U pm- I 2x6 STUD WALL TYP. I LAUNDRY 1 t I �I Z I co TYPICAL A-30� TILE 3/4"T&G WF I A-202 m - O =-1 a I W/R-211NSLTN. _ OI I' - O Y`I ;v,.,,;,,•, "o, W/1/2"SHEETROCK G� I aD O I I CLNG:B'- I I t _ _ N I I f I WX 13 ,. , !=m @WALLS&CLNG CV � I { I ---- ==1== >I.... PRE SAUNA tl I ¢ �� i i N Q - dob # 1 i I �I TILE II; '..1_, z o HALLWAY w M I t I I 0I CLNG:8'-0" 3/4"T&G WD FLR t° Ex. Finish Floor -00 PROVIDE PROVIDE 5 1/2' 12'-5" 5 1/2° 'L T-8 1/2° 5 1/ I W / r W In CLNG T-11" Ex. S oho N O N 41/2"SILL -.. s '< io +12.41'+/-(+12'-5"+l) oZlr 4 1/2"SILL - - 1 _ � I If M I M to IIIRDN 1HR FfIRE _ BENCH SHOE I 'r CLOSET — I I BENCH i AC 00 I 1 { 1 14 14 13 RTD OR ---- ORGANIZER I I ------ CONDENSER O -202 { 0 1 o LEDGE N I \ c ° PROVIDE NEW reMa K Ii T I { 1 TEMP K I 1 R I I I I I I > r----1 NON-COMPLIANT / _ -- 11-- --- PORCH -- __ 12 1 R_ I I , MLO { CV CV LINEN BENCH M = I ATTIC I EGRESS STAIR Z i I I i I ACCESS I TO REPLACE w k Cl) L-----I EXISTING FOR m i Or ( I._.__._._ ----- 1 REss _ „ STONE TILE EGRESS Z 1 _ _. _____. _- -' I € - -----_ STO GE I I STORAGE2 I I - w property a SHOWER NON-HAB.BSMENTF N ,i. i Pro .Stone Patio r --- --- { --------- I I I iv o address { LO o BEDROOM 2 N --I-- A -_{. Q___..__i._ sxs ! / o r ==1=- BEDROOM 3 N ; +12.10'+l-(+12'-1 1l4"+l-) --'-" I I POST I I 1 AC , { N 3/4"T&G WD FLR M --I-= N N (I 100 0 685 Bungalow Lane r 3/4"T&G WD FLR i CONDENSER " 1/2" BATHROOM 2 --'-' - PROVIDE DRAIIN PROVIDE DR I I I 1 j 1 (V vi Y m - ICI Ex. I DN AI GRADE; I I I I New MattlYork, 1�952of Southhold { - ( ---_ jATGRADEI 18 L--� 18 I w � TILE =I_ � ffj I 1 R 1 1 I I c ' ` N /,� O �� �I �i� I I I I j 9 N � + � I - I-- ' ' N 0lo � O RED CEDAR SCREEN °1 M 00 --�- i o N -- - _ 1 I I u n t i PRIVACY WALL _ co ---- r LINE OF OVERHANG; BV I ! I I I / 1 c, ==i== ---= i'i 1 A-302 o I 1 I O !Ij a 3'-0„ 11 M / 1 ' { I --'- A-302 drawing lis t st i W r------------ t3 MT----------� I I I j� �j I 1j i J 10'-0,, I ( lm Pro .To of Slab LL LL PITCH SLAB > MIN { A001 PROPOSED SITE PLAN v I ¢ 10 01 1/8"PER FT Q1 I \ ' STAT w 1 I I I Io +12.22'+l (+12'-23/4' IU U)1 �I 1 ' � ' NOTESATA AC 1 I Prop.Courtyard i to o I= =I I of I N \ CONDENSER I 10 - 6"0 TUBE STL CLMN ILL U_ •l� w1 I A002 PLUMBING RISER DIAGRAM N o o O l { WINDOW SCHEDULE EXTNG.2x4 STUD WALL Iw N ON STEEL PLATE Iw w1 wI ; I O GAS RISER DIAGRAM j I 1 I W/R-15INSLTN. I I� I� zl zl 1 I v 1 I W/1/2"SHEETROCK I L �I DOOR SCHEDULE { I I @WALLS&CLNG I --- ---------- -- ---------- I 1 . I - w A101 FOUNDATION DEMOLITION PLAN I EGRESS ( I EGRESS 1 I GARAGE 1 I ! o Q A102 FIRST FLOOR DEMOLITION PLAN PRD.CONC.SLAB I 4 f/ 1 ----J L-----^ ------ ---J CLNG:8,_0„ < J ----------------- ----- •-o = A111 PROPOSED FOUNDATION PLAN IxzzzzzM= I !{ EX/STING II�14.92r / ss3a�3 / ssaa�3 PAVER M r----- -------- ------------- ! �lJ I M A112 PROPOSED FIRST FLOOR PLAN f NON CO 1 O H S 1 3 1 r , i I / A113 PROPOSED SECOND FLOOR PLAN O f PITCH GRADE I i ( 1 I f I Al14 PROPOSED ROOF PLAN I I I I A201 PROPOSED SOUTH-WEST ELEVATION _ � I PROPOSED NORTH-EAST ELEVATION i PROVIDE 1 HR FIREPROOF 1 ' { Y � EXISTING NEW iv ,' I I SHEETROCK @CEILING I I { A202 PROPOSED NORTH-WEST ELEVATION iv PROPOSED SOUTH-EAST ELEVATION DN o i I I 1 I ! o j A301 PROPOSED TRANSVERSE SECTION DEPE] ao ao�ao ao o I I DN Q { PROPOSED LONGITUDINAL SECTION I o NEW STONE RET.WALtL I i i I, 1 R w CV {I A302 WALLPROP DETAIL SED SECTIONSTYP TYPICAL - I W j w 12,_ —� { E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN l o E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN C -� — 4--—————— ------------ SKY LAN E -------- ;' ------ E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN nGv z SEE 1/A-201 { S101 STRUCTURAL DETAILS PRD CONC.APRON —� ` ; , 20.2��2 f S102 STRUCTURAL DETAILS (20 2 S111 PROPOSED FIRST FLOOR FRAMING PLAN / ❑ PRODOSEp 0� S112 PROPOSED SECOND FLOOR FRAM"ING PLAN 1 1 Prop.Grade ' f S113 PROPOSED ATTIC FRAMING PLAN +12.00'+/-(+12'-0"+/) �J { PROPOSED ROOF FRAMING PLAN WALL KEY A-2o1 � A-3o1 . . ' 12'- _ 9 1/2" I i EXISTING STUD WALL RO Ro" 2'-5" 4'-1" 9" 3'-3" 9" 4'-1" 1'-3 1/2" 8'-0" 2'-0" So'0" /{ „ �- . \ RO RO RO RO 9 RO t S. 1/2" RO NEW STUD WALL 3 1/2" 1'-f}— 3 1/2" 2'-11 1/2" 3 1/2" 9'-3 1/2" 3 1/2" 3'-3 1/4" 3 1/2" 1 '- 1/4" 3 1/2" 5 1/2"' ' . �' 20'_7" 1'31/2" BEDROOM2 BATHROOM2 BEDROOMB� GARAGE 5 1/2" GARAGE ❑ l ` ��pPHER,/F�� date: 5/30/2025 EXISTING MASONRY WALL 12'-1" 16'-1 114" 12'-0 114" 14'-6,r _ (0 rQ �F� r C` FOYERC A EX STING FOUNDATION WALL „ - 21'6° oject: 685 BL 40'-21/2" 36'-0" EJ ' n by:e.d. EXISTING r _ �.... �— NEW PRD. CONC. FOUNDATION WALL 'PROPOSED - -- kd by:c•j. � Y NEW STEM PRD. CONC.. FOUNDATION WALL 1 (P ng 031541 � PROP. FIRST FLOOR PLAN 9T � NEW PRD. CONIC. TING CATION WALL 112 SCALE:P. F — 1 OF N5 A —1 12 TO REPLACE EXISTING CMU WALL chrl frey #031547 __ _____________Max_Bldng.Heigh ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- revisions date 46.00'+/-(46'-0") _existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 design development stage 02-10-2022 _design development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 1 TOS building permit submission 08-30-2022 variance application set 05-09-2023 A-302 design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 revised permit set 06-17-2024 construction set 06-24-2024 revised framing I section 02-11-2025 I I I I >-u0 E E Cal 00 � ",I- > o I I I I� w #- 2 STANDING SEAM 2 STANDING SEAM ' I' 1 Q 4 Q <C A-201 I METAL ROOFING A-301 I METAL ROOFING I; A-201 " .i CL. I I` `'0 CZ. 1 I' "G O Z 1 I I Z3 � � ''�� Lr) h \ ID I ID i --- --- --- --- -- -- --- --- j O O o - - 1 Q�Q I EGRE� —W — — 1� 00 I W _ — — — — Ex.Tog_of Roof II / _ i _ N Zo 24.54'+/-(24'-6 ------ (0 I 12 00 1 - STANDING SEAM_ METAL ROOFING lo I II I I I I I I I I 0 O --7xT0'FAFILRS; ----- J i i L----------------- - --- - --- --- --- --- --- -� I -- -------- — ' r - - ------------ ------ —_—_---- Q o @16"OC 51/2"x 9 1/2"APB BEAMS — P-o -�O OfWall ------- 0 W/R_38 INSULATION --- - - +21.10'+l-(21'-11l4"+l-) 0 Pro pTo�ofWall ------- 0�- tt o 19.72'+-(19'-8 3l4"+l) C O O -------- j --- - 1 2x10 RAFTERS y�i I I 1 id @16"OC 1 �- _NEW 3 112"x 9 1/2"APB / \ _ I TYPICAL EXTERIOR FINISH NOTE 3 �./ TTT 6 TOEWEATHEREWEAVECORNEDRSG - 0 �- � W/R-381NSLTN. TH YELLOW I l.. _ / \ �.I _1_. I'._ll 0 W/ HYDROGAP NATURAL BREATHABLE HOUSE WRAP 1 O N 22 21 1 .1 ( NEW 4x4 POST BHND. 0 1 W/5/4x NATURAL YELLOW CEDAR TRIM L ` co cc _ I = I I o0 I I - , / \ w 1 , C? z C� N M PATIO C?o o a SITTING , i FOYER 00 1 ORCH' I I = I bo _ w ROOM I 11 -r+ 2 x 6 STUD WALL TYP. - I DRIVEWAY z o° o " "� 1 tt W/R-21INSULATION — { LO DO z POCKET DOOR Q I 1 I 11_..3/4"T&G WOOD FLOOR ON I 1 � .� i - —I STAIR TO I I.3/4"PLYWOOD SUBFLOOR �_ "- I 1 I 1 TO SCREEN RM I , 2ND FLOOR , - 1 � 4"PRD.CONC.HAUNCHED E RY SLAB W/STONE CLADDING Pro1st FI Subflr- E&__bo S oe P�fio Pro o_ a'�rd - -- IN- Prop. 1st FI Subflr. - --- - - - _ +12.10�,-ZA 1/4"+/- +11.50'+/ +1l'-6"+/- --- —.. ._ �_ ---- -J U +12.41'+l-(+12'-5"+! -------------------- — - _ _ --_--___ ------ PfqL.Grade ----� Avera a E:lev.of Nat.Gr ade � --- 4 I ; I �"° �Y \ \ \ �\ \\' \ \t -.��r,����;y.�4�3.�•\ \ \ \ \ +12.00'+l-(+12'-0"+l-) � i ask .r' \\ �\ \ 11.00'+/-(11'-0"+l i \ I I s' �� \ \\ \\\\N�\'\\\\\\ \ \� S..., 1 I \ S ',• \ \91/2"-230 TJI @160.C. R-10 BRD.INSULATION NEW 5 1/2"x 9 1/2"APB M Ex.To of Wall \' I W gw. \" W/R-30 INSLTN. _J I L i \ \ 8x8 PRO.CONC.PIER J CRAWL SPACE R-10 BRD.INSULATION \ \ \ \ F� � , `7 I 1 10"PRD CONC.FND.WALL Cl) ¢ �. \ \ .. .;.:•:: •:., ..- .,..,. ... :.r.' ."�' .:.:.: ...::.:..:,,_...:; .'.,•,.. .,.,..,....,.. ,:...:� ,\ 10"PRO CONC.FIND.WALL CONC.2'PRO L ON VAPOR BARR ER .2wr6r.. _ — ON COMPACTED FILL Ex. of Slab �—_—_—__ A O TRANSVERSE SECTION. A-301 A-302 V-3ol SCALE: ------------- N1ax_Bldng Height ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Max._ Bld_ng.Height---------------- 46.00'+/-(46'-0") dob # 1 A-301 S EE 21 ''- :0'2' Poo Top Roof_—_— _______ r 7.50'+/-(37 of'-6") ________ property address r, STANDING SEAM METAL ROOFING 685 Bungalow Lane, WOOD PLY 2-2x12 RIDGE BOA D ON k,- ON 5 8EATHABLE APOR BARRIER Mattituck, Town of Southhold 2 x 10 RAFTERS @ 16 O.C. \ New York, 11952 W/R-38 INSULATION 12 12 '' 1 STANDING SEAM METAL ROOFING H� \ �8 2 ON BREATHABLE VAPOR BARRIER \ W/R-38INSULATION COLLAR TIES 2 x 10 RAFTERS @ 16 O.C. A-202 ON 5/6"WOOD PLY 2 2x12 RAFTERS @160.C. r- --�� rc, drawing list t""'"""" "" 2x6 COLLAR TIES @ 32"O.C. TPRD.2"PLF W/R-38 INSULATION f$ A i A A A001 PROPOSED SITE PLAN EXISTING INEW .0 6 °' ------ PrO�TOP Of Wall-- STAT DATA _a 29.65'+�-(29W 7/8"+/-) ------- -- NOTES x A002 PLUMBING RISER DIAGRAM O � T _-��.-.�Y 2 x 6 STUD WALL TYP. i AM o M / I WINDOW SCHEDULE Cl) pp W/R-21INSULATION GAS RISER WINDOW SCHEDULE NEW EPDM ROOFING ' DOOR k. I i / _ ON NEW ROOF STRUCTURE 1/2"SHEETROCK O +; O\�r t, ; / � I-, NEW 2x4 SHIM _ O O O V EGRESS 7 (� EGOS I I < O O S A101 FOUNDATION DEMOLITION PLAN 1/2"PLYWOOD SHEATHING A102 FIRST FLOOR DEMOLITION PLAN Ex.To-e-of Roof ON EXISTING ROOF STRUCTURE ❑ ❑ R" PRMRY HOUSDROGAAP BREATHABLE --------------- --- -- _- \ i A111 PROPOSED FOUNDATION PLAN ;4.54'+/-(24'-61/2"+/) KNEE I I EXISTING I I KNEE BEDRM�� c ; NATURAL YELLOW CEDAR SHAKE SIDING,6" A112 PROPOSED FIRST FLOOR PLAN STANDING SEAM METAL ROOFING \`� WALL �� '� "CO " TO THE WEATHER,WEAVE CORNERS 00 I I TRUSS I I WALL ----------------- Al PROPOSED SECOND FLOOR PLAN T ON HYDROGAP BREATHABLE HOUSE WRAP I I I I W A114 PROPOSED ROOF PLAN 1 J'x 11 J'LVL `.`� I I I I ���� 1 „x 11 j"LVL ------------------------------------------ ---------- ® i M 3/4"T&G WOOD FLOOR ON ________ ______________ s 3/4"PLYWOOD SUBFLOOR Pro 2nd FI Subflr. A201 PROPOSED SOUTH-WEST ELEVATION I I I I PROPOSED NORTH-EAST ELEVATION EXISTING i i i i EXISTING - - __—____ -o___ —_—_—_—_ ATTIC r- ----------J-------------------------'J----------- - 1 ATTIC 21.56'+I-(21'6314"+/) -- Ex.Toaof Wall ______ ---_--- Proo T�of Wall — — — — _ -- --------'----- �`� 20 51+/ 6118 0 PROPOSED NORTH-WEST ELEVATION 20.27'+/-(20'-31/4-Y-) __ __.....__._.-...,_..__._._-......._....__._._.....__......._.._-__.._..._.-.__...._____.____.__-..._..____--..__.._ i><` - A22 PROPOSED SOUTH-EAST ELEVATION , EXISTING CEILING JOISTSFLOORING UP STAIR 11 7/8"-360 TJI @ 16 O.C. I _.... _ . W/R-301NSULATION TREADS AND RISERS CONT. W/R-30INSLTN. A301 PROPOSED TRANSVERSE SECTION NEW 2-1 314"x 9 1/2"LVL I --� i } / \ :•«, �. PROPOSED LONGITUDINAL SECTION / W8/8"STL PLATE FLITCH BEAM \ f �; ( f / \ 4p$ EXISTING STUD WALLS i ?j S / I' i M; ti i/ ;i \ IK 1 2 x 6 STUD WALL TYP. ! / +,' NEW 4x4 POST +I / ;i ` �( / E la, q HVAC DUCT W/R-15 INSULATION ;� W/R-21 INSULATION - A302 PROPOSED TRANSVERSE SECTION �+ I N ; �' /� TO WALL DETAIL SECTION-TYPICAL r ,.<..: _- ....::..:; .._. I i EGRESS 1 4� EGRESS` O 1/2"SHEETROCK I' ( SAUNA SAUNA FINISHES BY OTHERS E111 PROPOSED BASEMENT ELEC/LIGHTING PLAN r` rn BATHRM 1 BEDRM 1 ( � -, , ,• \ LIVING RM / E � 4+�1 _._.._._...-_ � ` 1 +.� .—KITCHEN SITTING RM � r" to , _.......::..._ ', , i h I I E112 PROPOSED FIRST FLOOR ELEC/LIGHTING PLAN I II \° C/ \ �/ ® F 3/a"T&G WOOD FLOOR ON E113 PROPOSED SECOND ELEC/LIGHTING FLOOR PLAN NATURAL SHAKE SIDING,6"TO THE `^ ... ^^ - __.---;- I F it - 3/4"PLYWOOD SUBFLOOR WEATHER,WEAVED ORNDERS I w- - ALIGN TOP OF NEW I' _____ _ �. - _ S101 STRUCTURAL DETAILS ON HYDROGAP BREATHABLE AY4-- -_ .�.-.. - - `- NEW 3 Wm ^4 ,_, a ---J -2x 8 BEAM SUBFLOOR W/TOP OF T\� TO 9 1/2"-230 TJI 16 D.C. _ Pro . 1st FI Subflr. 5102 STRUCTURAL DETAILS p----------- _r -. .: ,;.,;:-,,> ;: :.-,..-..,,:.:-:.'. _..-._."..:.. ...... .:.. @ r +12.41'+/-(+12'-5"+/-) 1 HOUSE WRAP _.-..._-___.._ .__._ EXTNG.FINISHED FL. _,,.,;P... '%":•'"•:%'vw ^•:5' ) o r' W/R 30 INSLTN. S111 PROPOSED FIRST FLOOR FRAMING PLAN Pry. 1st FI Subflr. ! _.___..._ ___J L_-_ - -- -_- "---'---' — TO of Foundation— — S112 PROPOSED SECOND FLOOR FRAMING PLAN + '+ + '- — �- �----- -r ---- 12.41 I 12 5"+l- ( ) WATERPROOF/PARGE t. S113 PROPOSED ATTIC FRAMING PLAN ---- .22'+/ 12'-2 3/4"+" j EXISTING FOUNDATION ---_- i` `_ ��- --- r- 1 - ---- -------------------I _ _------ -_____-_-_--_-_--___-____---- - ;- Avera a Elev.of Nat.Grade PROPOSED ROOF FRAMING PLAN -------1-Avera e_Elev.of Nat.Grade ---'--------------------- ------- I - ---------------- INFILLEXISTING.---- -+ -----------------------------------------='---------- - -------2asAEe�oaa6a -------{ - g ----------- ----- P s. --f I \ _. BASEMENT WINDOW �s- d - - - + ---- -------- 11.00'+/-(11'-0"+/-) I / l mNSFrjeH+Fln \ 0 +l-Entj L--------Ex. of Wall _� ,.. _,, �_ z \ \\\\� \\ � , i ; \ EXISTING cfl 12.00'+/- 12'-0"+I-) 11.69'+/-(11'-8 3/8"+/-) + -T "\ s 2x8 JOISTS EXTNG. BASEMENT CRAWL SPACE I R-10 BRD.INSULATION Grade _—_—_—_—_ \ 4"0 TUBE STL CLMN i 10.50'+I- 10'-6"+/- 01 EXISTING ON STEEL PLATE cc) 6 _ \\� M \� ��pPHERJFcc ��` date: 5/30/2025 =` � \' � 1 � COLUMN ON 24"x 24"x 8"D CDW ; '�- "'� 77 8 PRO CONC.FND.WALL Ui \I /; .. .���L� \5 4 L \\> \ s o)ect. 685 BL EXISTING FOUNDATION WALL PRO. CONC.FOOTING t \ \ ' ��� ` =, \ _---------_-----_— Prop.Bottom of Foundatlon _ EXISTING R-14 FOAM INSULATION l \ \, \ 2"PRO CONC.SLAB 7,00'+/-(7'-Q"+/-) n by:e.d. PRO.CONC.SLAB EXISTING COLUMN @EXTNG.FNDTN.WALL \ \ ON VAPOR BARRIER \ N R-14 FOAM INSULATION \ ! i i \ I /�? ! \ \ ON COMPACTED FILL kd by:c.j. �\I ss \ \ \@ EXTNG.FNDTN.WALL i `a i; I' \\\\���\�\ -----' Ex_Toaof Slab ------- \ I „ . . .. \ n :: .:.. ..., :. \ LONGITUDINAL SECTION -v�� 031 SCALE. 1/4„ 1, c of t4s� trey�o\\ _ , A 301 hn #031547 revisions date existing situation 08-26-2021 updated site plan(topography) 10-29-2021 schematic design stage 12-10-2021 design development stage 02-10-2022 desk' n development stage 02-16-2022 DEC submission 02-23-2022 design development stage 06-23-2022 TOS building permit submission 08-30-2022 variance application set 05-09-2023 _design development stage 11-09-2023 design development stage 12-15-2023 bidding set 01-12-2023 permit set 04-23-2024 revised permit set 06-17-2024 construction set 06-24-2024 revised framinq I section 02-11-2025 >,00EE tD v O O C6 ry S� U-) U U "It O 'It N v LO r r. QQ Ems '' �O a . -a � � 0a. z us G h • + U '. _ h N Q-(0 U t'7 zt S #k 16 LJa DBL ' �r -I r q i r15 m r �� U--I U 2x10s @ 16 O.C. I > z 6+ TPRD.1/4"PER FOOT 0 z — �06 +y�� L) w O O co tr Q°\° --C O J - ---- - -------------==-_'E_��1- ---; —� —� -- i —�v-- I --'�-— _ `-------------1L----- ----- -__ 11 7/8"LSL RIM BOARD - J L 15J L 1PJ - 11 7/8"LSL RIM BOARDpo� - - 11 Ii ll ! � II \\—•—•— —. - L o r ------il-------------- " JI---II--Ili L-- i--- t-- L-- 1-- L--) �-- __ _-, 11 �it---il 1 t! 7 Ii ll ,o sr - Ile. __.1�D1�--------i�DR.- F7p( ----_L_ i�r:—___-_____ -==c- __ ____.__.___...._______.._„•._- II II I 1 I I I i I , + r-�o--._._______=__-„-____.___ ._-.....______ , f I II If II I l) II II II ileF( °sw iFi ,, !I r I II I I -- -- - --- - --- - -- -- - -- �#� -- -- -� ( C o O it I I !I /r/ 111 II I! III III Ili Il,I ill UI IgI I r I I I a II I I II rri III II H III 1 I I I ! I II a�. !� I `��\ II j tl Ui T I Ifl ul II Irl--�9�`G===.-_--===1L-----__ __1 JI 2x10 RIM BOARD I 1 1 -� 3 0 I LII t 1 II [ _ I _` o it 11 .I t 4t , ! li \\ 6 + T O , II I I II /i II I Ip it II I! II it it Ii I! 11 it II I II \\ II F�osr,r I L -- -- -- -- -- --- -- - -- __ __ I I I I � O n I! 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