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Home My WebLink About49359-Z Of SOUTyofo Town of Southold * * P.O. Box 1179 �0 53095 Main Rd Uff" Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46466 Date: 09/03/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1750 Hobart Rd Southold, NY 11971 See/Block/Lot: 64.-3-3.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 05/08/2023 Pursuant to which Building Permit No. 49359 and dated: 06/12/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling with an unfinished basement, covered front porches, rear covered porch, 2nd floor balcony, sunken courtyard, and an attached garage with unfinished attic above (for storage only) as applied for. The certificate is issued to: Hobart Road LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1559 02/05/2025 ELECTRICAL CERTIFICATE: 49359 12/02/2024 PLUMBERS CERTIFICATION: Brad Piecuch 12/09/ 024 JA utho a Si ature l sn.MI't TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S,OFFICE "may • 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#: 49359 Date: 6/12/2023 Permission is hereby granted to: Hobart Road LLC 1 PO BOX 806 Southold, NY 11971 J To: construct single-family dwelling as applied for per SCHD, DEC Non-Jurisdiction & Trustees Non-Jurisdiction letters. At premises located at: 115b Hobart Rd, Southold SCTM #473889 Sec/Block/Lot# 64.-3-3.1 Pursuant to application dated 5/8/2023 and approved by the Building Inspector. To expire on 12/11/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,323.20 CO-NEW DWELLING $50.00 Total: $3,373.20 r Building Inspector o��pF SOUr��l � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O..Box 1179 G Q Southold,NY 1 1 97 1-0959 Jamesh southoldtownny.gov OUNVI BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Hobart Road LLC. Address: 1750 Hobart Road city:Southold st: New York zip: 11971 Building Permit#: 49359 Section: 64 Block: 3 Lot: 3.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Platinum East-Electric Electrician: Kieth License No: ME-34091 SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 400a Heat Duplec Recpt 112 Ceiling Fixtures 45 Bath Exhaust Fan 6 Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 22 Smoke Detectors . 5 Main Panel 2/200 A/C Condenser 2 Single Recpt Recessed Fixtures 141 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 50a Ceiling Fan Combo Smoke/CO 4 Transfer Switch 1/200 UC Lights 15ft Dryer Recpt 2 Emergency Strobe Heat Detectors Disconnect Switches g5 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge, 1 micro, 1 hood, 2 washers, 1 dishwasher, 3 tankless water heaters ,1 gas fire place Notes: HOUSE Inspector Signature: 01"tDate: December 2, 2024 1750 hobart road i 1,. C GYvft foal[Artier Ti ' rta t631}765-18 _0.Sox 1179 co co V 13lJR lNG IMMR 1 TOWN OF SO�t3LD JUL 2 3 2025 �`.:. Suildirig p,'p�irk:vinrz; 1;E �A3T�N Town of s c151:hMF Date: / 7 Builtiag l t-Na. Owner: —hCL (Tease Wit) Plumber_��24eX-L c� (please print) certifV that the solder used in the water supply system contains less than 21I Q©f 1%lead. r Muni � 1 � iuers S gnatm) Sum to before me this day of Run hte-r : 20 NotaryPublic, � Co Si3A.FlI� " NPubIr,- waiRBM459 Z02tt J OF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] UNDATION 1ST�� [ ] ROUGH PLBG. V&PPOUNDATION 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 REM KS: � 1 ' LDS Rem .# C DATE I'J INSPECTOR WWI- q SOGTyo6 * # TOWN OF SOUTHOLD BUILDING DEPT. oum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] 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: q lidYl S7�2UGl oh, Piljx,, ,Gt G¢-• r--VU44'ovl I oc, ion irk . baur DATE / a3 INSPECTOR � � �O�apF SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 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 [ ] NTAL REMARKS: oz Af DATE R' �I Y INSPECTOR qlf so # TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `�couKtv��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION (vi ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: Pin ( 6-�f �► DATE INSPECTOR OF SOUTyolo # TOWN OF SOUTHOLD BUILDING DEPT. �o • io cou 631-765-1802 INSPEC 7] ROUGH ON [ ] FOUNDATION 1ST 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: jrjx (M." va DATE bm,61A INSPECTOR souTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: &A 2/ 0 DATE INSPECTOR 7Z QjF SOUTy�� # * TOWN OF SOUTHOL'D BUILDING DEPT. IOU 631-765-1802 � INSPECTION [ ] FOUNDATION 1 ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: X�A( e-s; W ov, C9 c/19-1— a W C f �[GLjut, . DATE I ?SOY INSPECTOR OF SO(/lyO6 61 V 5-q / / 5-o - # # TOWN OF SOUTHOLD BUILDING DEPT. u�►� 631-765-1802 JNSPECTION [ ] 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: �e Co Smo ke-, , ntem,+ need sw�o w�k� 1644 ap� em"s a c C, ®�� t, rod' 5e jac MCLAK k1f, er� likA acm-CL61 e, iz DATE INSPECTOR . OP SO(/lho6 ✓o -\ --- # # TOWN OFSOUTHOLD B ILDIN.G DEPT. Rev coum, 631-765-1802 &�� V�F, INSPECTI-ON [ ] FOUNDATION 1 ST/ REBAR j ] ROUGH PLBG. [ ] FOUNDATION 2ND [_ ] WULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL �I [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION -[ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [. ] RENTAL- REMARKS: ' 1 0� 10Y . .ems 5A-1AN . - nA V� LAX DATE INSPECTOR i Load Short Form Job: Hobart Road - - wrightsoft� Date: 2121/23 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: ✓ Hobart Road, Southold, NY 11971 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 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_1st Floor 2239 35145 35280 1900 1900 AH2 2nd Floor 2315 37778 33341 1583 1583 Entire House 4554 72923 68622 3483 3483 Other equip loads 10593 1490 Equip. @ 1.00 RSM 70111 Latent cooling 8022 TOTALS I 4554 I 83517 I 78133 I 3483 I 3483 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. "> Wright'SOft' 2023-Feb-2115:21:08 RightSuite@ Universal 2022 22.0.05 RSU20822 Page l �C� ...uments\Wrightsoft HVAC\Hobart Road_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: Hobart Road wrightsoft° Date: 2121123 AH1 1st Floor By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Hobart Road, Southold, NY 11971 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-240/130H Cond -RA1360AJ1NA AHRI ref Hot Water Coil ATQ2-1724 Coil RH1T6024STANJAUSA AHRI ref 7509526 Efficiency 95 AFUE Efficiency 11.5 EER, 13 SEER Heating input 130000 Btuh Sensible cooling 39900 Btuh Heating output 85915 Btuh Latent cooling 17100 Btuh Temperature rise 41 'F Total cooling 57000 Btuh Actual air flow 1900 cfm Actual air flow 1900 cfm Air flow factor 0.054 cfm/Btuh Air flow factor 0.054 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 Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Dining Room 265 4542 3708 246 200 Family Room 339 5002 7999 270 431 Foyer 346 5971 4925 323 265 Guest Bath 80 0 0 0 0 Guest Bedroom 177 4808 3786 260 204 Guest Foyer 42 1619 901 88 49 Kitchen 441 5114 7969 276 429 Mud Room 236 3525 1998 191 108 Office 187 4564 3994 247 215 Pantry 87 0 0 0 0 Pwdr Rm 42 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti wrightsoft" 2023-Feb-2115:21:08 �ti �,•, .,.,w.�.,a�..» Right-Suite®Universal 2022 22.0.05 RSU20822 Page 2 ACCK ...uments\Wrightsoft HVAC\Hobart Road_Southold.rup Calc=MJ8 Front Door faces: E AH1_1st Floor 2239 35145 35280 1900 1900 Other equip loads 6325 890 Equip. @ 1.00 RSM 36170 Latent cooling 6382 TOTALS 1 2239 1 41470 1 42552 I 1900 1 1900 Calculations approved by ACCA to meet,all requirements of Manual J 8th Ed. - - wrightsoft" 2023-Feb-21 15:21:08 �. u,• «.w.<.�,., , Right-Suite®Universal 2022 22.0.05 RSU20822 Page ACCN ...uments\Wrightsoft HVAC\Hobart Road_Southold.rup Calc=MJ8 Front Door faces: E Load Short Form Job: Hobart Road -�` - wrightsoft0 Date: 2/21/23 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Hobart Road, Southold, NY 11971 Design Information Htg Cig Infiltration Outside db (OF) 8 84 Method Simplified Inside db(OF) 72 75 Construction quality Tight Design TD (OF) 64 9 Fireplaces 2 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference (gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Rheem Trade WEIL-MCLAIN Trade RHEEM Model ECO TEC 150 Cond RA1348AJ1NA AHRI ref Hot Water Coil ATQ2-1724 Coil RH1T4821STANJAUSA AHRI ref 7509274 Efficiency 95 AFUE Efficiency 11.5 EER, 13 SEER Heating input 150000 Btuh Sensible cooling 33250 Btuh Heating output 76579 Btuh Latent cooling 14250 Btuh Temperature rise 44 OF Total cooling 47500 Btuh Actual air flow 1583 cfm Actual air flow 1583 cfm Air flow factor 0.042 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 0.88 ROOM NAME Area Htg load Clg load Htg AVF Cig AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) 2nd FI Balcony 138 437 789 18 37 Bath 2 124 1756 2245 74 107 Bath 3 66 0 0 0 0 Bed Hall 110 0 0 0 0 Bed Stairwell 180 3050 1952 128 93 Bedroom 2 210 2855 3661 120 174 Bedroom 3 229 4311 3808 181 181 Bedroom 4 230 4982 3439 209 163 Foyer OTB 208 6959 5718 292 271 Laundry Rm 94 301 739 13 35 Master Bath 180 4612 3089 193 147 Master Bedroom 425 5499 6564 230 312 Master Dressing 121 3016 1337 126 63 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrightsoft, 2023-Feb-21 15:21:08 ...... Right-Suite®Universal 2022 22.0.05 RSU20822 Page ACC ...uments\Wrightsoft HVAC\Hobart Road_Southold.rup Cole=MJ8 Front Door faces: E AH2_2nd Floor 2315 37778 33341 1583 1583 Other equip loads 4268 600 Equip. @ 1.00 RSM 33942 Latent cooling 4682 TOTALS I 2315 I 42046 I 38624 I 1583 I 1583 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -*- wrightsoft" 2023-Feb-21 15:21:08 �ti .w..,•,bw.., ,.. Right-Suite®Universal 2022 22.0.05 RSU20822 Page ACCA ...uments\Wrightsoft HVAC1Hobart Road_Southold.rup Cale=MJ8 Front Door faces: E � N Basement 10x4 4x12 V 6x12 1-17 6X12 Bx4 6z12 6x12 Bx12 4x12 10 x 12 Za1xMhed Bas 6 x 12 22 1114 —— p� _ ___ ��\b9 12x12 —22x 18 10x4 10 x 12 6x4 10x4 12x4 6x12 Bx Job M Hobart Road Home Energy Solutions Inc. Scale: 1 : 150 Performed by Katelyn Maieski for: Page 1 187 East Main Street Right-Suite@ Universal 2022 Hobart Road Huntington,NY 11743 22.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2023-Feb-21 15:22:00 gdlamay3@gmail.com ft HVAC\Hobart Road_Southold.rup N P list Floor 123 cf. ®�215 cfm Office. 215 cfm 215,cfm �123 dm "—'�'-� Kilohen 260 drn Family Room. ' Guest.Bedroom Muq Room . Garage VVV �1sDa dm Pantry Pwdi Rm. .Est Foyer' ,iis1d Guest.Bath /88. m Foyer ®! 161 cfrn Dining Room �161 cfm 123 dm �1 drn Job#: Hobart Road Scale: 1 : 150 Performed by Katelyn Maieski for: Home Energy Solutions Inc. Page e 2 187 East Main Street Right-Suite®Universal 2022 Hobart Road ton,NY 11743 ' Southold,NY 11971 Huntington, 22.0.05 RSU20822 Phone:631-673-0664 2023-Feb-21 15:22:00 gdlamay3@gmail.com ...ft HVAC\Hobart Road_Southold.rup N 2nd Floor 90 cfm Bedroom 3 Bath 2 174 cfm 156 ofm 156 afm 107cfm Bedroom 2 8x4 Bx4 8 x 4 Master Bath 4 x 72 Master Bedroom 1930 9 cfm Laundry Rm 12 x 4 5 cfm 10 xA ' 054 cfm 8x12 24x 12 Bed Stairwell 4 x 12 18 x 12 Attic 1Ox4 \8x12 1 x 12 8x4 4x12 18x12 128 cfm 2n 745 crm � d FI Balcony 22 x 16 126cfm lied Ha11 10 x is l 37 cfm 8 x 4 Master Dressing ,14 x4 1O.x4 146 cfm 146 cfm Foyer OTB Bedroom 4 2O9cfm Bath 3 , Job#: Hobart Road Home Energy Solutions Inc. Scale: 1 : 150 Performed by Katelyn Maieski for: Page 3 187 East Main Street Right-Suite®Universal 2022 Hobart Road Huntington,NY 11743 g 22.0.05 RSU20822 Southold,NY 11971 Phone:631-673-0664 2023-Feb-21 15:22:00 gdlamay3@gmail.com ...ft HVAC\Hobart Road_Southold.rup Manual S Complianceepor Rt Job: Hobart Road - - wrightsoft° Date: 2/21/23 AH1_1st Floor By: KatelynMaieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 ,Email:gdlamay3@gmail.com Project • • For: Hobart Road, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 36170 Btuh Entering coil DB: 75.4°F Outdoor design WB: 71.2°F Latent gain: 6382 Btuh Entering coil WB: 63.1'F Indoor design DB: 75.0°F Total gain: 42552 Btuh Indoor RH: 50% Estimated airflow: 1900 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1360AJ1NA+RH1T6024STANJAUSA Actual airflow: 1900 cfm Sensible capacity: 39900 Btuh 110% of load Latent capacity: 17100 Btuh 268% of load Total capacity: 57000 Btuh 134%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 41470 Btuh Entering coil DB: 68.8°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240/130H Actual airflow: 1900 cfm Output capacity: 85915 Btuh 207% of load Meets all requirements of ACCA Manual S. - wrigghtsoft` 2023-Feb-2115:21:08 «.Ga RightSuite@ Universal 202222.0.05RSU20822 Pagel AM ...uments\Wrightsoft HVAC\Hobart Road_Southold.rup Calc=MJ8 Front Door faces: E Manual S Compliance Report Job: Hobart Road wrightsoft° p p Date: 2121/23 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmaii.com Project • • J For: Hobart Road, Southold, NY 11971 Cooling • • Design Conditions Outdoor design DB: 84.0°F Sensible gain: 33942 Btuh Entering coil DB: 76.5°F Outdoor design WB: 71.2°F Latent gain: 4682 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 38624 Btuh Indoor RH: 50% Estimated airflow: 1583 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Rheem Model: RA1348AJ1NA+RH1T4821STANJAUSA Actual airflow: 1583 cfm Sensible capacity: 43097 Btuh 127% of load Latent capacity: 4790 Btuh 102% of load Total capacity: 47887 Btuh 124%of load SHR: 90% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 42046 Btuh Entering coil DB: 68.1°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ECO TEC 150 Actual airflow: 1583 cfm Output capacity: 76579 Btuh 182%of load Meets all requirements of ACCA Manual S. t wrightsoft" 2023-Feb-21 15:21:08 �� ....•,�......_..n..,<:�-., RightSuite®Universal 202222.0.05 RSU20822 Paget ...uments\Wrightsoft HVAC1Hobart Road_Southold.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: Hobart Road wrightsoft° Date: 2/21/23 AM-1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Hobart Road, Southold, NY 11971 Heating Cooling External static pressure 0.90 in H2O 0.90 in H2O Pressure losses 0.43 in H2O 0.43 in H2O Available static pressure 0.47 in H2O 0.47 in H2O Supply/return available pressure 0.410/0.060 in H2O 0.410/0.060 in H2O Lowest friction rate 0.081 in/100ft 0.081 1n/100ft Actual air flow 1900 cfm 1900 cfm Total effective length (TEL) 582 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 Dining Room h 2271 123 100 0.093 6.4 4x 10 ShMt 55.0 385.0 stl5A Dining Room-A h 2271 123 100 0.109 6.2 4x 10 ShMt 41.0 335.0 stl5A Family Room c 4000 135 215 0.081 8.1 12x 6 ShMt 58.0 450.0 stl 6A Family Room-A c 4000 135 215 0.130 7.4 12x 6 ShMt 35.0 280.0 SO 6 Foyer h 2986 161 133 0.132 6.6 4x 10 ShMt 30.0 280.0 stl5 Foyer-A h 2986 161 133 0.105 6.9 412 ShMt 46.0 345.0 stl5 Guest Bedroom h 4808 260 204 0.087 8.6 12x 6 ShMt 62.7 410.0 stl6 Guest Foyer h 1619 88 49 0.099 5.6 4x 6 ShMt 49.7 365.0 stl6 Kitchen C 3985 138 215 0.104 7.7 12x 6 ShMt 31.0 365.0 stl3A Kitchen-A c 3985 138 215 0.164 7.0 12x4 ShMt 35.3 215.0 st14 Mud Room h 3525 191 108 0.166 6.7 4x 10 ShMt 12.7 235.0 stl3 Office h 2282 123 108 0.094 6.4 4x 10 ShMt 31.0 405.0 stl3B office-A h 2282 123 108 0.133 6.0 4x 8 ShMt 29.0 280.0 stl3 l - - wrightsoft' 2023-Feb-21 15:21:08 ti. 'ts"\".'lg-ht,o-ft--VtA,-, RightSuite@ Universal 2022 22.0.05 RSU20822 Page 1 9 ...umentslWrightsoft HVACIHobart Road_Southold.rup Calc=MJ8 Front Door faces: E SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (Cfm) (Cfm) FIR (fpm) (in) (in) Material Trunk st13 Peak AVF 576 537 0.094 691 11.3 12 x 10 ShtMetl st2 SO4 Peak AVF 1324 1363 0.081 818 16.1 12 x 20 ShtMetl st2 st2 Peak AVF 1900 1900 0.081 888 18.3 14 x 22 ShtMetl st15A Peak AVF 246 200 0.093 491 8.3 12 x 6 ShtMetl st15 st15 Peak AVF 568 465 0.093 682 11.3 12 x 10 ShtMetl st14 st16 Peak AVF 618 683 0.081 683 12.5 12 x 12 ShtMetl st14 st16A Peak AVF 135 215 0.081 431 8.1 12 x 6 ShtMetl st16 st13B Peak AVF 123 108 0.094 370 6.4 12 x 4 ShtMetl st13A st13A Peak AVF 262 322 0.094 644 9.1 12 x 6 ShtMetl st13 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 rb1 Ox0 1900 1900 73.7 0.081 691 18.3 18x 22 ShMt wrightsoft' 2023-Feb-21 15:21:08 Right-Suite@ Universal 2022 22.0.05 RSU20822 t ne.z...A,,.n.,...., Page 2 �� ...uments\Wrightsoft HVAC\Hobart Road_Southold.rup Calc=MJ8 Front Door faces: E Duct System Summary Job: Hobart Road - wrightsofta Date: 2/21/23 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: Hobart Road, Southold, NY 11971 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 0.404/0.156 in H2O 0.404/0.156 in H2O Lowest friction rate 0.068 in/100ft 0.068 in/100ft Actual air flow 1583 cfm 1583 cfm Total effective length (TEL) 822 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk 2nd FI Balcony c 789 18 37 0.162 3.7 4x 4 ShMt 18.7 230.0 st10 Bath 2 c 2245 74 107 0.078 6.3 48 ShMt 56.7 460.0 st8 Bed Stairwell h 3050 128 93 0.071 6.8 4x 10 ShMt 46.3 525.0 st7 Bedroom 2 C 3661 120 174 0.106 7.1 12x 4 ShMt 50.0 330.0 SO Bedroom 3 c 1904 90 90 0.068 6.1 48 ShMt 67.7 525.0 st7 Bedroom 3-A c 1904 90 90 0.074 6.0 4x 8 ShMt 54.0 490.0 st7 Bedroom 4 h 4982 209 163 0.091 7.8 414 ShMt 50.7 395.0 st9 Foyer OTB h 3480 146 136 0.138 6.3 4x 10 ShMt 28.0 265.0 st10 Foyer OTB-A h 3480 146 136 0.186 5.9 4x 8 ShMt 17.3 200.0 st6 Laundry Rm c 739 13 35 0.087 4.1 44 ShMt 41.0 425.0 st8 Master Bath h 4612 193 147 0.141 7.0 4x 12 ShMt 22.0 265.0 st5 Master Bedroom c 3282 115 156 0.162 6.2 4x 10 ShMt 29.7 220.0 st5 Master Bedroom-A c 3282 115 156 0.184 6.1 48 ShMt 19.7 200.0 st5 Master Dressing h 3016 126 63 0.138 6.0 48 ShMt 26.7 265.0 1 sty ` wrightsoft, 2023-Feb-2115:21:08 .•,..... y<y.- Right-Suite®Universal 202222.0.05 RSU20822 Page 3 �� ...uments\Wrightsoft HVAC\Hobart Road_Southold.rup Calc=MJ8 Front Door faces: E Supply Trunk DetailTable Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st5 Peak AVF 550 522 0.138 825 10.3 12 x 8 ShtMetl stl st6 Peak AVF 1033 1061 0.068 707 15.2 12 ,x 18 ShtMetl stl stl Peak AVF 1583 1583 0.068 792 17.7 12 x 24 ShtMetl St9 Peak AVF 723 752 0.068 645 13.4 12 x 14 ShtMetl st6 st7 Peak AVF 308 273 0.068 463 9.6 12 x 8 ShtMetl st9 st8 Peak AVF 86 142 0.078 425 7.0 12 x 4 ShtMetl st9 stl0 Peak AVF 164 1 173 0.138 1 520 6.7 1 12 x 4 ShtMetl st6 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) Mat[ Trunk rb2 Ox 0 629 745 229.0 0.068 670 13.3 16x 10 ShMt rtl rb3 Ox 0 954 838 213.7 0.073 636 14.4 12x 18 ShMt rtl TableReturn Trunk Detail Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 Peak AVF 1583 1583 0.068 648 17.7 16 x 22 ShtMetl ti wrightsof , 2023-Feb-2115:21:08 .v .•rM.m.. ._—, p� Right-Suite®Universal 2022 22.0.05 RSU20822 Page uments\Wrightsoft HVAC\Hobart Road_Southold.rup Calc=MJ8 Front Door faces: E CEi �� F i .. ,S' .- :'..`•T.�". �'�.yl".m - - _ - � +ram T f 4 • E C E { E o • 2025 Building Department Town of Southold r�•r 4. > t .•�.w..w",. .: �.,a,.,.,.•.•.,.;.,, •�. r y I t` � a r• I ECEU D AUG - 6 202h Building Depallrl`,"a Town of Southr 1� �r i 4 P� I t:E rc� F D a AUG - 6 20 Building Depart Town of South i a f 5 + i • s CSC EDW E A.s'G - 6 2025 Building Department A Town of Southold .. 1 YTII r . t • �� ff 1 yi E ( ; FIVE � •�-EJ9MEF � � ' • t. • ' f 1 . gar `T• ,ir. 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Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New Fork State Supplement,sections 14402.4.1.2 and R403.3.4 Address of Test 1750 Hobart Rd, Southold, NY 11971 "Test Date 11/21/2024 Building Permit#: 49395 Compliance Pathway Performance Test Completed by : Chistopher SHO 1 C ��' n RF,SNET Rater 1D# 4150294 Home Energy So tit Ans ,I I NATE ID# 187 East Main St I j ICC ID# Huntington,NY- 4 jUL 2 3 2025 BPI# 631-673-0664 Building Envelope Tightness Town of S0 ►.,0laj Volume Calculation : ('heck if: Floor Area Volume Conditioned Basement Basement 2271 21,575 ❑Conditioned Crawl Space I St 2271 22,710 ❑ Sealed Attic 2nd 2343 21,087 'The conditioned floor area of dwelling is calculated in 3`d rarea ce with ANSI 65,except that conditioned floor Attic inclu s areas ere the ceiling height is less than 5 Total Volume 65372 CFM Ca,50 pa 3,068.50 Air changes/hr(a)5 pa 2.82 Code Compliance: Pass Duct Tightness: Post Construction TrVfTotal &ct Leakage System-1: lst Floor Duct Location Basement Floor Area Leakage CFM L 25pa N/a CFM/100 tt2 CFA N/a Code Compliance: Exempt System-2: 2nd Floor Duct Location Attic -------------------------- Floor Area 2343 Leakage CFM (a>25pa 92.7 I CFM/100 W CFA 3.96 Code Compliance: Pass System-3: Duct Location -------------------------- Floor Area Leakage CFM (a,)25pa CFM/100 W 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 the 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: /�� ' Gam"=�' - Date: 11/21/2024 Christopher Silvia, Home Energy Solutions t�.. •fir � •� � 1 � Ira ,r ,F.p s A'_ yV L - ■ usan m�w�nu>s x.e+ • s• C + ■i\r �.{ I y � I� • t r uFFOI_K Cp � 9TEAR AUTHOP-1- O1/09/2025 2045 Route�7 2,Su,�e 5,Ceram,New York 11727-3085 Suffolk County Department of Health 360 Yaphank A,., Suit. 2C Yaphank, NY 11990 Thin iB L- cextily that tht! Suttolk County Water Aul.hority 1wS it.stalied Ynblic \• \ Eater Service at the following location: J 1750 HOBART RD y tt ►r�?^ VT 11971 .—*ar was installed on Ol f05/2024. o CZi � Irv' C a o Jean 8a i l ey M_._J� `~' G C4 0 Asilstant M&nager-MW Censtru<:t iOn r Plo4anoS jo utnoi ;uatu}.,2dOG bu ipling a. ,r yer •r 1. y t�,vit�.-a.,`.}� �.ansal _.. -, � �� „ � r,� fin( >. 1 � } 1 d ` 1 { i 1 .f ,• �: x� F` �r. +r.� f��'. a i x.\ og w Y S nA JUL y r O a'tment Bui6�llng peg � TOVJ6l Of SOUtliold - �'� ate_ '�i-r - f � •5' s J 1 1 ni � 3 r j� J v -f� S / ,I i / ( I 1] �� r-�' .� • J K f t��, i. ? + �• ��. - '}. H� � ;t 1 � ,+ �yY � ♦ * L � �t 1 1. _ _ � r'` �& �.. Li�� '-� rr '��:.,' �R E{ � r s I u L 2 3 2025 7ovin 01 Southold AW �o �1 5� ',•fir: ' ��`�;,'� � -._�,�:. ''>> — �+i ��„�• r,. c, 1� - ►Oil t. i"I N im '�� .err -• ( ••�\1►��3�� . ;. 10 10 SAW 4, All, _ T tom.• Y- �� V �i Abk s�. ,� � �= , �t:' e.: ". • '7 jlIy //may, ` � //� ... ` _ _ � r' ��f � i f r '`r V" �,� , � ; •� h ;_ : ; ... N. 1 f,: I ►�W' IAF • _ L wai !� `7: SIQ i .- �t s♦ ,r I IN Mao-- ,• �t - r ' •, " '`��• �.:r cif;• `j: � - '• s .s �;�.�� mac`�` .� / f+r , ,j, � ►� - ` ..,..y dr .y• T awn � •�. • f � - �_f Mail-Wastewater Works Office-Outlook t ' 631)6910818 phone:t orKsinc.ccm 1a„ aStewater Works Inc. waatewat ° �nccorn REEVES AV Email:oflice�2 AVENUE RIVERHEAD.Ny 11901 wobaite: SERVICE POLICY CONTRACT la NaMe: Marlin , Prq n Add,.,, A I� !Address: Date: A'FJ �- Emad:_- C No Phone � Type. Residential Call Before Arrival: Gale Code' ,)R Use: co„I.n„ ❑ 4R ❑Commercial t t —1 I Gated: ❑Yes No 11 WJ a.m ❑4asonal _.. Steµrlter Comments: Your NYOROWorks Inc will provide a(3)year service policy,which will provide for inspection and S,,vice Of ACTION treatment plant.The Policy will include the following: six(6)inspection/service calls(at least one every six(6)months as per local regulations,over the (3)year Period including inspection,adjustment and servicing of the mechanical,electrical and other applicable components parts to ensure proper function.This includes inspecting OPS,air pumps,air filters, diffuser operation, and cleaning or repairing any component not found to be functioning properly. WASTEWATER WORKS INC will provide an effluent quality inspection consisting of a visual check for color, turbidity, scum overflow, and the examination for any unpleasant odors. WASTEWATER WORKS INC will respond to visit the property in response to any complaints from property owner or any alarms regarding the operation of the HYDRO-ACTION system within twenty-four (24)hours of initial call or sooner if needed. All WASTEWATER WORKS INC maintenance employees are HYDRO-ACTION certified maintenance mechanics to ensure quality assurance to all customers. If any improper homeowner use is observed that needs to be corrected at the time of the inspectioniservices call. YOU shall be notified immediately of the conditions and the estimated cost and time for complete repair. Owner/user operations instructions must be strictly followed, or warranties are subject to invalidation and ra additional service costs can occur. At the end of this initial service policy, WASTEWATER WORKS INC will make available,for purchase a continuing service agreement to cover labor for normal inspection, maintenance, and repair. w I PUMPING OF NORMAL SLUDGE BUILD-UP FROM THE PLANT,IF NECESSARY,IS INCLUDED tN THESE SERVICES. ANNUAL CO;iT FOR MAINTENANCE WILL BE BILL n AT a �175 PER CALENDAR YEAR AND CANNnT cXreen A!31 YEAR PERIOD• TOTAL COST 1*0 PERFORM ABOVE CONTRACT _ s* s WASTEWATER WORKS INC; HOMEOWNER• DATE: 116 �� DATE: l a a.C3 Service contract to start on-13l 160JO Service contract to expire on >YSTEM:HYDRO-ACTION AN D INSTALLATION DATE �,� hftps://outlook.office365.com/mail/inbox/id/AAQkAGM3NDg5NTExLTU4NjQtNDE4NyO4M WJILTlyYTIlOThjYzEwYgAQACH3sCJ9%2BQpEt3UJRZtXgw... 1/1 Outlook Technical Updates: ER 305 New Thermal & Ignition Barrier Assemblies 2 �n IL C E 0U From No-Burn, Inc. <kelly-noburn.com@sharedl.ccsend.com> Date Tue 8/19/2025 9:05 AM A U G 2 2 2025 To Joseph Cerrato <joseph.cerrato@truteam.com> Building Department Town of Southold CAUTION:This email originated from outside our organization.Confirm sender's address by looking at the text after the @ sign and use caution clicking links/opening attachments.If unsure,click'Report Suspicious'button. FReport Suspicious No-Burn® — Passive Fire Protective Coatings Build smarter, code-compliant assemblies No-Burn's latest evaluation updates unlock more ways to meet project requirements. Plus & Plus Spray SealTm broaden solutions for engineered wood framing and sheathing, while Plus Th13 & ThB Spray SealTm deliver tested thermal/ignition-barrier performance over spray foam—with ThI3 Spray SealTm also providing a Class II vapor barrier (vapor retarder) for clearer paths to IBC / IRC / IMC / IECC compliance and submittal-ready documentation. Great newsl We have an update to our IAPMO UES ER-305 Evaluation Report. This update includes: NEW Thermal Barrier Assemblies (Table 2) —No-Burn Plus Th13 at 14 wet mils over: • Creative Polymer Solutions Accufoam • Polycon PC 500 Open Cell Spray Foam AF1 Open Cell Spray Foam • Quadrant Performance EnviroSeal OC • Everest Systems Opticell 0.5 Open Cell Platinum Open Cell Spray Foam Spray Foam • Quadrant Performance EnviroSeal CC Closed Cell Spray Foam CARY CARY INSULATION INSULATION LicenseWORKAGREEMENT 1491 t CUSTOMER/BUILDER JOB SITE INFORMATION TRADE:INSULATION HOBART RD LLC/2769591 1750 HOBART RD QUOTE M 83812345/1 2000 HOBART RD SOUTHOLD,NY 11944 ISSUE DATE:08-19-2025 SOUTHOLD,NY 11944 SALES PERSON:Quigley,Michael P (631)678-6546 Base Work Area Item Basement Exterior Walls NO-BURN PLUS FIRE RTD COATING"'CERTIFIED APPLICATOR ONLY*** BASE TOTAL: $1,240.00 Please be advised that Contractor's prices are subject to change commensurate with increased costs resulting from changes in tariffs,duties,or trade regulations. NOTE:This agreement consists of multiple pages.If you do not receive the number of pages noted below,please contact Contractor directly at the telephone number stated above. Draft stop,fire block,fire stop(IBC 718.4.1,718.4.2 and 718.4.3 or locally adopted equivalent),and fire rated caulking are not included within Contractor's Work unless specifically listed above. Contractor is willing to furnish to you all material and labor required for the Scope of Work,subject to the terms and conditions stated in this agreement. TERMS OF PAYMENT:Payment in full due as stated on invoice regardless of any payment arrangements you have with third parties.Visit www.truteambiRpay.com to manage your invoices and make payments online with TruTeam Bill Pay. ACCEPTANCE:Contractor may change and/or withdraw this agreement if Contractor does not receive your signed acceptance within 10 business days after the Date stated above. PRICING:The prices stated in the Scope of Work above will remain firm for 60 days after the Date stated above.If performance of this agreement extends beyond this 60 day period,you agree to pay Contractor's then current pricing("Price")for any Work performed after that 60 day period.The Prices are based only on the terms and conditions expressly stated in this agreement.The Prices exclude any and all terms and conditions not expressly stated herein,including,without limitation,any obligation by Contractor to name you or any third-party as an additional insured on its insurance policy;to provide per project aggregate insurance coverage for the Work;to participate in any owner controlled,wrap,or similar insurance program;to indemnify or defend you or any third-party from any claims, actions and/or lawsuits of any kind or nature whatsoever except to the limited extent state in Section 18 of this agreement.Any terms or conditions required by you by contract or otherwise in addition to or inconsistent with those expressly stated in this agreement will result in additional charges and/or higher Prices.Any additional work performed is subject to Contractor's then current pricing(unless Contractor otherwise agrees in writing)and to this agreement. CUSTOMER: CONTRACTOR: By: By: SIGNATURE TITLE SIGNATURE TITLE Company Name: Date: THE INFORMATION CONTAINED IN THIS AGREEMENT IS CONFIDENTIAL.NEITHER THIS AGREEMENT NOR ITS TERMS MAY BE DISCLOSED TO THIRD PARTIES. PaciP 1 of 9 M AS i 'vim•`A�•�•�t[_'� / j%% 'r.- .�► Via` �.-�� _ ".Srs•,. AN i r �tY r y ..�- 'S .��, ; t,�—�w`�=`a ��'- N '✓�-' �� :f h ' �_' �� a.k.�' k' � .� r._ . .. 'yam "r4f.� • kt ,�. lown AOM • ` ,T_ y 1• ___ .9., ^ r •,}♦ ter_ Marl" Pedd _ y C. �^��M'wr��! fir.a.n.• i..�.a-=•+F�----.P-�.. f7jry f AW _� � e•�` - • ,.,.. .. r,at,lr.at��7fC c`-_i�-rtI�"� - tit fit•" '-`' -_�- ^'-�lF-,� ` r _• -.r y.Ate- JW— 1 i 0 DEC - 2 ^��_ nrl iTp.a i CARY INSULATION E C E W E 1600 9T" AVE , BOHEMIA, NY 11716 JUL 2 3 2025 PHONE: 631-218-9350 FAX: 631-218-9354 biailc9ir g Q-9partment February 18, 2025 Town of Southold To Whom It May Concern, Cary Insulation has installed a variety of materials 1750 Hobart.Rd Southold, NY 11944. Below is a breakdown: -Fire caulking in penetrations -Corrugated baffles along with can foam to cover gaps -Door and window foam around doors and windows. -2"d Floor Ceiling R38 Kraft Batt -Vaulted Ceiling R38 Kraft Batt -Knee walls R21 Kraft Batt -Exterior Walls R11 Unface (Over spray foam, flas batt system) -Exterior Walls R14 Closed Cell Foam / e� D n -Bement Ceiling SAFB 3x15(town code fire rating ( �11 -N—t m ri J7 1� -Base T ent Exterior Walls R14 s d Cell Foam Basement Exterior Walls N Plus ireFoating (Applied on top of foam in bpasement walls as per code) g �! V�ij a� ��y�� ox Everything was installed per town code, the work area and materials installed are found on the proposal as well for reference. If you have any questions, please reach out to us. Respectfully, 211 AAA `r � m Miguel Villamar Cary Insulation(A TruTeam Company) Miguel.Villamar@TruTeam.com w a - cam! '.''` �►' J INV rt: q;-UI ( ] FOUNDATION 1ST / REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTIOD [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATI01 [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: he gA Co S,,o ke-, v� rh e 14 neQd smo co w \4x c� rQec ,9, bkct%kK kX cor arcs e S DATE ( � 0�.5 a� INSPECTOR ,t, A /F� '` , tt \ {Rte• R F1 COO Go �rvt s N �r t1P go r i i Y 4y + a IT r J � Y e f _ _' N _ ,�-1 --- _-ilia --------`` ; G , • • r r t R OL low YY'AAI+�•' ��, y y + y e MMr '(. `�`�. � d� ?• F,,.k `y,tea` �� l l a i s a 46 r - e nd � I_ ` COUNTY OF SUFFOLK STEVEU BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT,MD,MPH Commissioner PERMIT CONDITIONS Project Name:2000 Hobart Road Health Services Reference#: R-22-1559 SCTM#: 1000064000300003001 Revision#:0 Exist ngapermit,approve„ don k23/2023 l of need any i oslt icationrto-plan-or_to permit=Upd_atgd9 p�coposed site planPdated-5/23J20232page Al—has-no-change-to-system-design-capacities-s5Any - mnr3i#ications-necessar�vuttl-be-deter-rr�+ned-byZinstailer antl=D.O_Nka�'tim�e~of ins ection.. The attached plan;when duly signed by a representative of the department, in conjunction with these conditions, constitutes a permit to construct a water supply, sewage disposal, and/or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be.indicated on the plan or enclosed herein. Construction must conform with approved plans as well as all applicable standards including Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences.Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit(plan) expires three (3)years after the approval date.Any modification to the approved design requires the submission of a revised plan and additional fees (if applicable)for approval prior to construction. No inspections will be performed by the department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed,transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Single Family Residences(Form WWM-104). It is the applicant's responsibility to schedule an inspection of the sewage disposal and/or water supply facilities prior to backfilling.This includes inspections of the sewage collection and disposal systems,water supply system components and piping, and final grading as shown on the approved plans.This can be done by calling the department at(631)852- 5754, or through the ACA Portal at https://aca-prod.accela.com/SLJFFOLKCO. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. Excavation inspections must be confirmed by calling(631)862-6700 between 8:30a.m.and 9:30 a.m.,the morning of the inspection.Article Vll of the Code, "Septic Industry Businesses,"-requires that all installers of septic systems within shall possess a valid license from the Office of Consumer Affairs. This office will not perform inspections for or grant final approval for construction of projects that are installed by an unlicensed individual. /t is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings,or for the use of sewage disposal or water supply systems. Project Name:2000 Hobart Road Health Services Reference#: R-22-1559 SCTM#: 1000064000300003001 Revision#:0 CONDITIONS FOR OBTAINING FINAL APPROVAL OF CONSTRUCTED PROJECT As a condition of this permit to construct,the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, rn to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Single Family Residences(Form WWM-041). INSPECTIONS REQUIRED— For all inspections call 631-852-5754 to request an inspection by 4:00 pm, one business day prior to the requested inspection day. Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/sewage treatment system. DOCUMENTS REQUIRED: Four (4) prints of an As-Built plan (See instructions Form WWM-041) "Tap letter"or equivalent from water district indicating approval of the public water supply Certification from the licensed sewage disposal system installer (Form WWM-078) Signed copy of the Operations & Maintenance Contract for.the I/A OWTS Completed Application to Register an I/A OWTS (Form WWM-304) Design Professionals Certification of Constructed Works (Form WWM-073)for: I/A OWTS WWM-016 Page 2 of 2 McDonald Geoservices 1'OR 12588outbold,NI Y.11971 631.765.3677 mcdgcoA-gmail com Test Hole Data Sheet Name: Battaglia B1 Surveyor: Location: Southold Tax Map Number:; 1000 64-3-3:1 Project Description:, Lot Date: 12/6/22 8:15AM Mixed sand,loam,wood debris ------- 0.5' Brown silt ML ------• 2.5', Brown tine to coarse sand SW ------ 4- Pale brown tine sand SP ------- 82' Water in pale brown line sand SP ------- 10, Water in pale brown fine to coarse sand SW 17' Comments: Water encountered 8.2'below surface Test hole boring...$1000.00 B1 &B2 McDonald Geosery ces POB:1238 Southold,NY'11971 631.765.3677. mcdUo a)grnail.com Test Hole Data Sheet Name: Battaglia 132 Surveyor: Location:, Southold Tax Map Number:. 1000-64-3-3.1 Project Description: Lot Date: 12/6/22 9AM Mixed sand;-loam,gravel Brown silt ML 3 Pale brown.ine sand SP Water in pale brown fine sand SP 17' Comments: water.encountered 10:3'below,surface Test hole boring ...$10001.00 B1 &62 f>j Ronald 7akary Fz a::.aertPf8ds.] AI ME RM C �,a•% n�uw'�nai u:mn • ''� 1 / ate_ •� � ; j :a:iF,1 -iic+r FRWOSE7`.�tE CUH +4 .3 ��POSED SIiEPLAN a.. aa`c,e.as . .. A•1 .a FOUNDATION (1ST-------------------------------------- W=� W�•� rii11 •UGH FRAMING& PLUMBING ►, , mar-= fNSULATION PER N. Y-. STATE ENERGY CODE E. SEW��ma:sml ADDITIONAL C• t i 1 � • A A 1 a • '� I L Emil o�SOFFot r�oo TOWN OF SOUTHOLD BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy�01 �ao�� Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny_.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only C PERMIT NO. "� Building Inspector: MAY 0 8 2023 Applications-and forms must be filled out in their entirety.Incomplete BUD applications will not be accepted. Where the Applicant is not the owner,an ' Owner's Authorization form(Page,2)shall be completed. Date: OWNER(S)OF PROPERTY: . Name: SCTM# 1000- Project Address: — Phone# 65 � /. --�' `-- — _ Email:r✓(V �r��d �i,- Or,-- w� Mailing Address:CX CONTACT PERSON: m Name: - Mailing Address: U C7® _a��f C �✓'_ Phone#: , �. A Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: 7? d Phone#: �` Email ^� CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alterati.on ❑Repair ❑Demolition Estir paWCost of Project: ❑Other $ A 0 //2w A3/,r ov Will the lot be re-graded? ❑Yeslo Will excess fill be removed from premises?, ,Yes El No 1 y PROPERTY'I N FORMATION Existing use of property: Intended use of prope - Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A C- this property? ❑Yes to IF YES, PROVIDE A COPYi4 — Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a.Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted Byjprint name): El Authorized Agent Owner Signature of Applicant: ---..1 Date:_ y o� STATE OF NEW YORK) SS: COUNTY OF being duly sworn, deposes and says that(s)he is the applicant (Name of Individual.signing contract)above named, .)(S)he is the L1M�i�C-RA (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. SHARON KRANIER Sworn before me this Notary ub(Oi 1 KR6221te 3GOw York Qualified in Suffolk Coun Cor � `� day of V`I�14-(� ,2D� nm�ssion Ez�;res 0�/U3/ Notary Public PROPERTY OWNER AUTHO /IZATION (Where-the applicant is not he 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 Glenn Goldsmith,President ®F S0�/jy® Town Hall Annex A. Nicholas Krupski,Vice President e`Q l® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly c/a 'c G Q Telephone(631) 765-1892 Elizabeth Peeples aO Fax(631) 765-6641 COU BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD December 15, 2022 Joseph & Heidi Battaglia P.O. Box 806 Southold, NY 11971 RE: HOBART ROAD LLC HOBART ROAD, SOUTHOLD SCTM#: 1000-64-3-3.1 Dear Mr. and Mrs. Battaglia: The Southold Town Board of Trustees reviewed your letter dated November 29, 2022 along with the survey prepared by Nathan Taft Corwin III Land Surveyor, last dated June 23, 2022, and determined that the proposed construction of single family dwelling and garage on the captioned property is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill rif land or removal of'sod, no construction, sedimentation-, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and-Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Glenn Goldsmith, President Board of Trustees GG:dd NEW YORK STATE DEPARTMENT OF ENVIRONMENT4 CONSERVATION SWNY(0 Stony Brook,50,0rcig Rond,.Stony Flrqp.k,NY 11790 Pt(6,31)444-0361 F;(611)444-0260 LETTER OF NO JURISDICTION TIDAL WETLANDS ACT 311/2023 Hobart Road LLC PO BOX-806 Southold, NY 11*971 Re: Application#1-4738-04221100002 Hobart Road LLC Property Lot 1, Hobart Rd, Southold, NY 11971 SCTM#1000-64-3-3.1 -Dear Applicant: Based on the information you submitted, the Department of Environmental Conservation has determined that the portion of the property located landward of the contour labeled "Elevation 10, 1929 Datum per.survey dated May.28, 2008 last amended,February 9, 2008 by Nathan Taft Corwin III, Land Surveyor', which exceeds ten feet above mean sea level in elevation,as shown on the survey.prepared by Nathan T-aft'C.orwin 111, Licensed Land Surveyor, last revised February 9,,2023, is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 6.61),no permit is required to conduct regulated activities landward of that contour. Be.advised,.no Construction, sedimentation, or disturbancO of any.kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure.that all precautions,are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such.precautions. may include maintaining.adequate work area between the jurisdictional boundary and,your project(i,e. a 15'wide construction area) or erecting a temporary f6nce, barrier, or hay baile berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any.necessary permits or approvals:from other agencies or local m U,ni palities. u Si er y, n A kerman Regional Permit.Administrator cc: BMHP 'Land.Use,Ecological Services, Inc.- File W Hit tt va O Oil BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road - PO Box 1179 SouthoicIrNew York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr4-southoldtownny.4ov- seandO.)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ni information Required) Date: Company Name: A JVC. Electrician's Name: 4CIT& License No.: Mlr-3 Y09I Elec. email: ck /r VM eusf I hoo, An Elec. Phone No: 631- 6S 911 V request An email copy of C fileate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: 14 0 2"l YZ c AD Address: gOOO 110T LT P_Q 50LjI-HoLb Cross Street: Phone No.: , 3 L - Bldg.Permit M y 9 3 S5 email: ,, 1 z,_ .eo Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): (o A04 P Sc-12Vtce— Square Footage: Circle All That Apply: Is job ready for inspection?: YES el NO Rough In Final Do you need a Temp Certificate?: .YES❑NO Issued On oc8 a3 10 1 Temp Information: (All information required) Service Size91 Ph❑3 Ph - Size: VQ0 A #Meters I Old Meter# �4New Service Fire Reconnect[]Flood Reconnect[]Service Reconnect nderground Doverhead #Underground Laterals 1 2 H Frame R Pole Work done on Service? FJY N Additional 'Information: PAYMENT DUE WITH APPLICATION Z� Z3 f' cA� 1 bLY 89-7 �� I+elZ69 �o s131111 reo Gy�'c BUILDING DEPARTMENT-Electrical Inspector H i TOWN OF SOUTHOLD oy Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 �4( Telep one (631) 765-1802 Temporary Certificate # Hq I Date �Lw-e A8, 2023 Customer Name 1401,amA RoeLd U(_ Electrician Name Address a0C0Phone e-mail e-mail ' li�,y�2 Phone License# `yj 9 34Z4Y/ Size b0 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 f ay to above. F" Authorized by 1 \ BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road -PO Box 1179 Southold!1New York 11971-0959 ! �► Telephone(631) 765-1802- FAX,(631)765-9502 rogerrCd3southoldtownny.gov— seend0southol4townnyxi APPLIGATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Aii information Required) Date: I 9 Company Name: r_, C ! kc . Electrician's Name: J�C License No.: �- a�1 Elec,email: o� /RvM£�c5 �it��. D� Elec. Phone No: 31- &9-1q,2V Q54 request n email copy of Certlfcdte of Compliance Elec.Address.: JOB SITE INFORMATION (All information Required) Name: A3. 6 4 ' Ro'qo a C Address: ' f� f �}� di � G Cross Street: Phone No.: " Bldg.Permit#: y 9 3J.] email: 2 Z . Tax Map_District: 1000 Section: ('o Ll Block: Lot: I BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE(PleasvPrint Clearly): W�� S` uare Foota a: tea(D Circle All That Apply: Is job ready for Inspection?: YES NO Rough 1n Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (All information required) Service Sizool Ph❑3 Ph Size: A #Meters Old Moterf# []New Servicoo Fire Reconnect[]Flood Reconnect[]service Reconnect[]Underground[]Overhead #Underground Laterals 1 F12 M H Frame Pole Work done on Service? Y N Additional Information: , ! i PAYMENT DUE WITH APPLICATION DEC 9 2023 M75 Pao Rec l06 g-5(0 PERMIT rl Address: Switches q� Outlets + ` 4 GFI's 5— Surface- Sconces HH'S list ��ll UC t_ts l� —� ��CL" 3 / Fans Fridge H � WAD Oven Exhaust � l e� ` er Ga S Smokes OW 2 Mini -arbon Micro Generator -ombo I l Cooktop Transfer aC ` AH Hood Service Amps Have Usec ,pedal: :omments j a (gob opo MP JC BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road -PO Box 1179 Southold!New York 11971-0959 Telephone(631) 765-1802- FAX (631)765-9502 rooerrfaasoutholdtownnv oov—seandpsoutholdtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ! Company Name: C 1 jVC . Electrician's Name: License No.:�N}'C- y0�1/ Elec.smelt: Iriv�+2rx5 �.: hop.- 00 Elec. Phone No: 1- 69-9 request n email copy of Certific ® of Compliance Elec.Address.: JOB SITE INFORMATION (All Information Required) Name: /' �� o�� a c Address: Cross Street: Phone No.: 7 1 — 6- Bldg.Permit#: 5 email: 1 & v Tax Map District: 1000 Section: (o `l Block: - Lot: 3 I BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (PI®ase'Print Clearly): ��, S F� NHS ' . :` q Circle All That Apply. Is job ready for Inspection?: YES NO []Rough In Q Final Do you need a Temp Certificate?: a YES Q NO Issued On Temp Information: (All Information required) Service SIzeQ1 Ph73 Ph Size: _----A #Meters Old Meter# ❑New Servicef]Fire Reconnect[IFlood Reconnect[]Service Reconnect[1Underground[loverhead #Underground Laterals 1 M2 H Frame Pole Worts done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ' ��` �•�' DEC 1 9 2023 _1 Rec Io6,25� �a� at\ ��;�.. .�.. • BUILDING DEPARTMENT- Electrical Inspector ,gyp TOWN OF SOUTHOLD C Town Hall Annex - 54375 Main Road PO Box 1179 Southold�NNew York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 . � roaerrO-southoldtownny gov- seandO-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date, '�'� Company Name: A A C�(;' 1 C kc Electrician's Name: jLC 7'4- License No.: M 6 - 3 Vogl,, Elec. email: a /r7vM eec$f °,(, � limo, A-A Elec. Phone No: &3I. (¢S-9 V9.V request An email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) ` Name: t-jogAnx Z C- O Address: ors ilogv r Pa Sov l4ou) Cross Street: Phone No.: . 3 j - rib V- j Bldg.Permit#: �j ci 3 S� email: � t,� 4SJ vet col. Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): oo AM P .ScV lit C,2— � � " Square Footage: Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES❑ NO Issued On ; ,23 N Temp Information: (All information required) pp Service Size 1 Ph 73 Ph Size: V h v A # Meters ! Old Meter# oNew Service Fire Reconnect[]Flood Reconnect[]Service Reconnectxunderground Overhead #Underground Laterals 1 2 H Frame ery Pole Work done on si\\ce? MY RN Additional Information: PAYMENT DUE WITH APPLICATION Y'•e c 1 bLY 89-7 �,� q 30-7 9 SITE DATA am co co C\j LOT 1 •= d' U -p MAP FOR JOSEPH& HEIDI BATTAGLIA IM � \ �% �O FILED DECEMBER 22, 2011 AS FILE No. 11840 W X N O CO NOTES: ��o TOTAL LOT AREA: 41,843 SQ.FT. (0.961 ACRES) .� m ti 9 1. DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND � �G `� �� UPLAND AREA: 40,938 SQ.FT. (0.940 ACRES) � pM� �N DURING SYSTEM STARTUP. a;r-M 2. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING 0 1 5 \ SANITARY CALCULATIONS c T>-M ONSITE USING METHOD APPROVED BY MFG. SANITARY USE: PROPOSED SINGLE FAMILY RESIDENCE ON VACANT LOT V N z Co CONSTRUCT NEW MAIN HOUSE 3. THE OWTS INSTALLER SHALL HOLD AN I/A OWTS ENDORSEMENT FROM .. MAIN HOUSE: SIX(6) PROPOSED DEEMABLE BEDROOMS SCDHS AND SHALL BE AN AUTHORIZED INSTALLER. SIZE FOR POTENTIAL 1-BEDROOM EXPANSION: 7 BEDROOMS 4. INSTALLER SHALL REGISTER THE OWTS WITH SCDHS. THE ENGINEER v Q MINIMUM TREATMENT SYSTEM CAPACITY: 770 GPD L1. SHALL PROVIDE RECORD DOCUMENTS REQUIRED BY SCDHS. 0 I g� �� -� SCDHS RES. STDS. TABLE 3 a CZ C~ 5. AN EXECUTED 0&M CONTRACT BETWEEN THE MAINTENANCE PROVIDER I g �� / ( ) �'�. g'� � MINIMUM LEACHING: 475 SQ.FT. SIDEWALL AREA W �=M AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDHS. THE SERVICE / � ��r �� ' p, \ (400 SQ.FT. UP TO 6 BEDROOMS + 75 SQ.FT. FOR EACH BEDROOM OVER 6) �,. �p CONTRACT SHALL BE A MIN. 3 YEARS. S Gg 0 , �; � ccs0 V G EXPECTED HIGH GROUNDWATER ELEVATION AT +1.5' MSL w • I/A OWTS &LEACHING POOLS SHALL BE MIN 5' FROM PROPERTY LINE \ � O Oz- PROPOSED MAIN HOUSE OUTFALL: DESIGN FLOW = 770 GPD M y� ONE (1) HYDRO-ACTION AN800 (800 GPD RATED TREATMENT CAPACITY) ca co 1 ONE (1) POST-TREATMENT DISTRIBUTION BOX m �` N U' FF�G� 12.5 FIVE (5) 8.5'X 4.75 X 4' DEEP LEACHING GALLEYS (530 SF OF SIDEWALL AREA PROVIDED) p O NO I �� p ADEQUATE SPACE FOR (3) 8.5'X 4.75 X 4'DEEP EXPANSION GALLEYS F°�e G � 01 /a 0 0 -1- 1- in 0 J y AN 800 ` OJ (5) 8.5'X4.75'X4' DEEP � LEACHING GALLEYS , F 13.5 r U/G POWER & BLOWER LINES '{ M g g� w OWTS CONTROL PANEL CcSco OHO oAND BLOWER �� ' i9 11.5 Or 00 N o�FC , .�.. 12.3 �� O O J a. S 3 CD DB rri rr7 O 8.0 10.6� r -O W 00 A O U' x oF9�Oo 9.9 T 3 01 �C, �O �.- 0 72- U) C/0 J J F� C3, 6.9 10.2 8.9 �� 00 5 O 6' 15. �.p O F 'Lo 6.3 7.9 0 � <\ -7 Q� 12.8 13.3 cS c9�y� � 61 1.8 G� 2 GRAVEL DRIVEWAY `9ti 9�G�F 1 6'x own ��, • 0 �� 15.5 x 2 Q 7.8 sF� S 9 O 10.3 C12.3 / l ` G� cnss - 1 � -O GCt 1-20�F Q J 112.3 9 11 � _ 7.0 10.2 Q. � � • � �.� 7 p ti J� j TEST HOLE 10.0 c� 1 5, J C/) C1, \ \, � � 7.5 7.7 TEST HOLE DATA vGti�c 2.6 G - (NOT TO SCALE) T � �yoA nk 'I'` \ � I � �� BY: MCDONALD GEOSCIENCE � -O < � 7/3/08 GRADE EL. +12.2' �� -)3y 0, 7.4 \ MIXED SAND & GRAVEL O - 0.°o 5' ti 01 %, 11 I, \ 9.1 > -7<1 1. '>'° O BROWN SILT ML A N L BROWN S MEDIUM SAND TO �. Cl) F G 11 6.7 0 O �Q) 11.6'- O� N OO O 0 F� 1.3 i p� Q P�� yU O�- A L Design Professional's Certification Required. � rij DREW �hNETT •� � O r WATER IN PALE BROWN FINE Submit P.E. or R.A. Certification For �Q� • �0 TO MEDIUM SAND S P The Installation and Construction of the Sewage Disposal System (n ai ti Use Form WWM-073 c7, 17'- Cn 111 F f* o o \ cS GF GROUNDWATER ENCOUNTERED h''JFT S �- 10.8' BELOW GRADE (SEEN +3.7 ) 6�J J N v J Fo O � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES N 4 "0" Sate Plan PERMIT FOR APPROVAL OF CONSTRUCTION FORA N _U " o�,y� Scale. 1 - 20 SINGLE FAMILY RESIDENCE ONLY c>� U U Cn °s SITE PLAN BASED FROM SURVEY PREPARED BY NATHAN TAFT CORWIN, L.S. G<, ELEVATIONS BASED ON VERTICAL DATUM NAVD88 DATE 4/23/23 _ E F.,No. R-22-1559 o�� APPROVED FOR MAXIMUM OF 7 BEDROOMS SEE ATTACHED SPECIAL CONDITION, � � FOR THREE YEARS FROM DATE OF APPROVAL Q) GRADING PLAN AND/OR PLOT PLAN. Cf) G� � 0 N °z-, SITE DATA �C T 00 � LU N �o�\ F`� LOT 1 IDS m O MAP FOR JOSEPH & HEIDI BATTAGLIA .M SAS O, L FILED DECEMBER 22, 2011 AS FILE No. 11840 pMN y �0��a / TOTAL LOT AREA: 41,843 SQ.FT. (0.961 ACRES) _ S 10I \ UPLAND AREA: 40,938 SQ.FT. (0.940 ACRES) V Nmro z SANITARY CALCULATIONS o SANITARY USE: PROPOSED SINGLE FAMILY RESIDENCE ON VACANT LOT C.? =Q^ •O CONSTRUCT NEW MAIN HOUSE O. 0 I O� MAIN HOUSE: SIX(6) PROPOSED DEEMABLE BEDROOMS a CzM SIZE FOR POTENTIAL 1-BEDROOM EXPANSION: 7 BEDROOMS LLJ ==CV MINIMUM TREATMENT SYSTEM CAPACITY: 770 GPD j p (SCDHS RES. STDS. TABLE 3) •F•: CzO \ n O MINIMUM LEACHING: 475 SQ.FT. SIDEWALL AREA Mona Cz L1J r. �z (400 SQ.FT. UP TO 6 BEDROOMS + 75 SQ.FT. FOR EACH BEDROOM OVER 6) C 1 tl \a a` 7�� EXPECTED HIGH GROUNDWATER ELEVATION AT +1.5'MSL � '- ��.�. 12.. � mcMo QUO �•� PROPOSED MAIN HOUSE OUTFALL: DESIGN FLOW = 770 GPD \N C) � ' / (510 ONE (1) HYDRO-ACTION AN800 (800 GPD RATED TREATMENT CAPACITY) ��QJ CS ONE (1) POST-TREATMENT DISTRIBUTION BOX o FIVE (5) 8.5'X 4.75 X 4'DEEP LEACHING GALLEYS (530 SF OF SIDEWALL AREA PROVIDED) � ADEQUATE SPACE FOR (3) 8.5'X 4.75 X 4' DEEP EXPANSION GALLEYS NOTES. 1. CONTRACTOR SHALL VISIT �y \� - DOCUMENTS PRIOR TO H SUBMITTING E B CONSTRUCTION ID. CONTRACTOR SHALL g . Ns 10, / 1 INFORM THE ENGINEER FOR ANY OMISSIONS AND OR DEFICIENCIES. �l 1 P 0 / \5 Ilk" 2. INSTALLER IS RECOMMENDED TO SCHEDULE PRE-CONSTRUCTION C6 MEETING WITH DESIGN PROFESSIONAL BEFORE EXCAVATION OF NEW 70 1 G a SANITARY SYSTEM. Cz co c9 1 1.5 �y � MIN �. ,.� co p�' --' 1-3 y CD ©� 1 '`� `od�o _ DB _ / -' '-3 3. DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BACKFILL C.,� Cr z�- �"�� MAN \ AND DURING SYSTEM STARTUP. / o co C MID 0 "' � I '�°� U`i'Ts� / � � 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL MARK OUTS .� � N { 8.0 `- -� �� 10.6 c^ ■� 0.�p Z � O - z� / o � FOR ALL UNDERGROUND UTILITIES AND SERVICES IN THE AREA AND '+--' r?7 �� -- / `� 0 RELOCATE THEM AS REQUIRED THROUGHOUT THE PROJECT PER (� p 3 '` J '/ �y� ro \ OL PREVALENT CODE. p `� 0� �d Ro ti �� , 5. CONTRACTOR SHALL SUBMIT ALL INSURANCES TO THE OWNER PRIOR C\I F ° TO COMMENCEMENT OF WORK. (,> Fero siti \ t Cn �� t'6 �` � `2x <<iG�F f < 6. THE CONTRACTOR SHALL VERIFY ALL FIELD CONDITIONS AND 6.9 0. \ DIMENSIONS PRIOR TO PROVIDING BID PROPOSAL. THE CONTRACTOR T WILL BE RESPONSIBLE FOR FIELD FIT AND QUALITY OF WORK � \ h .s G \ �A r` SATISFACTORY TO SCDHS AND THE ENGINEER. _ .9 _=' m 7. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH \ FEDERAL, STATE, COUNTY AND LOCAL SAFETY CODES. S x I 8. CONTRACTOR WILL BE RESPONSIBLE FOR RESTORATION OF ANY AND III / a`s4 7.8 ALL DAMAGE TO ANY STRUCTURE OR GRADE AS REQUIRED BY 11.5 ` AGENCIES HAVING JURISDICTION, AT NO ADDITIONAL COST TO THE 13.8 \�1 \. OWNER. o � o ? d� ----- - ° 9. CONTRACTOR SHALL EMPLOY ALL SAFETY MEASURES INCLUDING _ . SHEETING AND SHORING TO PROTECT EXISTING STRUCTURES AND Cz PEDESTRIANS. _ 7_0 10.2 a / 10. CONTRACTOR SHALL COORDINATE THE WORK WITH ALL AUTHORITIES ,�, ` TEST HOLE / Q oo° 6'° O51, 0 8.0 10 / �, HAVING JURISDICTION. L goo° �j ��l 6� �'\ \ 92 10.0 � �`� �. 11. INSTALLER SHALL BE REP � � F��\ � , RESPONSIBLE FOR SCHEDULE &COORDINATION �,,,-i 5 �G 9 / Ile \ OF SCDHS FIELD INSPECTIONS. 12. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING , \ G Cz O� 7 8 7.7 ' TEST HOLE DATA ONSITE USING METHOD APPROVED BY MFG. O vGti�c G 1 . 1 (NOT TO SCALE) G 13. THE OWTS INSTALLER SHALL HOLD AN I/A OWTS ENDORSEMENT FROM F 2- \ \ BY: MCDONALD GEOSCIENCE �1A \ I �/ I �' 7 3 OS - GRADE EL.= +12.2' -o SCDHS AND SHALL BE AN AUTHORIZED INSTALLER. O 0��7, 74 MIXED SAND & GRAVEL L F` 14. INSTALLER SHALL REGISTER THE OWTS WITH SCDHS. O' BROWN SILT ML �9 °�� 15. AN EXECUTED O&M CONTRACT BETWEEN THE MAINTENANCE �F J� PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO PALE BROWN FINE s P MEDIUM SAND SCDHS. THE SERVICE CONTRACT SHALL BE A MIN. 3 YEARS. ace \c N N CY3M �; ,1� / ° N NNN 11.6'- 1�. _:1:c6M 0 •Q��' -- Q �� Q • UNDERGROUND LPG TANK SHALL BE MIN 1 00' FROM ANY WELLS r7 CV NN 'I�� °� ` 0 WATER I N PALE BROWN FINE ' QO• ONSITE DRY WELLS SHALL BE MIN 50 FROM ANY WELLS O 00 � \ �c, Design Professionals Certification Required. CD- -00 6 ' <'o �''� To MEDIUM SAND S P Submit P.E.or R.A.Certification For • 1/A OWTS SHALL BE MIN 75' FROM ANY WELLS O �0 tiF \ 17'- The Installation and Construction of the Sewage Disposal System • SANITARY LEACHING POOLS SHALL BE MIN 1 00' FROM ANY WELLS � O,-NM � J. I/A OWTS &LEACHING POOLS SHALL BE MIN 5FROM PROPERTY� \`\\ 6' L GROUNDWATER ENCOUNTERED Use Form WWM-073 LINE CD CD as CD ° _ s F • I/A OWTS &LEACHING POOLS SHALL BE MIN 10' FROM ONSITE DRY U) cc cr crcc III, 10.8' BELOW GRADE (ELEV +3.7') �� 3?�J ��"� WELLS. T J �6',,O-�� 0F NEGyY N °�°� �° �P� 0 Revised plan approved: 9/20/23 Expires: 4/23/26 O vG AJ Cij QREW 9co 9E1vNETT u; �01�9� �F� Site Plan ?n `� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES N ~ O �?o�os Scale. 1 = 20� �� hOf 7`` PERMIT FOR APPROVAL OF CONSTRUCTION FOR Acz U SINGLE FAMILY RESIDENCE ONLY 0 Q co < T SURVEY PREPARED BY NATHAN TAFf CORWIN L.S. ° PROPOSED SITE PLAN PREPARED BY RZ ARCHITECTURE & DESIGN, REVISED 6/8/23 ELEVATIONS BASED ON VERTICAL DATUM NAVD88 DATE 4i23i- H. No. R-22-1559 APPROVED ^f FOR MAXIMUM OF 7 BEDROOMS EXPIRES THREE YEARS FROM DATE OF APPROVAL ' SEE ATTACHED SPECIAL CONDITION, (D Space above reserved for SCDHS approval � GRADING PLAN AND/OR PLOT PLAN. U) i 087 970 091 W 067 N = d' • 1� ° W X N o cy) O M �f • • = M C OWTS NOTES: •— -mm CV Oil I 1. ALL 18"RISERS,SAFETY SCREENS AND COVERS SHALL BE POLYLOK MANHOLE 1 &2:3009RP 20"RISER y PAN,3009-SS 20"SAFETY SCREEN AND 3017-C20 20"HD COVER. = r 2. ALL 24"RISERS,SAFETY SCREENS AND COVER SHALL BE POLYLOK MANHOLE 3:3009-AR 24:ADAPTER ° N Z CMO RING, (1)3008 24"RISER,3008-SS 24" ° 3. OWTS TO VENT VIA WASTELINE AND THROUGH HOUSE PLUMBING, NO SEPARATE VENT LINE REQUIRED. 4. BLOWER SHALL BE ABOVEGROUND AND HOUSED IN PUMP PROTECTOR VENTED AIR PUMP HOUSING V C O 5.ALL OUTLETS FROM THE DISTRIBUTION STRUCTURE SHALL BE AT THE SAME LEVEL TO INSURE ° ° ° 064 094 = THE EVEN DISTRIBUTION OF FLOW AND ALL OUTLET PIPES MUST BE PROVIDED WITH APPROPRIATE • ees E Cz ENDCAP LEVELING DEVICES. E Plc CONTROLPANEL �e W �=C� HP120 COMPRESSOR m (y ROOFLINE REMOTE mullimm �O �To REMOTE oPs � CCf O / • Lu CZ C = !C O HOUSE CD = ccO � G T M — SOLID CONCRETE COVER SOLID CONCRETE COVER POLYLOK COVER TO GRADE W/ 20"POLYLOK DIS.BOX CLEANOUT PER DETAIL POLYLOK HOPE SAFTEY SCREEN 4.0 PVC SCH40 SDR35 FINISHED GRADE+11 EEWEERLIINrE FINISHED GRADE+11.5' MAIN HOUSE FF ELEV.+15' MIN. I III III III III�IHII III�II 14 SEWER CONNECTION 4"0 PVC B MAIN HOUSE INV.EL.+9.5' SCH40 .0'MIN 8"MIN.SLAB 00 IN SEWER LINE 1'MIN. 1'MIN. 2.5' AX. (TRAFFIC BEARING) 2.5' AX. 1/8"PER FT 72 2'LENGTH DB MIN. 64 C.I.PIPE INLET D 20"MIN. 20°MIN. INV.+9.0' 4"0 C.I.PIPE @ 4"0 PVC SCH40 OUTLET I T HOUSE CONNECTION SDR35 SEWER LINE I� D INV.+8.8' OUTLETS INLET INV.+8.5' M 1/4"PER FT MIN. INLET INV.+8.3' 1 10'MIN.FROM FOUNDATION INV.+8.7' (16'ACTUAL) 2'MIN. 3'CLEAN M 40 8.5 LX4.75 W 2'MIN. 40' 8.5'LX4.75'W C� MIN. 18'MAX• 4.0'DEEP 4.0'DEEP SAND COLLAR CD O CD LEACHING GALLEY LEACHING GALLEY A Z I s0 w� BOTTOM 4 -tf 1 HYDROACTION AN800 EL.+3.55 CD Cz 0 BTM.EL.4.63' � -.0 Q WASTEWATER TREATMENT UNIT 3'MIIJ' OPEN BOTTOM 4"0 CROSSOVER PIPE ITEM PIN DESCRIPTION QTY: Q O PROPOSED OUTFALL #1 : SANITARY PROFILE 800 GPD RATED CAPACITY (SCDHS) HA-AN800-111 TANK,AN800 245 NITROGEN REDUCTION REMOTE , _ �,� _ HIGHEST EXPECTED GROUNDWATER ELEV.+1.5' ________ A - TANK,AN800 245 PRETREATMENT c ♦ O O NOT TO SCALE _____ __� W ~ 6'0'MINIMUM PENETRATION B 130002 SNG STANDARD 2 TANK CONNECTING KIT 1 ♦^ INTO VIRGIN SAND&GRAVEL C - ASSEMBLY,RE-CIRCULATION 245 COMPLETE AN800 �/J D AN800-P AN800 W/PLATFORM COMPLETE 1 0 (5)85L X 4.75'W X 4.0'DEEP E ECSO-30-L150-PLC EC50-30-L-150-PLC 1 N LEACHING GALLEYS (,, HYDROACTION AN800- DETAIL cn NOT TO SCALE —AERATOR MOUNTING CASTING 120V AC,10,60 HZ,20-AMP POWER SUPPLY LEC.CONDUIT #12-2 AWG WITH GND IN 1.PVC CONDU OWTS WIRING PER MFGR. HARDWIRE HYDROACTION MAIN AN800 Q AN800 CONTROL SERVICE ELEC. OWTS AIR PANEL PANEL SERVICE PUMP CONNECTION NOTE:BURIED ELECTRICAL POWER CONDUITS Cz ROUND ROD SHALL BE MIN.24'BELOW GRADE �+ ELECTRICAL ONE LINE DIAGRAM NOT TO SCALE �Cz V TRAFFIC BEARING FRAME WITH FOUNDATION WALL COVER TO GRADE STOPPER ,-------zz.5 -----1 s .. OR END-PLUG ::•. N C N MM r '`'.�w • r ��= POLYLOK 20"D-BO '•:�':: PART NO.3017-20 PROVIDE SPEED LEVELER N N NN RISER PIPE MATERIAL-HOPE AT EACH OUTLET Imo. i C6M Z T—NNN ? INLET INV.EL. 30° ELBOW OUTLET INV.EL N PER PROFILE O 00 PER PROA , N O T—NM 8"THICK CRUSHED STONE BASE > crr 00 WYE J SEWER DRAIN --- " Q� O .••':•�,•ryl POST-TREATMENT 2 " POLYLOK � ORE1"re�B(M1NETT �* N ;. TO SEPTIC TANK/ Or, GREASE TRAP DISTRIBUTION BOX DETAIL DB �_ ) 1, CEO 07574 (Yi '0 NOT TO SCALE �oFE55 N }, SEWER CONNECTION CLEANOUT 4_� NOT TO SCALE 0 Q C/) EE ATTACH M ENT S C\j Space above reserved for SCDHS approval C/3 SURVEY OF LOT I MAP FOR ls�Y�� og JOSEPH & HEIDI BATTAGLIA YLE gA 111 FILE No. 11840 FILED DECEMBER 22, 2011 Oslo 1g 116 c� SITUATE , ¢ SOUTHOLD 0��gL1E °' TOWN OF SOUTHOLD ` SUFFOLK COUNTY, NEW YORK N \ rk� i a rye. J�� s S.C. TAX No. 1000-64-03-3. 1 �p�`L• 1 k ��,• ` SCALE 1 "=30' Q FEBRUARY 20, 2013 s� �� 00. APRIL 30, 2013 ADD PROPOSED DOCK DETAILS 1 0� 10� / / F t� JUNE 23, 2022 UPDATE SURVEY �11• v. g1 g10� I\ \ S� cs�E �' X \ \� TOTAL AREA = 41,843 sq. ft. yE \ \\ (TO TIE LINE) 0.961 aC. o \ `moo' ` \\ \ \ UPLAND AREA = 40 938 sq. ft. ` ' 0.94 ac. X1f.3 o ykpl/ .�� , WETLAND AREA = 905 sq. ft. w a I; 7� (TO TIE LINE) 0.021 aC. GHPPO` ::<` CERTIFIED T0. }�?:�?�`i':�:i� :�:�� • / l5Q / /� 9� JOSEPH BATTAGLIA HEIDI BATTAGLIA ?i::.:. :,_ 1 I ° �y PECONIC ABSTRACT Inc. CO. a / X) :i:: x:;:.;::::> ? ; ... I e \$r�G`In \ FIDELITY NATIONAL TITLE INSURANCE COMPANY 4 moo. �9� \ TITLE No. FNP 01504 :.•::. A. •:.': . :.. 12 a \ 0 NOTES: I.... -bb py / I GRAVEL DRIVEWAY9�y Q ?; ;::;:;. s \ \ •6' 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ` �� 1 .......... \ \ EXISTING ELEVATIONS ARE SHOWN THUS:Xxx '0p"�\ \ EXISTING CONTOUR LINES ARE SHOWN THUS:Xx— —xX 1Q / \ ... ;,' :.:::::::: \% \ F.FL. - FIRST FLOOR :.:.::...�. \ G.FL. - GARAGE FLOOR 1 R - / \ x12_3 I / T.W. - TOP OF WALL B.W. - BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: i ADO ' FLZON INSURANCE FLRATE MAP No.OOD ELEVATIONS 6 H DETERMINED ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); Esc BASE FLOOD ELEVATIONS DETERMINED �0'4 � 6'• s\ - 04, �� I \'_Z , ZONE X": AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD \ 92 to.o ,��n \ `�`' WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. X2.3 3. PROPOSED LOT COVERAGE = 3,000 sq. ft. (INCLUDING HOUSE) tiF OR 7.3% OF UPLAND AREA. Oy �er� ep./ L�r\ X2.5 x-7-7 I \ \ \ 00 o A I y \ \ \ >\ 0 \ \ cp �9J, 6° �� \� UNAUTHORIZED ALTERATION OR ADDITION •�' v �� OF � \J �j�• *� �O S SECTION 7209 F THIS SRVEYSTHE�NEWTION YOR STATE �° \ EDUCATION LAW. L COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S SEAL OR EMBOSSED SEAL SHALL INOTOBE CONSIDERED TO BE A VALID TRUE COPY. •3T 0 �y CERTIFICATIONS INDICATED HEREON SHALL RUN �• �� p i ONLY TO THE PERSON FOR WHOM THE SURVEY O �n „ IS PREPARED, AND ON HIS BEHALF TO THE y,�O�F.pTO, TITLE COMPANY, GOVERNMENTAL AGENCY AND Gy ti LENDING INSTITUTION LISTED HEREON, AND S" TO THE ASSIGNEES OF THE LENDING INSTI- Fps `'oOyy,� TUT10N. CERTIFICATIONS ARE NOT TRANSFERABLE. 0 r04 THE EXISTENCE OF RIGHT OF WAYS ANY. NOT SHOWNTAREFNOTCORD GUARANTEED. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED Nathan Taft Corwin i l l BY THE l..I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. Land Surveyor Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 1586 Main Road P.O. Box 16 N.Y.S. Lim. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 33-039B SURVEY OF JUL 31 2023 LOT I ..� jabw) T� T'T`*�;r rr-1� ��YA og s MAP FOR . ..... . - , 1��g�EtiE 1 JOSEPH & HEIDI BATTAGLIA 1 11 l/ FILE No. 11840 FILED DECEMBER 22, 2011 SITUATE '00S O U tiE �\ THOLD \ TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK ' o S.C. TAX No. 1000-64-03-3. 1 `L�O / `ka Fa°Qe� ' � SCALE 1 "=30' y FEBRUARY 20, 2013 APRIL 30, 2013 ADD PROPOSED DOCK DETAILS JUNE 23, 2022 UPDATE SURVEY FEBRUARY 9, 2023 REVISE 10' CONTOUR NOTE \ JULY 28, 2023 FOUNDATION LOCATION TOTAL AREA = 41,843 sq. ft. 4 \ \I \ ' �" � (TO TIE LINE) 0.961 ac. 1✓SiG 1✓ N �� x x113 \� �\ UPLAND AREA = 40 938 sq. ft. SA �1 EgL1 i — \ _ _ �� I 0.9a ac. IN \ I WETLAND AREA = 905 sq. ft. N (TO TIE LINE) 0.021 ac. Zrn 1 I 1 cbNc _ _ \ Gr' \ x 10.6 \ gc l I \ FcR e 11. CERTIFIED TO: o ��`cM• � /o o � I LOT 1 f �� 09 I / I os Fo, x / JOSEPH BATTAGLIA P '4� / 1 I , �oN '" s'Oa• 6�QsQ4r / / 13.41 \ HEIDI BATTAGLIA CIO. � �J � F, 1 i s• oo �P s� �2 5 y / x I 1 �s T o�F I s r / I I \ PECONIC ABSTRACT, Inc. s.s 1 \ o � tioGNo .ry I I I �� \\ FIDELITY NATIONAL TITLE INSURANCE COMPANY 1 i 1 \\ ��Hc Nq��q?oo, 'gT'ON �? ti ry, I Isom?`\ \ `� TITLE No. FNP-01504 12. ?0 I / C'N 6 I 13.3 NOTES: I I S \ 6 y'6•yyoy// _8 / I \\ e• �s quo x I \ \ p to- ti ,? ry� I I \ \ —� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM ao• I I I ` x15'5 \ \ EXISTING ELEVATIONS ARE SHOWN THUS:xx.x O,�p s s \ k ti. I I xl ` / EXISTING CONTOUR LINES ARE SHOWN THUS:xx— — — — —xx F-FL. — FIRST FLOOR \ 1 I 8\ G.FL. - GARAGE FLOOR x12 3 13. \ / T.W. - TOP OF WALL B.W. - BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: A- FLOOD INSURANCE RATE MAP No. 36103CO166 H o ��`' x�` I x \\ \ x 13.4 �1 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED •��Op/ � ��e \\ \ �Oyy 1\ \ \ eal• ZONE VE: BASETFLOOD FLOOEDLEVATONSLDET RMIN HAZARD (WAVE ACTION); ��a �j. y0 \ I x 1 \ \ \ ZONE X*: AREAS OF 0.27. ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD NX s 1 'PJ,� \ \ \ A10.0c \ WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN �s.9 \ \ \ \ 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. vG�y4� \2.6 4 003 ` lc2o 1p \ �\ CP AVIAy a \�� y� PREPARED IN ACCORDANCE WITH THE MINIMUM \s s Ae STANDARDS FOR TITLE SURVEYS AS ESTABLISHED O y \ Q BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASS`,19L11•Il!/�� ck, �� g NSA Cp9 :�9 �.. 13 PIP Q ' ' try O OK 0 N.Y.S. Lim. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72 TH OF E NEW YORK STATE LA EDUCATION LAW. Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Successor To: Joseph J. Isaksen, Jr. L.S. g g LENDING INSTITUTION LISTED HEREON, AND ph A. In a no L.S. TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 33-039D SURVEY OF LOT 1 MAP FOR JOSEPH & HEIDI BATTAGLIA FILE No. 11840 FILED DECEMBER 22, 2011 SI T UA TE �olgi� c � S O UTH O LD Es G E g�SEPTIC SYSTEM TIE MEASUREMENTS MAIN HOUSE S�`c� yi TOWN OF SOUTHOLD HOUSE HOUSE S U F F O L K COUNTY, NEW YORK CORNER nA CORNER© S.C. TAX No. 1000-64-03-3. 1 HYDROAOUTLET CTION COVERAN 800 21> 18, Qom° SCALE 1 "=3 0' FEBRUARY 20, 2013�' DISTRIBUTION BOX 26 27 �Qj k�' 1•� . APRIL 30UNE023'ADD PROPOSED PDATE Sp RVEYDETAILS LEACHING COVER 1 24" 34' \y` � ��, air FEBRUARY 9, 2023 REVISE 10 CONTOUR NOTE LEACHING COVER 2 a2' S5' ✓ OOr JULY 28, 2023 FOUNDATION LOCATION ti .� NOVEMBER 19, 2024 FINAL SURVEY LEACHING COVER 3 20" 34" y` ``�°�` `e �../ �G LEACHING COVER 4 29 45 Ilk $� •2.� �-�� RAh TOTAL AREA = 41,843 sq. ft. oilZ6Oj� ,�' ��y �� ,y� ,: (TO TIE LINE) 0.961 a. g110 UPLAND AREA = 40 938 sq. ft. o ;,¢• ' .; 'o�+ °R w 0.940 ac. WETLAND AREA = 905 sq. ft. q o ��'c�;% Fgyc^ (TO TIE LINE) 0.021 aC. ON azo 00* I, 40, CERTIFIED TO • ' I�y�,) � JOSEPH BATTAGLIA `J ,Ofl ? s goo, o HEIDI BATTAGLIA PECONIC ABSTRACT, Inc. �• o" R My ¢ �,� se0 �,� �✓` FIDELITY NATIONAL TITLE INSURANCE COMPANY �gp�'yF a ` ` ' So, ` TITLE No. FNP--01504 �A�no a s0e ^'so• k 6� NOTES; �$ �. ' � ,1g• �,�0�c� f?Nrw, ;`+�tiFNA ^,,��I ^a �'� rya 0..� 1, ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM r, ti y ;�•=y4An0 r3 0• Aso, �' -w 4['XIJ,lieu ELEVATIONS ARE SHOWN THUS: rt t1d s. q EXISTING CONTOUR LINES ARE SHOWN THUS: 04 - TOP Ors WALL ,LOT 1 s ��L. O�S�F \ eOTroM OF WALL S 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO166 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); �`o �` BASE FLOOD ELEVATIONS DETERMINED o y ZONE X•: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD `% WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED 8Y LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. rn c'�as ` �� ,/'r d -� y� `��' • F E B — 6 2025 . . O' y {a�Gtia � �01, - 0' ;:�JI7FOLK COUNTY I"}C: '11RT1.4ENT OF HEALTH SERVICES 01E` A PPR0Ve'.L C) :r,,;,3 "rU1;TED V!10R KS FOR ��yoi \j A rIN(31..L F'A%111 LY R 'SIDE1C � S \tP l y f r f�i?"E? 02/05/2025 t.j C I:€?Y �'.;.,� R-22-1559 PREPARED IN ACCORDANCE WITH THE MINIMUM ` _._. .... _ _ _.., STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE LI.A.LS. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND Tr► c� 'Th, sev,api,- c;,,. sal ;zdsupply i,,4 i ns^#this loc,ttion havp I'eran TITLE ASSOCIATION. in�xtccted andilo, C CI'fS °7 f li ar Df� fl^)ye 0'bls'?f g wg'`'f cics ind found �//1� •�4�r�� Iobt, 6ORA or 7 FLDf�'`C1C7P!S. �aa,y�l 1Cy EibE,N 6 A!I 6'L.,CtW •"` %��e1 rM/ C'}� °<$C , °VIr : ��* ? r� r�A Q� 4q351 ~,P•a"" ;r a"tom.:" rt ��w N.Y.S. Lim. No. 50467 UNAUTHORIZED ALTERATION ADDITION TO THIS SURVEY IS A VIOLATION OF a SECTION OF THE NEW YORK STATE EDUCATIONN LAW. Nathan Taft Corwin III LA COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE CO". CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A Ingegno L S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING Title Surveys — Subdivisions — Site Plans — Construction La ut INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y Yo PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 .7. — . . SURVEY OF LOT 1 MAP FOR JOSEPH & HEIDI BATTAGLIA ¢ 1 FILE No. 11840 FILED DECEMBER 22, 2011 1✓ ��' SI T UA TE > �E 1C � G� S O UTH O LD i�. S. 1z °o, TOWN OF SOUTHOLD SEPTIC SYSTEM TIE MEASUREMENTS MAIN HOUSE SA04� gL'�� HOUSE o CORNI_R[. SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-64--03--3. 1 HYDROACTION AN 800 21' 18' \ oio 0e OUTLET COVER SCALE 1 =30 DISTRIBUTION Box 26' 27' A�b ,�4?tip 4 �, FEBRUARY 20, 2013 rl-�` 6+e APRIL 30, 2013 ADD PROPOSED DOCK DETAILS LEACHING COVER 1 24' 34' ' �' ✓ tJ JUNE 23, 2022 UPDATE SURVEY ono LP FEBRUARY 9, 2023 REVISE 10' CONTOUR NOTE LEACHING COVER 2 42'..._ 55' � �� ,- O . JULY 28, 2023 FOUNDATION LOCATION 20'_. 34' ... " y� \r G `G� ! ,mot o ,y $�� NOVEMBER 19, 2024 FINAL SURVEY LEACHING COVER � .� � LEACHING COVER 4 29' 46' %"� .✓,� `t t�•� v�' ' TOTAL AREA = 41,843 sq. ft. �r�a �. (TO TIE LINE) 0.961 cc. UPLAND AREA = 40 938 sq. ft. A 'gA� �i1✓ G r. �a �c ba 0.940 cc. y $ ' WETLAND AREA = 905 sq. ft. 10p ��„�- ay � (To TIE LINE) 0.021 cc. C..ERTIF_11ED _T0, eC, � ) ` �� ' q '� �� JOSEPH BATTAGLIA ,� s''.0. o ��,� HEIDI BATTAGLIA PECON Co. � � °y.t JsFOR� ,� S e r ,- ABSTRACT, Inc. F DELI�'IY NATIONAL TITLE INSURANCE COMPANY " H ` .0. Gp� MF .a ,� TITLE No. FNF'-�01504 o� q k 0' ,. 'y p�J►g my cod o�• O� ..�.� a Q1 •°. �, NOTES: ,> PG ^':: •:. oy T, 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: EXISTING CONTOUR LINES ARE SHOWN THUS: Ia� '��• p�jG k � ',. j-, , TOP OF WALL LOT(Z) ,E �L e , BOTTOM OF WALL 2. FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO166 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE VE: COASTAL FLOOD WITH VELOCITY HAZARD (WAVE ACTION); BASE FLOOD ELEVATIONS DETERMINED ZONE X#. AREAS OF 0.27. ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. o« \ t \ � r rA 9 is . PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TIRE SURVEYS AS ESTABLISHED BY THE LI.A.LS. AND APPROVED AND ADOPTED e Q` FOR SUCH USE BY �VEW'CORK STATE LAND VIP aC' »�, r� .4 .+ j TITLE ASSOCIATIgN,.%% �P , b r y ! •4� wF a�• o d4 SIt, e . ' rl .... �' � 'ttlll;itb' N.Y.S. Lite. No. 50467 �3- E C E (��J (� TOUNAUTHORIZEDSURVEY ALTERATION TI ADDITION `Vf �5 70 THIS SURVEY I5 A VIOLATION OF SECTION 72LA OF THE NEW YORK STATE Nathan Taft for in III EDUCATION LAW. J U L 2 3 2025 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. QUIIO°,41C1 � ` �� CERTIFICATIONS INDICATED HEREON SHAD_ RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Town of Southold IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isoksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A In a no L.S. LENDING INSTITUTION USTED HEREON, AND p 9 9 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. l Tite Surveys Subdivisions — e Plans — Construction CERTIFICATIONS ARE NOT TRANSFERABLE. �' '"" Sbdi Site Pl Ctt Layout Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OF`F'lCtS LOCATED AT MAILING ADDPE'SS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jomesport, New York 11947 Generated by REScheck Web Software Compliance Certificate Project Hobart Road Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,417 ft2 Glazing Area 29% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Hobart Road Hobart Road ronzakary@gmail.com Southold, New York 11971 Southold, New York 11971 �Compliance: Passes using UA trade-off Compliance: 5.4%Better Than Code Maximum UA: 846 Your UA: 800 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,356 38.0 0.0 0.030 0.026 71 61 AGW Main: Wood Frame, 16" o.c. 4,513 21.0 0.0 0.057 0.060 184 194 Exterior Doors: Solid Door(under 50%glazing) 36 0.200 0.320 7 12 Windows:Vinyl Frame 1,247 0.300 0.320 374 399 SHGC: 0.30 AGW Garage: Wood Frame, 16" o.c. 159 21.0 0.0 0.057 0.060 8 8 Garage Door: Solid Door(under 50%glazing) 18 0.200 0.320 4 6 AGW Attic Knee: Wood Frame, 16" D.C. 69 15.0 0.0 0.077 0.060 5 4 Foundation Walls: Solid Concrete or Masonry Wall height: 9.5' 2,247 15.0 0.0 0.053 0.059 113 126 Depth below grade: 8.5' Insulation depth: 9.5' Windows:Vinyl Frame 113 0.300 0.320 34 36 SHGC: 0.30 Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 1 of10 t 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. a., 2/22/2023 Name-Title Signature Date Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 2 of REScheck Software Version : REScheck-Web 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. Sec ion Plans Verified: Field Verified 4t Pre-Inspection/Plan Review Complies? Comments/Assumptions & Req.ID Value. Value 103.1, {Construction drawings and ❑Complies ;Requirement will be met. 103.2 :documentation demonstrate ❑Does Not [PR111 !energy code compliance for the 4 ;building envelope.Thermal ❑Not Observable :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 [PR3)1 lighting and mechanical systems. ❑Not Observable ; I Systems serving multiple ❑Not Applicable j dwelling units must demonstrate : compliance with the IECC [Commercial Provisions. 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr : Btu/hr :❑Does Not [RR2]2 on loads calculated per ACCA Cooling: Cooling: :❑Not Observable �j Manual J or other methods : Btu/hr Btu/hr approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection Value .Value Complies? Comments/Assumptions &Re q.ID 402.1.1 ;Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 'insulation R-value.Where interior ;table for values. i insulation is used,verification R- R- -]Does Not COO may need to occur during ;❑Not Observable ; Insulation Inspection. Not ;❑Not Applicable :required in warm-humid locations in Climate Zone 3. 303.2 lConditioned basement wall ❑Complies ;Requirement will be met. [F05]1 :insulation installed per ❑Does Not !manufacturer's instructions. ❑Not Observable I [-]Not Applicable 402.2.9 ;Conditioned basement wall ; ft ; ft ;❑Complies ;See the Envelope Assemblies [F06]1 !insulation depth of burial or ❑Does Not ;table for values. ui distance from top of wall. ;❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed 1❑Complies ;Requirement will be met. [FOT1]2 to protect exposed exterior I❑Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable , IONot Applicable 403.9 il Snow-and ice-melting system ❑Complies ;Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. N) ❑Not Observable I❑Not Applicable Additional Comments/Assumptions: 1 I High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough=ln Inspection Complies? Comments/Assumptions & Req.ID Value Value. 402.1.1, 1 Door U-factor. U- U- ;❑Complies :See the Envelope Assemblies 402.3.4 i :❑Does Not ;table for value's. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;see the Envelope Assemblies 402.3,1, 1 average). ❑Does Not ;table for values. 402.3.3, 402.5 1 ; ;❑Not Observable [FR2]1 I ;❑Not Applicable SO I 303.1.3 U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 ;are determined in accordance ❑Does Not !with the NFRC test procedure or ;taken from the default table. ❑Not Observable ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions, �J j❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built �❑Complies :Requirement will be met. [FR20]1 !!is listed and labeled as meeting '❑Does Not IAAMA/WDMA/CSA 101/I.S.2/A440 ca or has infiltration rates per NFRC IE]Not Observable 400 that do not exceed code ❑Not Applicable :limits. 402.4.5. IC-rated recessed lighting fixtures: ❑Complies Requirement will be met. [171116]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm leakage at 75 Pa. ❑N E]Not Observable , _. of Applicable 403.3.1 'Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 iinsulated >= R-B where duct is ❑Does Not 0 >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and [:]Not Observable return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 jDucts, air handlers and filter j❑Complies ;Requirement will be met. [FR13]1 :boxes are sealed with !❑Does Not !joints/seams compliant with !!! �00 iInternational Mechanical Code or ❑Not Observable International Residential Code, as ❑Not Applicable 1 applicable. , 403.3.5 Building cavities are not used as ❑Complies :Requirement will be met. [FR1'5]3 ducts or plenums. ❑Does Not L9 ❑Not Observable ❑Not Applicable 403.4" 'HVAC piping conveying fluids R- ; R- ;❑Complies :Requirement will be met. [FR11]2 above 105 QF or chilled fluids : ;❑Does Not below 55 °F are insulated to ?R- :3. ;❑Not Observable ❑Not Applicable 403.4.1 I Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable I ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 >_R-3. ;❑Does Not 9J !❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing"/Rough-In Inspection Value Value Complies? Comments%Assumptions & Req.ID 403.6 .. jAutomatic or gravity dampers are 10complies !Requirement will be met. [FR19]2 ° installed on all outdoor air J❑Does Not intakes and exhausts. ❑Not Observable IE]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 13, Low Impact(Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 6 of10 Section Plans Verified Field Verified # .Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 (All installed insulation is labeled { ❑Complies ;Requirement will be met. [iN13]2 l or the installed R-values ❑Does Not A provided. {S f❑Not Observable I I❑Not Applicable 402.1.1, ;,Wall insulation R-value. If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/z of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.E !wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior,the exterior insulation ; fig, !requirement applies (FR10). ;❑ Steel ❑ Steel ❑Not Applicable , 303.2 ,Wall insulation is installed per []Complies ;Requirement will be met. [IN4]1 'manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 7 of10 Section . Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value• Value 402.1.1, ;Ceiling insulation R-value. R- R- ;DComplies ;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 i❑Complies ;Requirement will be met. 303.2 1 manufacturer's instructions. ❑Does Not [17I2]' i Blown insulation marked every 300 ft2. ❑Not Observable 1 ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies :Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable i❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies :Requirement will be met. [FI3]' !insulation zR-value of the ❑Does Not !adjacent assembly. ;❑Not Observable :❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]' lach in Climate Zones 1-2, and ;❑Does Not !<=3 ach in Climate Zones 3-8. ; iElNot Observable ![]Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies :Requirement will be met. [FI27]' :determine air leakage with ft2 ft2 :❑Does Not !either: Rough-in test:Total ❑Not Observable I ,leakage measured with a !pressure differential of 0.1 inch ; ;❑Not Applicable :w.g, across the system including !the manufacturer's air handler I enclosure if installed at time of ; (test. Postconstruction test:Total ;leakage measured with a ;pressure differential of 0.1 inch 1w.g. across the entire system I including.the manufacturer's air handler enclosure. 403.3.4 1 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]' ;cfm/100 ft2 across the system or ft2 ft2 i❑Does Not 1<=3 cfm/100 ft2 without air handier @ 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 ❑Complies ;Requirement will be met. [FI24]' by manufacturer at<=2%of ❑Does Not :design air flow. ❑Not Observable ; ❑Not Applicable 403.1.1 J Programmable thermostats I ❑Complies ;Requirement will be met. [Flg]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to []Not Observable code specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ❑Complies ;Exception: Requirement is [FI10]2 'Ion heat pumps. ❑Does Not :not applicable. : ❑Not Observable ❑Not Applicable 403.5.1 I Circulating service hot water ❑Complies ;Requirement will be met. [FI111z systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable i ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions . Complies?. 'Comments/Assumptions- & Req.ID Value Value , 403.6".1 All mechanical ventilation system ❑Complies ;Requirement will be met, 125]2. !fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table []Not Observable j R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Requirement will be met. [FI26]2 through one-or two-pipe heating i ❑Does Not {systems have outdoor setback {❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. i 403.5.1.1 Heated water circulation systems ❑Complies ;Exception: Requirement is [FI28]2 have a circulation pump.The ❑Does Not not applicable. system return pipe is a dedicated , ❑Not Observable return pipe or a cold water supply pipe. Gravity'and thermos- []Not Applicable syphon circulation systems are not present, Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls 1 automatically turn off the pump ; when water is in circulation loop i is at set-point temperature and y!,no demand for hot water exists. , 403.5.1.2 Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not :not applicable. 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the I ❑Not Applicable fidesired water temperature in the piping. 403.5.2 Demand recirculation water 10Complies ;Exception: Requirement is [F13012. systems have controls that ❑Does Not :not applicable. manage operation of the pump and limit the temperature of the ❑Not Observable ; water entering the cold water []Not Applicable }piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies ;Requirement will be met. (F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat " " ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- 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 f ❑Complies ;Requirement will be met. [FI611 :fixtures have high efficacy lamps.i ❑Does Not C ❑Not Observable ❑Not Applicable 1 404.1.1 Fuel gas lighting systems have ❑Complies ;Requirement will be met. [F12313 no continuous pilot light. ❑Does Not ❑Not Observable i❑Not Applicable 401.3 lCompliance certificate posted. I �❑Complies ;Requirement will be met. [F17]2 ❑Does Not ❑Not Observable !❑Not Applicable 1 High Impact(Tier 1) 2- Medium Impact(Tier 2) s 3 1 Low Impact(Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? . Comments/Assumptions & Req.ID' 303.3 Manufacturer manuals for ❑Complies ;Requirement will be met. [17118]3. mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Hobart Road Report date: 02/14/23 Data filename: i Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 15.00 Floor 0.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating LI-Factor SHGC Window 0.30 0.30 Door 0.20 CoolingHeating &, Heating System: Cooling System: Water Heater: Name: Date: Comments MAX TDP DF RIDGE __ _ MAX TOP OF RIDGE Ronald Zakary -.............-.................... _ - SKY CPO 1IRE11l RZ architecture & design 111 South Street Suite 16 Oyster Bay, NY 11771 RonZakary@gmai68om PLATE ielev+34 051 —_ —— TOP PLATE Iev+34� \\ FM / ❑ " Project Title: ® 0 —_ \\ / TGPOFKNEEWALL ele .2s65 _ — Ll ❑ ❑ -r >i \ PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE ❑ TOPOFSECONDFLOOR 01 2605 \\ �ZEK PANEL\ / GARAGE PLATE HFIGHT elev+2301 - \ HOBART ROAD SOUTHOLD N Y 11® L ®® ® 971 \ f ❑ ® ' SECTION 64,BLOCK 03,LOT 03 I I Ill liffli Till till 11 Ill ❑ ❑ TOP(IF FIRST FLOOR(el v+ °°L Ronald Z a k a r y EXISTING AVERAGE OPDF6ARAGE elev+,3°°, EXISTING AVERAGE GRADE ___ - - _ _ L (elev. +10.8) EXISTING -4- (e ev. 10.8) - pL (er.�a 6� FRONT ELEVATION SKY PLANE DIAGRAM °Icy, 4 ,5 118"=1'.011 _ MAX TOP OF RIDGE_ .{ MAX TOP OF RIDGE —— —— —— —— —— —— —— .................... .................. —— ........ ............ ............. (elev. +45.8)Ill Hill IJITIF Ill IT 111111 — \ J►,�� , � C,��' TOPPLATE�ev+3405) —— \\ Revisions LLL ® 11 \\ No. Date Description �. ❑ ❑ ❑ \\ 1 04-26-2023 Progress Set / 2 05-03-2023 100%CD'sl File for Permit ' TOP OF SECOND FLOOR(du+226.� r — — \\ / r ' [illTillitillIII J \ 3 06-08-2023 BD COMMENTS r Fill ITEI [till ill lit [L ITT[ITT[ IITII ITOP OF FIRST FLOOR(elev+1500)_ TOP OF FIRST FLOOR felev+1500 I EXISTING AVERAGE EXISTING AVERAGE _ GRADE L (elev. +10.8) SIDE ELEVATION SKY PLANE DIAGRAM 3 ' 118"=1'.0" MAX TOP OF RIDGE -- -- -- -- -- -- -- -- - -- - -- -- -- -- -- -- -- -- -- -- - -- -- -- -- M \� __ TOP PLATL1elev.+3405 lop _ 1111 till 11 HIT 11 111111 111111 1111LJ � a — TOP OF KNEE WAL.LeIe_+2665I Hy \ '' GARAGE PLATE HEIGH21el \ it I I, Hill Fill] FJIJJ 11 ------- a EXISTING AVERAGE SIDE ELEVATION SKY PLANE DIAGRAM TOPDFGARAGEte=+,3n EXISTING AVERAGE GRADE 2 GRADE P� =1(elev, +10.8) --— 118" '-0" - —-(elev. +10.8) PL M , MAX TOP OF RIDGE MAX TOP OF RIDGE /� _❑ ---- _- -- ❑ ❑ ❑_ ❑ ❑ ❑_ — \` Drawing Title: \—SKY EXPOSURE PLANE -- \ PROPOSED SKY FE - -- PLANE DIAGRAMS '/ TOP PLATE elegy+3405) —_ TOP PLAT�eIe�*340 `\ 71 TT _LL FM — \ [� I ± ± I ® ® / _ ❑ ❑ ❑ ❑ _ TOP OF KNFE WALL elev+26 65) \ TOPOFSECOND FLOOR(elev.+2605) �� -- — \ lit GARAGE PLATE HEIGHT�eIe_+2300 \\ I AS NOTED 1 Date: ❑ ❑ ❑ ❑ ❑ ❑,I ❑ „ ❑ ❑ I MAY 3, 2023 I TOP OF FIRST FLOOR(elev+15 0C) -- - I $--- Drawing Number: I TOP OF GARAGE elev+13 00 PL PL I I I II III J1' III'I 1II 1I' I'1 Ll 6JI"LI _J'I II' I' m m ■ REAR ELEVATION SKY PLANE DIAGRAM 1—�--- — -------- --------J 118"=1'-0" A .,PL{�MBING: ALL PLUMBING lWtE AP R VED AS NOTED &WATER LINES NEED TESTING BEFORE COVERING DATig B.P.#FEE: BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE PLUMBER CERTIFICATI0I\ FOLLOWING INSPECTIONS: ON LEAD CONTENT BEFOF- 1. FOUNDATION - TWO REQUIRED CERTIFICATE OF 0CCUPAN.. FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING SOLDER USED IN WATER 3. INSULATION SUPPLY SYSTEM CANNC- 4. FINAL - CONSTF,;^TION MUST EXCEED 2110 OF 1% LF,'f�. BE COMPLETE r•> 0. ALL CONSTRUCTi':DN ISHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. rRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF DO NOT PROCEED WITH FRAMING UNTIL SURVEY;. OR-FOUNDATION LOCATION seuTe OARD HAS BEEN;APPROVED., SOUTHOLD TOWN TRUSTEES N.Y.S.DEC Must provide Manuals D, J and S as per OCCUPANCY OR NYS Energy Code JSE IS UNLAWFUL slower door 'NITHOUT CERTIFICA"T and ductwork )F OCCUPANCY testing required. All exterior lighting installed, replaced or repaired shall conform RETAIN STORM WATER RUNO� to Chapter 172 PURSUANT TO CHAPTER 236 of the Town Code OF THE TOWN CODE. i GENERAL NOTES 22. THESE DRAWINGS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE REINFORCING STEEL FRAMING NOTES: ABBREVIATIONS AND SYMBOLS PROPERTY OF THE ARCHITECT OR ENGINEER WHETHER THE PROJECT FOR 1. THE STRUCTURE IS DESIGN WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY ARE NOT TO BE USED ON DESIGNED IN ACCORDANCE WITH THE NEW YORK BUILDING 1. ALL REINFORCING STEEL SHALL BE GRADE 60 AND SHALL CONFORM TO ASTM 1. PROVIDE ALL BLOCKING AND SUPPORTS AS REQUIRED FOR FRAMING OF NEW ANY OTHER PROJECTS OR EXTENSIONS TO THIS PROJECT EXCEPT BY AB ANCHOR BOLT PSI POUNDS PER SQUARE INCH CODE 2020.ALL WORK SHALL CONFORM TO LATEST N.Y.S.BUILDING CODE AND SPECIFICATION OF DEFORMED AND PLAIN BILLET STEEL BARS FOR CONCRETE AREAS. INSTALL AND REMOVE (AFTER COMPLETION) ALL TEMPORARY AGREEMENT IN WRITING AND WITH APPROPRIATE COMPENSATION TO THE REINFORCEMENT ASTM A615, STANDARD SPECIFICATION FOR EPDXY-COATED SUPPORTS HEADERS AND DUST SCREENS TO ADEQUATELY SUSTAIN ALL ARCH ARCHITECT PSL PARALLEL STRAND LUMBER ALL RULES AND REGULATIONS. H ARCHITECT OR ENGINEER. BC BOTTOM CHORD RF ROOF - STEEL REINFORCING BARS ASTM A775 STANDARD SPECIFICATION FOR LOADS. �~ - �¢ ' BEL BELOW RJ ROOF JOIST � � J ��"�' '``ro FABRICATION AND JOBSITE HANDLING OF EPDXY-COATED STEEL REINFORCING I „ 1 2. ALL FLOOR LIVE LOADS ARE IN ACCORDANCE WITH SECTION 1607 OF NEW 23. CONTRACTOR OR OWNER SHALL OBTAIN ALL RE PERMITS BM BEAM ��r�1 +ews REQUIRED APPROVALS, RING RETAINING YORK STATE BUILDING CODE 2020. BARS ASTM D3963 STANDARD SPECIFICATION FOR EPDXY-COATED STEEL 2. ALL WOOD FRAMING NOTED AS 2x MATERIAL TO BE DOUGLAS FIR GRADE 2 OR CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC., FOR WORK WIRE AND WELDED WIRE REINFORCEMENT, ASTM A884. DETAILING OF BETTER UNLESS OTHERWISE NOTED. BO BOTTOM OF SCHED SCHEDULE PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF,IF REQUIRED. REINFORCEMENT ASTM A615. DETAILING OF REINFORCING STEEL SHALL BP BASEPLATE SECT SECTION 3. THE PROPOSED STRUCTURE HAS BEEN DESIGNED TO WITHSTAND THE WIND f 158 County Rd. 39, Suite 10 CONFORM TO THE AMERICAN CONCRETE INSTITUTE DETAILING MANUAL. 3. FASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITHIN BRC BOTTOM OF STEEL SF SQUARE FEET PRESSURES SPECIFIED IN,.SECTION 1609. Southampton, N.Y.11968 24. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE LOCAL BUILDING BRCG BRACING SHTHG SHEATHING 300 FEET, MIN. (OR AS PER MANUFACTURER'S SPECIFICATION), OF A SALT Office: (631)259-3959 DEPARTMENT AT LEAST 48 HOURS PRIOR TO ANY WORK. BRG BEARING SIM SIMILAR 4. THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A185 (70,000 WATER SHORELINE SHALL BE STAINLESS STEEL. BS BOTH SIDES SOG SLAB ON GRADE Info@DiLandroAndrews.com LOADS: PSI MINIMUM) AND SHALL BE SUPPLIED IN FLAT SHEETS. ALL WELDING WIRE 25. IF ANY, CONTRACTOR SHALL DISCONNECT, CAP AND REROUTE ANY EXISTING FABRIC SHALL BE LAPPED TWO (2) FULL MESH PANELS AT ENDS AND SIDES 4. WOOD SILLS TO BE (1)2" x 6" A.C.Q. LUMBER WITH 1/2" DIA. ANCHOR BOLTS 12" BW BOTH WAYS SPEC SPECIFICATION UTILITY LINES IN AREA OF FOUNDATION WORK AND SHALL USE HAND AND TIED SECURELY UNLESS OTHERWISE NOTED. LONG MINIMUM AT 3'-0" O.C. AND 1'-O" AWAY FROM CORNERS UNLESS C CAMBER SS STAINLESS STEEL , A. FLOOR LIVE LOAD: 40 PSF EXCAVATION IN AREAS OF SUSPECTED UNDER GROUND UTILITIES AND OTHERWISE NOTED. CA COLUMN ABOVE STAG STAGGER Professional Seal SERVICES. IF ANY LINES ARE BROKEN OR DAMAGED, THE CONTRACTOR WILL 3 REINFORCING AND WELDED WIRE MESH FOR SLAB ON GRADE SHALL BE CANT CANTILEVER STIF STIFFENER B. ROOF LOADS: REPAIR AND REPLACE SAME AT HIS OWN EXPENSE AND ARRANGE FOR PROPER CB COLUMN BELOW STL STEEL SUPPORTED BY PRECAST CONCRETE CUBES OR BRICK OR CHAIRS DESIGNED 5. PROVIDE DOUBLE HEADERS, TRIMMERS, AND FRAMING AT ALL STAIR SNOW: INSPECTION OF HIS WORK. FOR EARTH BEARING AT A MAXIMUM OF 4'-0" ON CENTER IN EACH DIRECTION. OPENINGS, FLOOR OPENINGS, BATHTUBS, AND ALL POSTS AND PARTITIONS CC CENTER TO CENTER STRUCT STRUCTURAL OCCUPANCY CATEGORY II DEPTH OF SUPPORT SHALL PROVIDE FOR 3/4" TOP COVER TO REINFORCING, RUNNING PARALLEL TO FLOOR FRAMING. PROVIDE BLOCKING UNDER ALL CF CUBIC FOOT TO TOP OF GROUND SNOW LOAD,Pg 20 PSF UNLESS OTHERWISE NOTED. PARTITION WALLS RUNNING PERPENDICULAR TO JOISTS. CIP CAST IN PLACE TC TOP CHORD EXPOSURE FACTOR,Ce 1.0 CONCRETE NOTES CL CENTERLINE TEMP TEMPORARY THERMAL FACTOR,Ct 1.0 4. PROVIDE STANDARD BAR CHAIRS AND SPACERS AT 5'-0" CENTERS MAXIMUM, 6. BRIDGING TO BE EITHER SOLID OR (1) 1" x 3" OR 18 GA CROSS BRIDGING &NOT COL COLUMN TOC TOP OF CONCRETE IMPORTANCE FACTOR,Is 1.0 1. CONCRETE STRENGTHS AND TYPES SHALL BE USED IN THE AREAS AS SPECIFIED FOR ALL SLABS ABOVE GRADE. TO EXCEED A MAXIMUM 8'-0" O.C. CONC CONCRETE TOF TOP OF FOOTING FLAT ROOF SNOW LOAD,Pf 20.0 PSF CY CUBIC YARD TOS TOP OF STEEL OF NEw BELOW,UNLESS OTHERWISE NOTED: ,��, y 5. DETAILING OF CONCRETE REINFORCEMENT AND ACCESSORIES SHALL BE IN 7. ALL NON-BEARING INTERIOR HEADERS TO BE (2) 2" x 6" UNLESS OTHERWISE DIA DIAMETER TOW TOP OF WALL NENRY 0 C. WIND DESIGN DATA: USAGE 28 DAY MAX AGG. ACCORDANCE WITH ACI PUBLICATION 315,LATEST EDITION DET DETAIL TYP TYPICAL _ 0 WIND LOADS HAVE BEEN DETERMINED BASED ON SECTION 1609.1.1 IN ACCORDANCE . NOTED. WITH ASCE 7,SECTION 6.5,METHOD 2 ANALYTICAL PROCEDURE STRENGTH(PSI) SIZE DN DOWN UON UNLESS OTHERWISE NOTED O� f 6. SPLICE TOP BARS AT MID-SPAN ONLY AND BOTTOM BARS AT SUPPORT ONLY 8. ALL INTERIOR HEADERS SHALL BE(2)2" x 8"UNLESS OTHERWISE NOTED. DWL DOWEL VIF VERIFY IN FIELD A. SLAB ON GRADE 4000 S.C. 1" UNLESS OTHERWISE NOTED. ALL REINFORCING SHALL LAP 36 BAR DIAMETERS EF EACH FACE W/ WITH OCCUPANCY CATEGORY II „ EOS EDGE OF SLAB WP WORKING POINT' BASIC WIND SPEED(3-SECOND GUST) 140 MPH B. FOUNDATION AND BASEMENT WALLS 4000 S.C. 1 MINIMUM AT SPLICES UNLESS OTHERWISE NOTED. 9. ALL STRUCTURAL WOOD SHALL BE KEPT 2 EP EMBEDDED PATE WWR WELDED WIRE REINFORCEMENT CLEAR FROM CHIMNEYS. Fp Og72p'1 �a A IMPORTANCE FACTOR.,Iw 1.0 C. PIERS 4000 S.C. 1 EQ EQUAL R�FESSIONP D. RETAINING WALLS 4000 S.C. 1" 7. REINFORCING STEEL COVERAGE SHALL BE AS FOLLOWS (SEE SECTION 20.6.1 10. JOIST HANGER TECO CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL EXPOSURE B EX EXISTING INTERNAL PRESSURE COEFFICIENT 0.18 ACI 318,FOR CONDITIONS NOT NOTED)UNLESS NOTED OTHERWISE IN PLANS. LOAD CARRYING CONDITIONS, ETC. TO BE BY AN APPROVED MANUFACTURER F FOOTING DESIGN WIND PRESSURE FOR COMPONENTS AND CLADDING ON BUILDING WALLS 2. CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE FOR FLUSH STRUCTURAL FRAMING. WHEN IN CONTACT WITH A.C.Q. USE NEW (USE ZONE 4 GENERALLY;USE ZONE 5 WITHIN Y-0"OF BUILDING WALL CORNERS): SPECIFICATIONS AS SC OF STONE CONCRETE SHALL HAVE NATURAL SAND FINE A. FORMED WALL 2"BACKFILL SIDE.3/4" FRONT SIDE DOUBLE DIP GALVANIZED FRAMING HARDWARE. FDN FOUNDATION AGGREGATE, NORMAL WEIGHT COARSE AGGREGATES CONFORMING TO ASTM B. FOOTING 3" FIN FINISH 5. THE STRUCTURE HAS BEEN DESIGNED FOR THE IN-SERVICE LOADS ONLY. C33 AND TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C150. C. SLABS ON GRADE 3/4" TOP, 3" BOTTOM 11. FRAMING CONNECTIONS FROM EXTERIOR WALL TO ROOF ARE TO BE TIED WITH FJ FLOOR JOIST SUPPORT OF ANY CONSTRUCTION EQUIPMENT INCLUDING REINFORCING OF D. STRUCTURAL SLABS 3/4" FRAME CONNECTIONS. FRG FLANGE THE BUILDING STRUCTURE IS THE RESPONSIBILITY OF THE GENERAL CONCRETE NOTED IN THESE GENERAL NOTES, ON THE DRAWINGS OR IN THE FRMG FRAMING FT FEET CONTRACTOR. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED SPECIFICATIONS AS LW OR LIGHT WEIGHT SHALL HAVE EXPANDING CLAY OR 8. PROVIDE ADDITIONAL REINFORCING AT ALL CONCRETE WALL OPENINGS, SEE 12. ALL BEAMS MUST HAVE SOLID BEARING TO FOUNDATION, (REFER TO ON FRAMED FLOORS OR ROOFS. LOAD SHALL NOT EXCEED DESIGN LIVE LOAD SHALE COARSE AGGREGATE CONFORMING TO ASTM C330,NATURAL SAND AND DETAILS. CONSTRUCTION DETAILS). FTLr FOOTING U) FOR EACH PARTICULAR LOAD. TYPE 1 PORTLAND CEMENT CONFORMING TO ASTM C 150. LW CONCRETE SHALL G GALVANIZED W NOT WEIGH LESS THAN 95 NOR MORE THAN 116PCF. 9. WELDING OF REINFORCING BARS, ONLY WHEN PERMITTED BY THE 13. ALL HEADERS EXCEEDING 5'-0" SHALL HAVE A DOUBLE JACK STUD WITH A GLB GLUE-LAMINATED BEAM 6. REINFORCING TO SUPPORT CONSTRUCTION EQUIPMENT AND THE DESIGN STRUCTURAL ENGINEER, SHALL CONFORM TO THE AMERICAN WELDING DOUBLE KING STUD AND A DOUBLE SILL PLATE. GR GRADE HDR HEADER ENGINEERING OF THE FORM WORK, SHORES AND RE-SHORES, AS WELL AS ITS 3. ALL CONCRETE SHALL BE A MINIMUM 4000 PSI @ 28 DAY TEST. SOCIETY STANDARD D 1.4-79; BARS SHALL CONFORM TO ASTM A706. CONSTRUCTION, SHALL 13E THE RESPONSIBILITY OF THE CONTRACTOR. ALL ELECTRODES FOR SHOP AND FIELD WELDING OF REINFORCEMENT BARS SHALL 14. 'ACQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD HGR HANGER z H SUCH ENGINEERING SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER 4. CONCRETE MIXES SHALL BE PROPORTIONED TO RESULT IN CONCRETE SLUMP CONFORM TO ASTM A233, CLASS E90XX. SCHEDULED OR DETAILED STANDARDS AND SHALL TAKE THE PLACE OF'CCA'. S13 HORIZONTAL J LICENSED IN THE STATE OF NEW YORK. AT THE POINT OF DISCHARGE AS FOLLOWS: REINFORCEMENT SHALL NOT BE TACK WELD FOR ANY REASON. IN IN HIGH STRENGTH BOLT INCH Q 15. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS 7. THE METHODS, PROCEDURES, AND SEQUENCES OF CONSTRUCTION ARE THE A. RAMPS AND SLOPING SURFACES -3"MAXIMUM 10. DEFORMED BAR ANCHORS SHALL CONFORM TO STANDARD SPECIFICATION AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR INFO INFORMATION JOIST RESPONSIBILITY OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR B. FOUNDATION CONCRETE -3" TO 6" FOR DEFORMED STEEL WIRE FOR CONCRETE REINFORCEMENT ASTM A496 WITH LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. JST SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND INSURE THE C. ALL OTHER CONCRETE -3"TO 5" A MINIMUM YIELD STRENGTH OF 70,000 PSI. STANDARD ASTM A615 GRADE 60 K KIP KSF KIP PER SQUARE FOOT INTEGRITY OF THE STRUCTURE AT ALL STAGES OF CONSTRUCTION. REINFORCING BARS MAY NOT BE SUBSTITUTED FOR DEFORMED BAR ANCHORS SHEATHING PANELS RI; LAG BOLT U : CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND 5. MIXING, TRANSPORTING, AND PLACING OF CONCRETE SHALL CONFORM TO ACI UNLESS PERMITTED BY THE STRUCTURAL ENGINEER. LIVE LOAD D LL PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE, 301. L BREAKAGE, COLLAPSE, DISTORTION, AND MISALIGNMENT ACCORDING TO 11. PROVIDE WELD SMOOTH WIRE FABRIC MINIMUM 4x4-W2.OxW2.0 IN ALL TOPPING 1. SHEATHING PANELS, PLYWOOD OR ORIENTED STRAND BOARD ("OSB"), SHALL LLH LONG LEG HORIZONTAL APPLICABLE CODES, STANDARDS,AND GOOD PRACTICE. 6. THERE SHALL BE NO HORIZONTAL CONSTRUCTION JOINTS IN CONCRETE SLABS UNLESS OTHERWISE NOTED. CONFORM TO U.S. PRODUCT STANDARD PS-1, AND BEAR THE APA LNV LIGHTWEIGHT CONCRETE LAMINATED VENEER LUMBER POURS. ALL CONSTRUCTION JOINTS SHALL BE MADE IN THE CENTER OF SPANS GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. ONLY MAX MAXIMUM 8. PRINCIPAL OPENINGS IN THE STRUCTURE ARE INDICATED ON THE CONTRACT WITH VERTICAL BULKHEADS. THE LOCATIONS OF THE CONSTRUCTION JOINTS 12. PROVIDE#4 AT 12" CENTERS MINIMUM, EACH WAY TOP, IN ALL HOUSEKEEPING PLYWOOD SHALL BE USED ON FLOORS. MC MOMENT CONNECTION _I DOCUMENTS. REFER TO THE ARCHITECTURAL, MECHANICAL,ELECTRICAL AND SHALL BE APPROVED BY THE STRUCTURAL ENGINEER. ADDITIONAL PADS SUPPORTING MECHANICAL EQUIPMENT WHETHER SHOWN ON THESE 2. SHEATHING PANELS FOR FLOORS, ROOF, AND WALLS SHALL BE APA RATED PLUMBING DRAWINGS FOR SLEEVES, CURBS, INSERTS, ETC. NOT HEREIN REINFORCING AT CONSTRUCTION JOINTS SHALL BE SPECIFIED BY THE DRAWINGS OR NOT UNLESS OTHERWISE NOTED. SHEATHING, EXPOSURE 1, WITH A MINIMUM SPAN INDEX RATING OF 32/16. SEE MITI MINIMUM INDICATED. OPENINGS IN SLABS WITH A MAXIMUM SIDE DIMENSION OR STRUCTURAL ENGINEER, SEE TYPICAL DETAIL.DRAWING SHOWING LOCATIONS ARCHITECTURAL PLANS FOR THICKNESS. NIT, NOT TO SCALE W DIAMETER OF 12 INCHES OR LESS SHALL NOT REQUIRE ADDITIONAL FRAMING OF CONSTRUCTION JOINTS SHALL BE SUBMITTED BY THE GENERAL 3. SHEATHING PANELS ON FLAT SURFACES SHALL BE INSTALLED WITH FACE 0('" NORMAL WEIGHT CONCRETE Oi; ON CENTER Z OR REINFORCEMENT, UNLESS OTHERWISE NOTED. THE LOCATION OF SLEEVES CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND GRAIN PERPENDICULAR ACROSS SUPPORTS AND CONTINUOUS OVER TWO OR Pji^ PRECAST J W OR OPENINGS IN STRUCTURAL MEMBERS SHALL BE SUBMITTED TO THE VERIFICATION. MORE SPANS. PROVIDE 1/8" SPACE BETWEEN PANEL EDGES PARALLEL TO FACE GRAIN, 1/16" SPACE BETWEEN PANEL EDGES OVER SUPPORTING MEMBERS. PA; POWDER ACTUATED FASTENER F-- (� STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. (- 7. ALL CONCRETE SHALL CONTAIN A CONCRETE MIX USING A MINIMUM OF 5.0 PC' POUNDS PER CUBIC FOOT SACKS OF CEMENT PER CUBIC YARD. NO FLY ASH SHALL BE USED IN ANY 4. FLOOR SHEATHING SHALL BE GLUED TO SUPPORTING MEMBERS WITH PL PLATE 9. SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, FLOOR ELEVATIONS, LF POUNDS PER LINEAR FOOT SLOPES AND THE LOCATION OF DEPRESSED FLOOR AREAS. CONCRETE. ALL E P -EXPOSED CONCRETE TO BE AIR ENTRAINED AIR CONTENT CONSTRUCTION ADHESIVE SUCH AS PL200, LAID IN A CONTINUOUS 1/4" WIDE PI l D PLYWOOD SHOULD BE 6 PERCENT WITH A TOLERANCE OF+/- 1.5 PERCENT. BEAD ALONG THE MEMBER LENGTH. PSF POUNDS PER SQUARE FOOT 10. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE SITE PRIOR TO STARTING WORK AND SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF 8. GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL 5. AT DESIGNATED SHEAR WALLS, HORIZONTAL EDGES OF WALL SHEATHING THESE PLANS AND MAKE WORK COMPLY WITH THE SAME. SLOTS, PIPE SLEEVES, ANCHOR BOLTS, ETC. AS REQUIRED FOR MECHANICAL SHALL BE BACKED BY SOLID BLOCKING BETWEEN STUDS TO PROVIDE TRADES BEFORE CONCRETE IS POURED; THESE ITEMS ARE TO BE INSTALLED BY BACKING FOR SPECIFIED PANEL EDGE NAILING. 11. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR GENERAL CONTRACTOR. SLOT AND SLEEVE DRAWINGS SHALL BE SUBMITTED TO CONSTRUCTION AND PRIOR TO ORDERING MATERIALS. BY THE GENERAL CONTRACTOR TO THE STRUCTURAL ENGINEER FOR REVIEW AND VERIFICATION. 12. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. 9. NO CONCRETE IS TO BE POURED UNTIL ALL HOLES AND OPENINGS SHOWN ON I` 13. THE GENERAL CONTRACTOR SHALL COMPARE STRUCTURAL SECTIONS WITH PLANS AND SHOP DRAWINGS ARE REVIEWED AND VERIFIED. ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATION OR INSTALLING STRUCTURAL MEMBERS. 10. FILL ALL PLUMBING SLOTS WITH CONCRETE OF THE SAME STRENGTH AND TO Q THE SAME DEPTH AS THE FLOOR SLAB AFTER PIPING IS INSTALLED UNLESS >_ 14. THE USE OF REPRODUCTIONS OF THESE CONTRACT DRAWINGS BY ANY OTHERWISE SHOWN. z CONTRACTOR, SUB-CONTRACTOR, ERECTOR, FABRICATOR, MATERIAL (- SUPPLIER, ETC. IN LIEU OF PREPARATION OF SHOP DRAWINGS, SIGNIFIES HIS 11. PIPES OR CONDUITS PLACED IN SLABS SHALL NOT HAVE AN OUTSIDE ACCEPTANCE OF ALL INFORMATION SHOWN HERE ON AS CORRECT AND DIAMETER LARGER THAN 1/3 THE SLAB THICKNESS AND SHALL NOT BE SPACED Q 0 J OBLIGATES HIMSELF TO ANY JOB EXPENSE,REAL OR IMPLIED, ARISING DUE TO CLOSER THAN THEIR DIAMETERS ON CENTER. ALUMINUM CONDUITS SHALL ANY ERRORS THAT MAY OCCUR HERE ON. NOT BE PLACED IN CONCRETE. O 15. ALL CODES, COMMITTEE REPORTS, SUPPLEMENTS, SPECIFICATIONS, ETC. 12. NO ALUMINUM SHALL BE CAST IN CONCRETE. = F-- REFERRED TO IN THESE; GENERAL NOTES, ON THE DRAWINGS OR IN THE U PROJECT SPECIFICATIONS INCLUDE ALL AMENDMENTS, SUPPLEMENTS AND 13. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL. W O ADDENDA IN FORCE AT THE DATE OF THESE DOCUMENTS. WORK SHALL NOT BEGIN UNTIL CONTRACTOR RECEIVES APPROVED SHOP DRAWINGS. 16. ANY DEVIATION FROM THESE PLANS WITHOUT THE WRITTEN CONSENT OF THE I L ARCHITECT OR ENGINEER WILL NEGATE THE CERTIFICATION OF THESE PLANS. 14. ALL CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE, INCLUDING 17. IF IN THE COURSE OF CONSTRUCTION A CDNDITION EXISTS WHICH DISAGREES SUBMISSION OF CONCRETE TEST MIXES. Revisions WITH THAT AS INDICATED ON THESE PLANS, THE CONTRACTOR SHALL STOP r WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO 15. NO CONCRETE IS TO BE POURED UNTIL PLACEMENT OF REINFORCEMENT IS No. Date Description FOLLOW THIS PROCEDURE AND CONTINUE WITH WORK,HE SHALL ASSUME ALL CHECKED AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD. 1 04/21/2023 FOR PERMIT RESPONSIBILITY AND LIABILITY THEREFROM. 2 3 --/--/-- -- 18. CONSTRUCTION SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL 4 CODES, ORDINANCES, RULES AND REGULATIONS. CONTRACTOR SHALL ARRANGE FOR ALL NECESSARY PERMITS AND INSPECTIONS INCLUDING THE 5 CERTIFICATE OF OCCUPANCY. 19. WHERE CONFLICT EXISTS BETWEEN THE GENERAL BUILDING CODE SPECIFIED ABOVE AND OTHER CODES, PUBLICATIONS, SPECIFICATIONS AND DRAWINGS Designed By : PC CITED HEREIN, THE REQUIREMENTS OF THE MORE STRINGENT ITEM SHALL Drawn By : PC GOVERN. Checked By : AA 20. ANY SUBSTITUTIONS OR.ALTERNATES(DETAILS,MEMBERS,ETC.)MAY BE USED IF SUCH SUBSTITUTION OR ALTERNATES ARE SUBMITTED TO THE ENGINEER FOR REVIEW AND ACCEPTANCE IS GRANTED; HOWEVER, THE ENGINEER SHALL BE THE SOLE JUDGE OF ACCEPTABILITY, IN ANY EVENT, THE CONTRACTOR Date : 4 11/2023 SHALL BE RESPONSIBLE FOR THE DESIGN OF SUCH ALTERNATES AND Scale: AS NOTED SUBSTITUTIONS WHICH HE PROPOSES. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ANY CHANGES WITHOUT NOTIFICATION. 21. LARGER SCALE DETAILS SHALL HAVE PRECEDENCE OVER SMALLER SCALE Aowab Ar Is DRAWINGS. IT IS THE INTENTION OF THE DRAWINGS TO PROVIDE FOR A COMPLETE JOB IN ALL RESPECTS AND NO EXTRAS WILL BE ALLOWED FOR Z5 �000 MATERIALS AND/OR LABOR REQUIRED TO COMPLETE THE WORK, AS INDICATED. Sheet# i i STEP IN WALL HEIGHT J AND THICKNESS STEP IN WALL HEIGHT ' AND THICKNESS DiLandro Andrevvs RETAINING WALL"A" TOP OF WALL TOP OF WALL RETAINING WALL"A" I r, r i r: LEGEND TOP OF WALL I 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 EL. = 9'-6" Office: (631)259-3959 _ SLOPE AS (� Info@DiLandroAndrews.com - INDICATES FOUNDATION WALL. 4000 „I � REQ'D — PSI COMPRESSIVE STRENGTH MIN. o RETAINING WALL"B" RETAINING — WALL"B" STEP IN WALL TOP OF WALL I � I WOOD FRAMED Professional Seal - INDICATES TOP OF SLAB ELEVATION — — — EL. =7'-0 STAIRS BY OTHERS FROM DATUM ELEVATION 4 I I [-X'-XX"I - INDICATES BOTTOM OF FOOTING EL. FROM DATUM TOP OF WALL I TOP OF WALL EL.= 10'-0" I EL. =7'-0" o I ( I f OF C - INDICATES CONTINUOUS/ISOLATED _ _ � _ - _ I TOP OF WALL F.P NENRy FOOTING, 4000 PSI COMPRESSIVE I I I a _ 8 r, STRENGTH MIN. I I ( 4 v� ___f i- t"'< ' m cc STEP FOOTING AS REQ D ONCE FINAL BASEMENT I r. S-200 DEPTH IS 2i F 09 2 SEE DETAIL 4/S-2 01 FOR I I I o WALL SWITCHES � FROM"B"TO"C" 0 WALL SWITCHES NOTES: CLARIFICATION � I I I ��. — — _I FROM"A"TO"C" �� FES510N E 1. SLAB ON GRADE INDICATES CONCRETE SLAB W/WWF CONCRETE SLAB BY OTHERS, TOP OF WALL TYPICAL FOUNDATION _ EL. = 13'-8" ( WALL AND FOOTING 4X4 W-2.OxW-2.0, OVER 10MIL VAPOR BARRIER. r ___._...__..__._...._.. ...�Y._ ._._____ ASSUMED SLAB ELEVATION BASED BY OTHERS { I ON NOTED DAYTOM IS 4'-0" 4 2. DATUM USED FOR ELEVATIONS IS TOP OF LAWN { S-200 I _._........_.______._.........._.. ........_.. .. ...... I .__ .-- ----- -- ._ -.-- -_- - -- - _ . � � RETAINING WALL"C" ELEVATION SET TO 9'-6" I � I ; HD ABOVE oil CONNECT RETAINING { I _ _ 11 KIPS WIND_ _ _ +�G�. _..._._..._.. ____._ __......_. _........_..... ..._... ��GJ I 3. ORIGINAL DESIGNER TO INCORPERATE ALL LATERAL WALL FOOTING TO ( { I -- - _ ;1 TOP OF WALL �b� �1�? I LOADING INTO THE FRAMING DESIGN, ORIGINAL TYPICAL FOUNDATION I CONNECT WALLS I SEE A DWGS FOR BEAM SIZE EL. = 13'-8" FRAMING DESIGN TO BE CHANGED AS NEEDED BASED WALL FOOTING WITH I WITH DOWELS PER { I � �� _ � � _ _ _ � � _ _ CONCRETE SLAB BY OTHERS I z ON ADDED WIND LOADS. DOWELS PER 8/S-200 8/S-200 I I HD ABOVE I CONNECT WALLS AND { FOOTINGS WITH j 4. REDESIGN OF ANY ORIGINAL FRAMING MUST TAKE I I 11 KIPS WIND STEP FOOTING AS REQ'D I TYPICAL FOUNDATION J WORSE CASE SHEAR WALL COMPRESSION LOAD I I ONCE FINAL BASEMENT { { DOWELS PER 8/S-200 WALL AND FOOTING LOCATION RELATIVE TO GIRDER. REDESIGNER ONLY I DEPTH IS DETERMINED, I `'k I BY OTHERS G �' NEEDS TO APPLY SHEAR WALL COMPRESSION LOADS I SEE DETAIL 4lS-200 FOR I i _ _ _ _ _ _._ ._ _ _..... .__. __... _. ..._.. TOP OF WALL I I CONCRETE SLAB BY OTHERS CLARIFICATION, I WHEN WIND IS TRAVELING IN ONE DIRECTION. I { i _ _..______..___ I EL. = 13'-8 06 I I I 6. SIGNED PROOF WAIVING THE REQ'D STANDARD { t _ ._.... PENETRATION TESTS MUST BE SHOWN TO E.O.R. TYPICAL FOUNDATION { ( _ __ __ _._ _ _._. _.__. ___ __ __ _ _ _ __ ___ __ __._ _,_. .__. _._ _ I f z BEFORE ANY CONSTRUCTION BEGINS. ( I HD ABOVE WALL AND FOOTING Q BY OTHERS I 11AKIPS WIND I E { HD ABOVEI _._._._..___._. .._ ..._.................. ................................_..............._....................... ..' _ __ W ._ __ _ ...._. _ ___._._....__.._........ ._.......... ............... .. � SADWGS FOR FRAMING 11.1KIPSWIND' z _I INFORMATION � O -1Cy Q wLL CONCRETE SLAB BY OTHERS I LL I I U) I I I i w CONCRETE SLAB BY OTHERS o .__._..._.._.._......._...._.... ; ..._._.___... HD ABOVE HD ABOVE Q HD ABOVE I ____..........___.__...._ w - 11.1 KIPS WIND I I 9 KIPS WIND 11AKIPS WIND w { I { I u� U) ( ;I I � I I SEE A DWGS FOR BEAM SIZE I ( i C I 1 SEE"A" DWGS FOR BEAM SIZE SEE"A" DWGS FOR BEAM SIZE " I CONCRETE SLAB BY OTHERS o I I I HD ABOVE HD ABOVE 1 I HD ABOVE 4.5KIPS WIND {I III I! HD ABOVE 4.5KIPS WIND TYPICAL FOUNDATION 4.5KIPS WIND HD ABOVE A FOOTING Q 4.5KIPS WIND ND BY 4 I{I { II I { I I { HD ABOVE { 11AKIPS WIND I I SEE"A"DWGS FOR BEAM SIZE ......................___...._..._._____ _._____..__...___.___.....__.____.__.._.__ � _ _ ( ...... ......__._..__.._.__....__.....__..... . . ......____ ___ ..._.._.... I �- HD ABOVE I ( I { ( WIND KIPS 7 I { ( I { I i _.. _....... ._ .-_ .1.....1 I ry 0 TYPICAL FOUNDATION WALL AND FOOTING_ _ _ _ I {{ __.-.- _..... . ... I O BY OTHERS O �_ _._. .__ _ .._ ___. --__ _ — _... ____ ____ __. .-.. _ _ I__ { SEE A DWGS FOR FRAMING I I INFORMATION I I� I TYPICAL FOUNDATION m O WALL AND FOOTING f-- W { BY OTHERS IL I { ( Revisions No. Date Description ( __ _...____�..___..._._...._...._......__.._.._.__..._.____..._.._......_._.._._._.._..._...._ 1 04/21/2023 FOR PERMIT 4 --/--/-- -- -INDICATES STEEL COLUMN BELOW 5 -/--/-- --- -INDICATES STEEL COLUMN ABOVE/BELOW BEAM MATERIAL- JGp Designed By : PC BEAM SIZE INDICATES STEEL COLUMN ABOVE Drawn By : Check : PC AA GJ g� ® -INDICATES COLUMN BELOW ® 1 3/4x 11 7/8 LVL ® -INDICATES COLUMN ABOVE/BELOW BEAM END REACTION scale: ASS NOTED sa 01 ❑ -INDICATES COLUMN ABOVE Date : (LBS-WOOD)-� WOOD POSTS TO BE 2 -2X MINIMUM U.O.N. 0 (KIPS-STEEL) ( ) N COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. BEAM NUMBER- OVER BEAM FOUNDATION AND SHEAR WALL SUPPORT PLAN BEAMS / HEADERS COLUMN / POST SCALE: 1/4"= 1'-0" S � i 00 FRAMING LEGEND Sheet# I DiLandro Andrews 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 _ Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal ' I I I ' I - I OF NEtV Y 3 — S-300 SEE'A'DWGS FOR FRAMING _ I SEE"A"DWGS FOR BEAM SIZE f ~ �Iw w INFORMATION J -� ��p� $' .r FE201 SStON HDrSW-2HD S _2 HD HD — S-300 � SEE A' DWGS FOR BEAM SIZE � # HD HDG SW 2 _____ __ SW-2 SEDWGS j Q HD ABOVE FOR BEAM SIZE _I HD HD 8 KIPS WIND `. m SEE"A" DWGS FOR BEAM SIZE HD ABOVE 8 KIPS WIND --J O HD ABOVE HD ABOVE 8 KIPS WIND J m 8 KIPS WIND Q j (i o { �H.....�Y" I z HD s` HD f Q o N W ii U ., T N U) N SW-1 I U) HD HD HD 41G� SW-1 HD O SEE"A" DWGS ___j �� _., FOR BEAM SIZE O SW-3 SW-3 :.:.`.".. .. .". "�- SIMPSON WSWH24X9 :. . .•. STRONG WALL HD HD J HD HD LL N ...___. _ __ FI A 0VE Z I— cn i. _ 'j �� 8 KISS ND �� w U) ! j SEE'A' DWGS FOR FRAMING SEE'A' DWGS FOR FRAMING o W INFORMATION INFORMATION LL Lu J m HD HD ABOVE 11.1KIPS WIND m ! Q Q �'^ i ... t (Y� VJ {! w HD HD HD SW-1 c�i�''. ; ' SW-1 SW 1 m _i _... ......:l� HD :. HD rH HD F O SEE"A"DWGS FOR BEAM SIZE HD � HD �,' v SEE"A" DWGS HD ABOVE SEE"A" DWGS ` �- uu FOR BEAM SIZE 7.3 KIPS WIND FOR BEAM SIZE HD ABOVE C_=co 7.3 KIPS WIND mHD ABOVE SEE"A" DWGS FOR BEAM SIZE HD HD 0 11.KIPS WIND SEE W DWGS FOR FRAMING SW-1 r m INFORMATIONCn 7 HD HD c M :. w N , 1 Q 0 M i LJJ SW-2 HD HD SW-2 HD l�.__ _T__ _l' ; O �- SIMPSON WSWH24X9 F- HD STRONG WALL HD :� '�`=�;• =A':. M HD Revisions HD No. Date Description HD 1 04/21/2023 FOR PERMIT .._..___..,._...._._ _....__......._.._...__.......___.._......... ...._... ._..__._.= SIMPSON SIMPSON 3 WSWH24X10 WSWH24X10 0-1 E-11 4 STRONG WALL STRONG WALL -- ---------- ....... 5 -/-/- -- NOTES: -INDICATES STEEL COLUMN BELOW .........._.....................___._...___._.._....._._. 1. &SW X-INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. Designed By : PC y PROVIDE 2'THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO Drawn B PC G BE 10d NAILS AT 6"o.c.SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH Checked By : AA - INDICATES STEEL COLUMN ABOVE BELOW SHEARWALL AND INSTALLED PER TYPICAL DETAILS. BEAM MATERIALG� -INDICATES STEEL COLUMN ABOVE BEAM SIZE �� '�G® 2. HD - INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL SHEET S-300 FOR SCHEDULE. Date : 04/1 1/2023 -INDICATES COLUMN BELOW Scale: AS NOTED 3. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. (2) 1 3/4x 11 7/8 LVL r-, ® -INDICATES COLUMN ABOVE/BELOW rjs700 2s-01 4. ORIGINAL DESIGNER TO INCORPERATE ALL LATERAL LOADING INTO THE FRAMING DESIGN, BEAM END REACTIO ❑ -INDICATES COLUMN ABOVE ORIGINAL FRAMING DESIGN TO BE CHANGED AS NEEDED BASED ON ADDED WIND LOADS. (LES-WOOD) WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. (KIPS-STEEL) COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. 0 - INDICATES SHEAR WALL FIRST FLOOR SHEAR WALLPLAN 5. REDESIGN OF ANY ORIGINAL FRAMING MUST TAKE WORSE CASE SHEAR WALL COMPRESSION LOAD LOCATION RELATIVE TO GIRDER. REDESIGNER ONLY NEEDS TO APPLY BEAM NUMBER OVER BEAM SCALE: 1/4„- 1,-0' SHEAR WALL COMPRESSION LOADS WHEN WIND IS TRAVELING IN ONE DIRECTION. S � 10 1 - BEAMS / HEADERS COLUMN / POST WALL 6. SIGNED PROOF WAIVING THE REQ'D STANDARD PENETRATION TESTS MUST BE SHOWN TO E.O.R. BEFORE ANY CONSTRUCTION BEGINS. FRAMING LEGEND Sheet# i to Di andro Andrews 4! 158 County Rd. 39, Suite 10 Southampton, N.Y.11968 Office: (631)259-3959 Info@DiLandroAndrews.com Professional Seal of NEwY NENRY O� m 9720 I I AR)FESSIONP� HD SW-3 (CONTINUOUS ABOVE/BELOW OPENING) HD _ _ I I '/ '•I ' � ' I HD I ,J •' HD HD , J SW-21 SW-2 T HD HD I l I SEE'A' DWGS FOR FRAMING Q - INFORMATION W HD _ _.____..._......_......-. __- ..__. I U) HD _. J LL HD r . HD SW-2(CONTINUOUS ABOVE/BELOW OPENING) " ' (-"- SEE FRAMING : cn .• 'A' DWGS FOR FRA I, Q INFORMATION HD Z — HD Z O Z ' Z I —� 1_, j — �. U) L.L.. A. Cq IU) W _j LU j CO HD I 3 O � m `c? _ _..__.______.-___._........._...............___._._. _------- ._........_ ... ..._ ___...__.__ _ . . Z (_—I U) HD HD O :( c HD HD_ SEE W DWGS FOR FRAMING r _ ;` � •- INFORMATION✓ HD cn HD I HD I E ............ :: �- { E I I S E HD SW-1 (CONTINUOUS ABOVE/BELOW OPENING) I � W 7 O O � ...... .:........:. ,.•.••..,•.:,.;:,:<::.•: _..___.._,.._._ _ .._____ SEE NFORMATION MING E 'A' DWGS FOR FR/4 i {II F- ............... H D jI W Q Z) __.__._._.._..____.._..._.............. . _............... < U) S -2 (CONTINUOUS ABOVE/BELOW OPENIN ,) ."---m^-^-" �� Revisions V HD HD No. Date Description 04/21/2023 FOR PERMIT 5 --/—/-- ---- NOTES: .. 1. 0&SW X-INDICATES SHEARWALL. SEE DETAIL SHEET S-300 FOR SCHEDULE. BEAM MATERIAL PROVIDE 2"THICK PLYWOOD W/BLOCKING AT HORIZONTAL JOINTS. PANEL EDGE NAILING TO Designed By : PC BEAM SIZE BE 10d NAILS AT 6"o.c. SIMPSON HDU HOLDOWNS ARE TO BE LOCATED AT ENDS OF EACH Drawn By : PC SHEARWALL AND INSTALLED PER TYPICAL DETAILS. in INDICATES COLUMN BELOW Checked By : AA 2. HD -INDICATES APPROXIMATE LOCATION OF SIMPSON HDU HOLDOWN. SEE DETAIL ®s7oo (2) 1 3/42 101 7/8 7/8 LVLL ® -INDICATES COLUMN ABOVE/BELOW SHEET S-300 FOR SCHEDULE. ❑ -INDICATES COLUMN ABOVE BEAM END REACTION 3. FASTEN ALL FRAMING AS PER TYPICAL FASTENING SCHEDULE. Date : R 04/11/2023 (LBS-WOOD) WOOD POSTS TO BE(2)-2X MINIMUM U.O.N. Scale: AS NOTED (KIPS-STEEL) -INDICATES SHEAR WALL 4. ORIGINAL DESIGNER TO INCORPERATE ALL LATERAL LOADING INTO THE FRAMING DESIGN, COLUMN STEEL COLUMNS TO BE HSS5x5x3/8 MINIMUM U.O.N. 0 BEAM NUMBER OVER BEAM ORIGINAL FRAMING DESIGN TO BE CHANGED AS NEEDED BASED ON ADDED WIND LOADS. SECOND FLOOR SHEAR WALL PLAN 5. REDESIGN OF ANY ORIGINAL FRAMING MUST TAKE WORSE CASE SHEAR WALL BEAMS / HEADERS COLUMN / POST WALL COMPRESSION LOAD LOCATION RELATIVE TO GIRDER. REDESIGNER ONLY NEEDS TO APPLY SHEAR WALL COMPRESSION LOADS WHEN WIND IS TRAVELING IN ONE DIRECTION. SCALE: 1/4"=1'-0" FRAMING LEGEND 6. SIGNED PROOF WAIVING THE REQ'D STANDARD PENETRATION TESTS MUST BE SHOWN TO S � l 02 E.O.R. BEFORE ANY CONSTRUCTION BEGINS. Sheet# I DIAMOND SAW CUT. IN AREAS WHERE 6" 6" LSTOP REINF. SHORT OF TYP. LAP TYP. LAP SEE NOTE 1 01 SLAB IS LEFT EXPOSED, (I.E. LEFT JOINT AT EACH SIDE FIRST POUR SECOND POUR 56 BAR 0 SEE NOTE 1 (TYP.) UNCOVERED), FILL W/SPECIFIED 6" 6" JOINT FILLER IN ACCORDANCE W/ "PREMOLDED TONGUE STOP REINF. SHORT OF F JOINT AT EACH SIDE MANUFACTURER'S INSTRUCTIONS _ AND GROOVE JOINT Q CORNER BAR SIZE ANDDiLandro `...., _ SPACING TO MATCH I1ICC' HORIZ. REINF. :I.�° { @ 0" OPENING=- TYP. 158 County Rd. 39, Suite 10 a Southampton, N.Y.11968 IM l Il l i I j� I1-=11 I-II LP_')I: ° Office: (631)259-3959 I � Info@DiLandroAndrews.com NOTE: CONSTRUCTION JOINTS ARE TO BE USED WHEN CONCRETING SEE SLAB PLAN FOR CONTROL THE SAW CUT IS TO BE PERFORMED OPERATIONS ARE TO BE INTERRUPTED. CONSTRUCTION JOINTS JOINT LOCATIONS NOTED"CJ" UP TO 12 HOURS AFTER THE CONC. MAY ONLY BE USED AT LOCATION SPECIFIED FOR CONTROL AT CORNERS Professional Seal AT INTERSECTIONS IS POURED, REFER TO ACI 301. JOINTS, SEE SLAB PLAN AND DETAIL. DIAGONAL BARS Second Pour First Pour TYPICAL CONTROL JOINT DETAIL SLAB ON GRADE CONSTRUCTION JOINT DETAIL i (2)-BARS @EACH FACE OF (2)#5 BARS AT EACH TYP LAP WALL/T&B OF SLAB. FOR FACE OF WALL/T&B OF SEE NOTE 1 PROVIDE 1"V GROOVE ON EXPOSED SEE NOTE 3,4 AND 7 Oa WRAP W.W.F.AROUND CONT.#4 SIZE, SEE NOTE 1 (TYP.) SLAB FACE OF WALL AT JOINT. SEE NOTE 7 VAPOR RETARDER, z NOSING BAR, EDGE W/4'RADIUS TOOL CONSTRUCTION JOINT, , LAP EDGES RAND'TAPE, SEE PLAN FOR g CENTER 2x4 KEY ON WALL OMIT AT EXTERIOR SLABS w SEE PLAN FOR CHANGE REINFORCEMENT NOTES: SHRINKAGE CRACK OF NEW MIN IN ELEVATION 1.AT WALLS,ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL 71 �Q NENRy .� REINFORCING.AT SLABS LISE#5 BARS. m cc:2. DETAIL APPLIES AT OPENINGS 12"x12"AND LARGER,A SIMILAR DETAIL MAY BE USED AT ~ '` CIRCULAR OPENINGS 12"AND LARGER. — �O 097201 �,,- 3. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. AR�zA FESSIONP� II i Ili_I f Iv I�I I I—III—(f;E j�:l.l!--1.I—L�; 2 k" ,�; , o �--�Il FI 11.- I--I I�. 31—i i 111---- � iT ( PIER, IF REQUIRED = _F TYPICAL SLAB/WALL PENETRATION DETAIL CONSTRUCTION JOINT CONTROL JOINT PROVIDE CONT. CHAIR AT REFER TO GEO TECH. REPORT OR 6" MIN. S-200 3'-0"O.C. MAX TO MAINTAIN SCALE: N.T.S. NOTE: REINF.AT EL. SHOWN GRANULAR SUB-BASE NATURAL"CUT'GRADE OR 1. ALL BAR SPLICES SHALL BE CLASS"B"LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM COMPACTED SUB-GRADE 2. PROVIDE CONSTRUCTION JOINT AT END OF EACH DAY'S POUR.WALLS SHALL NOT BE POURED IN CONTINUOUS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS. TYPICAL SLAB ON GRADE DETAIL-RESIDENTIAL STEPPED SLAB DETAIL SEE ARCH. DWGS. As 3. PROVIDE CONSTRUCTION/CONTROL JOINTS AT FACE OF PIERS UNLESS OTHERWISE NOTED ON PLAN. FOR STAIR PROFILE A REQ°o #5 DOWEL AT 12"O.C. ,, o �" 4. AT CONTROL JOINT, PROVIDE BEVEL JOINT"T"110 INTO WALL SURFACE BOTH SIDES. STOP ALTERNATING TYP I CAL SLAB ON GRADE DETAIL HORIZONTAL REINFORCING BARS 6"SHORT OF CONTROL JOINT. 1 • o S-200 SCALE: N.T.S. Cn 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT. • • 6. VERTICAL REINFORCING AND/OR SUPPORT BARS NOT SHOWN FOR CLARITY. 03 00 J 12"CLR. 1" NOSING • • " ..jfr 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS. • o w ALL SIDES y, (TYP-) F _ -1 t ' ...• �� Q J 0 • • al l a COMPACTED 3 CONCRETE WALL CONSTRUCTION DETAIL z • v Of • • ; 1 14 BACKFILL SCALE: 3/4 1-0 _ I_I I I #5 NOSING #5 AT 12"O.C. w o BAR(TYP.) • BOT. EACH SIDEWALK SLAB ON WAY NOTE: • GRADE, SEE SITE (2)CONTINUOUS#5 BARS AND ARCH. DWGS. �-p 1. PROVIDE LIGHT BROOM SB ANCHOR BOLT BY SIMPSON STRONG TIE OR Z) TOP AND BOTTOM ® COMPACTED FINISH FOR STEPS. APPROVED EQUAL _j O • SEE STEM HORIZONTAL BACKF)LL • ® 2. SEE TYP. SLAB ON 3 F- BARS IN.SCHEDULE ® • 1� �• GRADE DETAIL FOR 0-1 MIN. EDGE DISTANCE � F- �- SEE STEM VERTICAL BARS ADDITIONAL INFO. IN SCHEDULE �� _�... z #5 BAR CONT. 2X4 KEY,TOP #5 AT 12"O.C. EACH WAY, O - ALSO PROVIDE FDN.WALL 4, AND BOT. EACH FACE AND FTG.AT EACH SIDE w (TYP-) FOUNDATION WALL FOUNDATION WALL . (NOT SHOWN)OF STAIR 1_ #5 AT 12"O.C. r, OR STEM WALL OR STEM WALL O A MIN EMBEDMENT, SEE SHEAR • a #5 DOWEL (3)-#5 CONT. WALL SCHEDULE ON S-300 CONCRETE SLAB BY AT 12"O.C. 0'-14"MIN. EDGE DISTANCE OTHERS, ONLY APPLIES TO O 0'-6"MIN FOR SB5/8x24 WALL B AND C W (2)-#5 CONT. 0 0'-8"MIN FOR SB7/8x24 �` d 1� 1<1 z TOP AND BOT. • ® 0'-41" MIN. (SB5/8 AND 7/8) °y (TYP.) 4 5"MIN. (SB1) x x x x SEE RETAINING WALL"A" SECTION PLAN-CORNER FOR FOOTING DETAILS AT ___ BOT. OF FTG. EL,NOTED 6" 1'-0" 6" BACK SECTION OF STAIRS Q III—I THUS[t....]ON PLAN CORNER NON-CORNER CORNER INSTALLATION INSTALLATION INSTALLATION zz 0 (3)-#5 CONT. 2-0 — (3)AT 18 O.C. z (INSTALL WITHARROW (BOL T MA YBE INSTALLED (INSTALL WITH ARROW 0-2 CLR. DOWEL TO MATCH VERTICAL c~j ON TOP OF BOLT AT 45° TO 135"AS SHOWN) ON TOP OF BOLT Q REINFORCEMENT AND SPACING w/ ORIENTED AS SHOWN) ORIENTED AS SHOWN) Q BOT. OF FG. 2X4 CONT. KEYWAY 0'-10"HOOK, LAP WITH VERTICAL O Co IX EL. NOTED 6" 8" 6" SEE TOP TRANSVERSE le 01 #3 AT 18 O.C. 45 135/90/45 135o REINFORCEMENT 36" MIN. a THUS t BARS AT BASE IN SCHEDULE SEE TOP HORIZONTAL BARS AT W ON PLAN] V-8" TYP. HOR BOLT, o N 4 BASE IN SCHEDULE off24 Q s V C) cr LLI • Z o Q a m O CV) o 5 TYPICAL CONCRETE STAIR DETAIL } OUTER EDGE OF W ~ U) • • • • o CONCRETE TYP � ;- • ® • • SCALE: 3/4"= 1'-0" , . PLAN-ANCHOR BOLT PLACEMENT I —F Revisions C B A SB ANCHOR BOLT AT FOUNDATION WALL No. Date Description 3'-0" LAP SPLICE 2"H" MIN. ,�-- FIELD H®RiZ_'. &VERT.WALL. 7 1 04/21/2023 FOR PERMIT SEE BOTTOM TRANSVERSE SEE BOTTOM HORIZONTAL TYP.AT WALL ;' REIN FO1; Eh �lti!T 2 --/--/-- BARS AT BASE IN SCHEDULE7 BARS AT BASE IN SCHEDULE AND FTG'01 . 2'-0" zl' S-200 SCALE: 3/4"= 1'-0" BOT. HORIZ. WALL ---- REINFORCEMENT 3 --/--/— RETAINING WALL SCHEDULE 0 REINFORCEMENT O w z o CALLOUT SIZE STEM BASE - [ z o ao Designed By : PC = W o X a TOP BOTTOM " �• _ c X ofw a #5 DOWEL @ 12 O.C., Drawn By : PC A B C VERTICAL HORIZONTAL HQRIZONTAL TRANSVERSE HORIZONTAL TRANSVERSE #5 DOWEL @ 12"O.C., w a TYP. HILTI HIT-200+ HAS Checked By : AA Wall A 1'-0" 10" 2'-8" #5 @ 12" O.C. #5 @ 12" O.C. - - #5 @ 12" O.C. #5 @ 12" O.C. � � �� TYP. HILTI HIT-200+HAS Wall 6 0'-6" 10" V-0" #5 @ 12" O.C. #5 @ 12" O.C. - - #5 @ 12" Q.C. #5 @ 12" O.C. FOOTING REINF. 2 \.' 2 SOIL BEARING , Wall C 1'-0" 10" 2'-2" #5 @ 12" O.C. #5 @ 12" O.C. - - #5 @ 12" O.C. #5 @ 12" O.C. � r, 1 ROCK BEARING 5" 5" Date : 04/11/2023 • � '��.��,t�"ta: 5" 5" Scale: AS NOTED TOP REINF. IF REQ'D. w �riiT- '11 „T� SEE FDN.WALUFOOTING U) Z SECTIONS 0 NOTE: U) U TYPICAL RETAINING WALL DETAIL W PLACE LOWER FOOTING FIRST FOOTING WALL ADD CONCRETE 4 UQ J S �200 5-200 _ STEPPED FOOTING DETAIL SCALE: 314 - 1 0 � 0 6 8 TYPICAL FOUNDATION DOWEL DETAIL S-200 SCALE: 3/4"= 1'-0" S-200 Sheet# I CONNECT ROOF BEAM TO TOP OF POST W/ ROOF BEAM, SEE PLAN (2)-SIMPSON MTS16 TWIST STRAPS, FOR SIZE AND LOCATION DiLrandro ALTERNATE SIDES OF POST WOOD POST, SEE PLANAndrews CONNECT ROOF POST TO FOR SIZE CONNECT TOPS OF CONNECT FLANGES - _ =r u i n r: . r i r;Y; POST/STUD BLOCKING AND LOCATION RAFTERS ON 0,41 TO PLATES W/(4)-3/4"01 BELOW W/CS16 OPPOSITE SIDE OF s'x12"xBEAM GAUGE A325 SLIP CRITICAL 158 County Rd. 39, Suite 10 COIL RAP RIDGE W/SIMPSON STEEL PLATE 2" BOLTS TYP. FULL PEN Southampton, N.Y.11968 LSTA30 STRAP Office: (631)259-3959 ROOF RAFTER AND ROOF Info@DiLandroAndrews.com ? SHEATHING. SEE PLAN FOR LWJ SIZE AND THICKNESS, Q O RIDGE BEAM, SEE RESPECTIVELY,AND ARCH. 5/16 n.p Professional Seal PLAN FOR SIZE DWGS. FOR PITCH Q O BLOCKING TO MATCH WOOD POST ABOVE BEAM #OF 4'A325 S.C. MOMENT CONNECT CRIPPLE TO SIZE BOLTS T&B FLANGE CAPACITY(kip*ft) tt HEADER WITH SIMPSON W8 4 16 (3)-3/4"0 SINGLE MTS30 TWIST STRAP 2x BLOCKING BETWEEN RAFTERS W10 4 20 PLATE P3tATE� SINGLE z 71, 6 31 CONNECTION W/8' CONNECTION W/a" CONNECT HEADER/BEAM '�i 4 25 THICK PLATE THICK PLATE ,`�OF New CONNECT RAFTERS TO TOP W12 6 37 8'xFLANGE �' "v TO POST/JACK AND KING J ,`Q NEN�Y O OF WALL W/SIMPSON TS12 STUD W/SIMPSON TWIST STRAPS 8 50 WIDTHx6 2"PLATE 4, p O STRONG FULL PEN = TIE HH HEADER HANGER;iL 4 28 I W14 6 43 8 57 I FO �97201 p��FESSIONP� WALL SHEATHING BOLTED MOMENT CONNECTION WELDED MOMENT CONNECTION SEE PLANS FOR HEADER SIZE AND LOCATION 3 TYPICAL BEAM TO COLUMN MOMENT CONNECTION , S-300 SCALE: 1-1/2"= V-0" 1 TYF ICAL WOOD BEAM/POST STRAPPING DETAIL 2 TYPICAL ROOF STRAPPING DETAIL w S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" r0 V z_ WALL SHEATHING PANEL, SEE WALL SHEATHING PANEL, SEE C SCHEDULE SCHEDULE Q SHEATHING PANEL EDGE SHEATHING PANEL EDGE ly- NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN SIMPSON HOLD SHEAR WALL END POST, DOWNS AT ALL SIMPSON HOLD DOWNS "A'. SEE SCHEDULE "A".SEE SCHEDULE SEE SCHEDULE ,J SHEAR WALL AT ALL SHEAR WALL END .__I END POSTS, SEE POSTS, SEE SCHEDULE CONT.TIMBERSTRAND TO SIMPSON A34 FRAMING ANGLE SIIdPSON A34 FRAMING ANGLE SCHEDULE ANCHOR HOLD DOWN MATCH FLOOR JOIST DEPTH CONT.TIMBERSTRAND TO ° TO THE TOP FLANGE MATCH FLOOR JOIST DEPTH SHEAR WALL END POST, SEE SCHEDULE OF STEEL BEAM W/ ° SEE PLAN FOR JOIST SIZE AND SL`e PLAN FOR JOIST SIZE AND THREADED ROD Q NAIL 130TTOM AND SHEATHING SPACING SPACING TO BLOCKING PER NAILING NAIL BOTTOM AND SHEATHING W W TO BLOCKING PER NAILING THREADED ROD J PAITERN"B"SEE SCHEDULE SHEATHING PANEL EDGE PATTERN"B"SEE SCHEDULE SHFkTHING PANEL EDGE CONNECTING /11 (- NAILING PER NAILING PATTERN NAILING PER NAILING PATTERN HOLD DOWNS I F_ "A"SEE SCHEDULE "A'SEE SCHEDULE THROUGH FLOOR 11 SEE SCHEDULE I SECTION A SECTION B SHEAR WALL END POST, SHEAR WALL END POST, ° SEE SCHEDULE SEE SCHEDULE STEEL BEAM, SEE PLAN SIMPSON HOLD DOWNS AT SIMPSON HOLD DOWNS AT 2x BOT.AND FLOOR SHEATHING. SIMPSON HOLD DOWNS AT ALL ALL SHEAR WALL END 2x BOT.AND FLOOR SHEATHING. ALL SHEAR WALL END NAIL AND SHEATHING TO LVL SHEAR WALL END POSTS, SEE NAIL AND SHEATHING TO LVL POSTS, SEE SCHEDULE POSTS, SEE SCHEDULE c � BLOCKING PER NAILING BLOCKING PER NAILING SCHEDULE PATTERN"B"ON SCHEDULE PATTERN"B"ON SCHEDULE AT FLOOR LEVELS r- (2)-2x TOP (2)-2x TOP-� SOLID LVL AT STEEL BEAMS SOLID LVL LVL BLOCKING BLOCKING LVL BLOCKING BLOCKING BETWEEN I-JOISTS BETWEEN I-JOISTS SIMPSON HOLD DOWNS SHEAR WALL END POST, � SHEAR WALL END POST, AT ALL SHEARWALL END THREADED ROD CONNECTING HOLD SEE SCHEDULE POSTS, SEE SCHEDULE SEE SCHEDULE 0 THREADED ROD CONNECTING HOLD DOWNS THROUGH FLOOR, SEE �, � DOWNS THROUGH FLOOR, SEE SCHEDULE LVL BEAM, SEE PLAN ANCHOR HOLD DOWN WITH SIMPSON HOLD ('— SCHEDULE SIMPSON A34 FRAMING (3)-PLY MIN. ° THREADED ROD THROUGH DOWNS AT Q SIMPSON A34 FRAMING ANCHOR, PROVIDE(2)- MIDDLE PLY OF LVL BEAM ALL SHEARWALL ANCHOR, PROVIDE(2)- SIMPSON HOLD DOWNS AT ALL SHEAR /\ ANCHORS PER LVL BLOCKING SIMPSON HOLD DOWNS AT ALL SHEAR ° (� ANCHORS PER LVL BLOCKING ° c WALL END POSTS, SEE SCHEDULE u END POSTS, SEE WALL END POSTS, SEE SCHEDULE SCHEDULE 00 Q O = SHEATHING PANEL EDGE SB ANCHOR BOLT BY SHEATHING PANEL EDGE 2x BLOCKING,TYP.AT ALL F- I- 2x BLOCKING,TYP. AT ALL NAILING, PER PATTERN PANEL EDGES NAILING, PER PATTERN SIMPSON STRONG TIE OR 0 0 PANEL EDGES "A!'ON SCHEDULE APPROVED EQUAL W "A"ON SCHEDULE SHEAR WALL END POST, WALL SHEATHING AT HOLD DOWNS AT 0 SHEAR WALL END POST, WALL SHEATHING FOUNDATION SEE SCHEDULE PANEL, SEE SCHEDULE 1/4"x 5"x 5"STEEL a SEE SCHEDULE PANEL, SEE SCHEDULE LEVEL, SEE SCHEDULE PLATE RECESSED AND DETAIL 2/S-301 SIMPSON HOLD DOWNS P.T. SILL, SEE NOTE 4 T AL SIMPSON HOLD DOWNS R WALL END ON SCHEDULE NOTE 4 INTO LVL BEAM AT ALL SHEAR WALL END c ON SCHEDULE APOSTS SEE SCHEDULE ° Revisions POSTS, SEE SCHEDULE TOP OF FDN.WALL OR �-TOP OF FDN.WALL OR AT LVL BEAMS AT FOUNDATION LEVEL p HAUNCH SLAB Jj.HAUNCH SLAB No. Date Description DRILLED IN AND ADHESIVE % DRILLED IN AND ADHESIVE 8 TYPICAL HOLDOWN CONNECTION DETAILS 2 04/21/2023 FOR PERMIT ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. ANCHORED ROD AT HOLD DOWNS ANCHORAGE OF P.T. --� AT FND. LEVEL, SEE SCHEDULE SILL TO TOP OF FND. S-300 „_ 3 --/--/-- AT FND. LEVEL, SEE SCHEDULE FOUNDATION WALL SILL TO TOP N FND. FOUNDATION WALL WALL OR HAUNCH SCALE: 314 - 1-0" --' OR HAUNCH SLAB WALL OR HAUNCH OR HAUNCH SLAB SLAB, SEE SCHEDULE SLAB, SEE SCHEDULE -/ -/ ---- 6 TYPICAL SHEAR WALL DETAIL PERPENDICULAR TO JOISTS 7 TYPICAL SHEAR WALL DETAIL PARALLEL TO JOISTS Designed By : PC S-300 SCALE: 3/4"= V-0" S-300 SCALE: 3/4"= 1'-0" Drawn By : PC Checked By : AA NOTES: SHEATHING PANEL NAILING PATTERN "A" NAILING PATTERN "B" SIMPSON HOLDOWN 1. HOLDOWNS INDICATED ARE TO BE LOCATED AT BOTH SHEAR WALL END POSTS AND SHALL ANCHOR Date : 04/11/2023 ANCHORAGE OF P.T. SILL THE BOTTOM OF THE SHEAR WALL END POST IN ONE OF THE FOLLOWING WAYS: MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL 2x BOT. AND FLOOR ANCHOR TO CAST IN PLACE END POST SCREWS A. AT SECOND FLOOR SHEAR WALLS, PROVIDE A MATCHING HOLDOWN AT THE TOP OF THE Scale: AS NOTED THICKNESS BOTH SIDES OF WALL HAUNCH SLAB EDGES TO VERT. SHEATHING TO LVL MODEL FOUNDATION/ ANCHOR /SOLID WOOD SHEAR WALL BELOW AND CONNECT THROUGH THE SECOND FLOOR WITH A THREADED ROD STUDS TO HORIZ. BLOCKING/LVL WALL BELOW EMBEDMENT POST SIZE (MIN.) OF THE INDICATED DIAMETER. 2X BLOCKING DEPTH (MIN.) B.AT FIRST FLOOR SHEAR WALLS, ANCHOR TO THE FOUNDATION WALL OR HAUNCH SLAB WITH A THREADED ROD OF INDICATED DIAMETER. RODS SHALL BE DRILLED IN AND EPDXY ANCHORED REFER TO 1"01x12" LONG ANCHOR „ (14) SIDS4 x 22 USING SIMPSON SET EPDXY ANCHORING SYSTEM WITH THE INDICATED EMBEDMENT DEPTH. SW-1 FRAMING PLAN 1/2" N 2 BOLTS AT 4'-0"o.c. 10d AT 6 O.C. 16d AT 6 O.C. HDU4-SDS2.5 SB 5/8x24 18 (2)-2x REFER TO 1/2„ N -1"0x12" LONG ANCHOR 10d AT 4"O.C. 16d AT 4"O.C. HDU8- SB 1x24 18„ (20) SDS 4 x 22 SW-2 FRAMING PLAN BOLTS AT4-0 o.c. SDS2.5-4.5 (3)-2x SHEAR WALL SCHEDULE AND NOTES S �300 9 30 SIDS 1 x 21 S-300 SCALE:N.T.S. REFER TO .1'0x12" LONG ANCHOR HDU11- ( ) 4 z rs- FRAMING PLAN 1/2 Y 21 BOLTS AT 4'-0"o.c. 10d AT 4 O.C. 16d AT 4 O.C. SDS2.5-5.5 SB 1x24 18 (5)-2x Sheet# i r4a STORM WATER CALCULATIONS FINISHED GRADE z Ro n a I d Zakar ROOF AREA = 96 SF x 2"RAINFALL= CONCRETE COVER N 59 R Z architecture & design 599 CU.FT.REQUIRED VOLUMEry PROVIDE(1)4'x 10'DRYWELL(DW#1)AND CONCRETE CHIMNEY GARAGE: 13.42' PROVIDE(1)F x 10'DRYWELL(DW#2) 13.42' 20.54' PROVIDED VOLUME=615.8 CU.FT.>599 CU.FT. INLET MIN.4"DIAMETER 20" 111 South Street A 12.00'x 2.00'x 2 = 48.00 SF 20 54' B 22.00'x 21.00' = 462.00 SF 20.00' APPROVED PIPE Suite Suite 16 TOTAL = 510.00SF V SECOND FLOOR: DRIVEWAY = 3,605SFx2'RAINFALL= PITCHEDy"PER FOOT Oyster Bay, NY 11771 A © `� O 20.00' g pp o L 6.00'x 2.00' = 12.00 SF 600.8 CU.FT.REQUIRED VOLUME Te I. 516-922-5680 12.00' N 15.50' FIRST FLOOR: o N M 13.42'x 30.00' = 402.60 SF PROVIDE(1)4'x 10'DRYWELL(DW#3)AND 4 C 13.42'x16.00' = 214.72SF O C0 o LO b N 20.54'x26.50' = 544.31SF PROVIDE(1)5'x10'DRYWELL(DW#4) 60D01� ® RonZakary@gmail.com N O = D 20.54'x 12.50' = 256.75 SF `' N N Q o 0 21.00'x 14.50' 304.50 SF O PROVIDED VOLUME=615.8 CU.FT.>600.8 CU.FT. '�❑[][� E 33.50'x 16.00' = 536.00 SF N P 10.00'x 1.00' 10.00 SF X O o O F 21.00'x12.50' = 262.50SF O rn Q 20.00'x24.00' = 480.00SF M Project Title: O � rn G 10.00'x 1.00' 10.00 SF R 10.50'x 12.50' 131.25 SF WALK-OUT BASEMENT // o O - TERRACE= 371 SF x 4"RAINFALL = 123.6 CU.FT, o M H 2O.00'x 33.50' = 670.00 SF S 9.50 x 14.00' = 133.00 SF N N I 15.50'x 19.75' = 306.13 SF T 4.50'x 2.00' 9.00 SF PLANTER= 230 SF x 4"RAINFALL x.2 = 76.6 CU.FT. w 33.50' _ 0 21.00' 10.50' 9.50' 15.50' TOTAL = 200.3 CU.FT. o PROPOSED NEW DWELLING: i 4.50'x 2.00' - 9.00 SF (L 6°00' �.; U 15.50'x 19.75' = 306.13 SF L22.00' 0 4.50'N K 9.50'x 1.50' = 14.25 SF o ,� or5O'o V 8.00'x 2.00' = 16.00 SF 'L �, TOTAL 2,279.35 SF S N TOTAL 2,348.79 SF BATTAGLIA RESIDENCE 0 � I-I � ��- o HOBART ROAD N 12.00' A 21.00' o m �- 1I- J =III w I_I o SOUTHOLD,N.Y., 11971 , o o I I- w III_ o SECTION 64,BLOCK 03,LOT 03 oo, 10.00' 9.50 K o 10.00 p G r g z � I I= U LEACHING SECTIONS I I I I I g J U, _III z REFER TO DRY WELL N I I- LEGEND FOR DIAMETER Q Z AND DEPTH I I II A SQUARE FOOTAGE DIAGRAMS -III I-1Ronald Za ka ry �o z w IIIII REFER TO SCHEDULL - III- Cq � an ) • �, NOTE: f��ED/�}?C/., 6'MIN.PENETRATION " b =ui HIGH SEASONAL GROUNDWATER BACK FILL INTO A VIRGIN STRATA C^' �„ ,w r2 Q N � MATERIAL TO BE CLEAN SAND AND GRAVEL OF SAND AND GRAVEL ' °Z' �r !� 1 � ww Al� g LEACHING POOL DETAILrfy LOT2 w '�' o f,,lf�,, .� ,xl O > P. cv o X O 223 . 01 i ♦� S 58°56 '00 ' ��/�/ z'z`� �� I ^ �I FNE�� INFILTRATOR WATER TECHNOLOGIES I 1 0�o I III ,� O � ARC 24 CHAMBER N i i �� I 1 co N I i I 1 I I PRODUCT SPECIFICATIONS I I /fig N !� N - 1 (NOT TO SCALE) r _ I ' � ' ` I / 9-li � � N \ Y o 5 Q I I I I / ' cV CT Revisions a m N c�� / �� / I I I I � r� ARC 24 CHAMBER END CAP O / I \ / � 3 I II 1\ I 1 I Z No. Date Description - - - -'-'�- - -- -- --- I �\ 1 I - TOP VIEW I_ r / / I z_JI \ I I 1 < < � 1 04-26-2023 Progress Set SIDE VIEW END VIEW I - I I / s�.I 1 18� / 'c� / i \ I FLAG 2 05-03-2023 100%CD's/File for Permit no /A- f DW#2 /fi 1 \ FLAG 1� Iti / I �\ ./ \ , \ # �N 46 42 03 W MMZ Q I I / Q\c / ��J��P/s� / �;YC�_`j'��-�HAMBER I I s� I I Q F '� Q N - W I I V �'S`I/ // �0�\ / I /� / `�^`�!`` �� j>1�STEIA I 1 �� C� - 67.3" ' N 0 I A- \k / + I / V`� GENERA�OR�� vt '% // i \ � �W CD 0_ Z W w z Z 50 6" 9�I -'' -' 3) I S _ Q C] CD END VIEW w I \` 9!�� J c( SIDE VIEW g I PROPO4ED S ACK \,, / ` /�� I \ � z N 11 I ` '; ' '✓ GP�p• I // ♦ o\� ; U pp `� I Q o Q o- w Z m - 60.0 Q I / Y (EFFECTIVE LENGTH) I I �: R xx3 / 1 DUA 12.1" f � o I �' !�-, i/ \ / r1 ( ✓ I � �� I Zoe � � cr w Do SURVEY INFO BY: _ L.LJ NATHAN TAFT CORWIN III p" I 5 _ N `1 ♦ I TYPICAL HAY BALES / 1 I [J -\ 1 -Y D � --.I LAND 22. o SURVEYOR &SILT FENCE N RE I \ I Li1� �I ; Q I D S / \� I i d_ 1586 MAIN ROAD NOTE:PROVIDE CHAMBER SYSTEM SUITABLE TO HANDLE 200.3 CU,FT.CAPACITY ( //I S \ �/ // 100'A" o\ O 19 I JAMESPORT, NY 11947 `` / TLANps SETBAOK �/ Z o s\ ^ 101"� S 58035'00" W PHONE 631-727.2090 "-`-M ----- - - - - - - - / I / '-/r NG�� s / / \ o I ^ Y STRUCTURAL CONSULTANT: I �+ I \ --''-- I I "QFioQ O`N 50 I � I 1 I I I c,� DiIANDRO ANDREWS ENGINEERING PLLC g 158 COUNTRY� ' U Q� I SOUTHAMPTONONYD 1968UITE 10 o W 1 I `` \ 1� I /' / ♦ I I FLAG#5 M I PHONE M 631-259-3959 ZONING DATA: I N �� z I I , 0 1 S \\ I \\ ��\ \\ ! A `��\\ �)�i I /128'7�" / , - - /l FLAG 4 (D COCK I ENERGY CONSULTANT: JURISDICTION:VILLAGE OF SOUTHHOLD O 1 �+ \I \ �� I -' ; ;uNn( o I 8 / , • 4' WIDE P TH --''-- > I / + /' FLAG#3 w I HOME ENERGY SOLUTIONS, INC. SECTION: 64 BLOCK: 03 LOT: 3.1 ZONE: R-40 I Q\�G '� Z 187 E. MAIN STREET N 4? 1 � � Y ��yDW#1`� / / /� � % ROCKS 0 I HUNTINGTON, NY 11743 LOT INFORMATION: REQUIRED PROPOSED N ��Py I DW r w :`,�/ /' /' 6� /' ♦ % I , o I 01 PHONE M 631.673-0664 LOT AREA 40,000 SF 41,843.0 SF(gross) �! I �.__-y �-- -- -- W / k F ! I N 40 938.0 SF net /I I / W ' \� I /' /' ,/ # 0 i N 150.0 FT 176.67 FT / I / X _ 19\ FENCE N c l LOT WIDTH FOUND / w ' � / / / /FXCE IRE E ` 2.5'S. I I N I / PIPE ' ' ' ' ' ' - - - - - - - ' i0.4 S. W E (/) - - - - - - - - - , ET GROSS FLOOR AREA CALCULATION: / STGKAD/E FENVE / ,/ STAKE ,/ �/ S 58-35'00" W " - --I Z I FENCE // EPTIC SYSTEM / I / * / r7 Z; 45.03 I u I .0 ZONING REGULATIONS: REQUIRED PROPOSED I 1.4'N. 3.2'W// ,� 'X DESIGNED AND / ; ; ,/ // ��-. ,/ , „ [ g N 58°35'00" E ALLOWABLE: /242 . 40 W w ENGINEERED BY OTHERS p l M CO /� Cp O�/�, 4o N 58035 00 E BUILDING HEIGHT 35'-0" 35% LOT AREA=40,938.0 SF -40,000.0 SF = 93Ed.(I SF from avg.grade 938.0 SF x 5.0% = 46.9 SF + 5,100.0 SF = 5,145.9 SF (max GFA) ,� �' N!N NI ,' �. J FRONT YARD SETBACK 50' 0" 50'-6" JAMES H. JICH III, - PROPOSED GFA: CRAIG B. RICH - ' w° Drawing Title: REAR YARD SETBACK 50'-0" ±128'-7" GARAGE = 510.10 SF ' &c LESLIE �. RICH "i�:F �,/l= �,� r` AGGREGATE SIDE YARD 35'-0" 86'-6 7„ FIRST FLOOR = 2,279.35 SF o r/' SETBACK $ SECOND FLOOR = 2,348"19 SF CD � d- • 52'-4a"(west) TOTAL = 5,138A SF S I?1'°�"- -! '{`° PROPOSED SITE PLAN SIDE YARD SETBACK 15.0 MIN. 34'-2 4" (east) TOTAL PROPOSED 5,138.14 SF< 5,146.9 SF ALLOWABLE Z - GROSS FLOOR AREA 5,146.9 SF 5,138.14 SF ZONING ANALYSIS LOT COVERAGE 8,187.6 SF 3,458.87 SF N/0/F PROPOSES SITE PLAN LOT COVERAGE CALCULATION: JAMES H. RICH III, 1 ;, CRAIG B. RICH f &� LESLIE E. RICH NOTES: 1"=20'-0" • ... �. M1`+ • , _ . _.. n.,N- ,.. m ALLOWABLE: ~ . LOT AREA=40,938.0 SF x 20% =8,187.E SF 1- PROVIDE NEW 1AS, ELECTRICAL, AND CABLE SERVICES TO -- x. .... - Scale: PROPOSED GROSS SF. EXISTING PROPOSED FOUND EW SID CE-,OORDINATE-LOCATIONS WI OWNER. ONC. MON. PROPOSED LOT COVERAGE: ° • - °° '• AS NOTED N 0 F 2- PROVIDE V CHIN LINK CONSTRUCTION FENCE Wl LOCKED m b, „ .,,.., ,. ATTACHED GARAGE - 510.00 SF GARAGE = 510.00 SF ; ° �: �- a Date: FIRST FLOOR = 7,279.3E SF HENRY PA UL SMITH ATES AROUND FOPERTY PER VILLAGE REGULATIONS m �'-� ; , . ..:;fl': r °° -' 2,279.35 SF _ &� VERA ELEANOR SMITH MAY 3, 2023 FIRST FLOOR - FRONT COVERED ENTRY (wl steps) - 84.50 SF �i _ � ` � Drawing Number: SECOND FLOOR - 2,348.79 SF CO MUD ROOM STOOP (wl steps) 75.00 SF P14 WIND SUBJECT TO DAMAGE FROM: ICE SHIELD GROUND SEISMIC WINTER COVERED REAR PORCH (wl steps) = 510.01 SIF h SNOW SUFFOLK COUNTY DESIGN FROST LINE DESIGN UNDERLAY- FLOOD COVERED REAR PORCH - 434.0 SF TOTAL = 3,458.87 SF ' SPEED MPH E4THERING TERMITE DECAY MENT LOAD SPEED(MPH) CATEGOf DEPTH TEMP. HAZARDS REQUIRED Awl 9. TOTAL PROPOSED 3,458.87 SF< 8,187.6 SF ALLOWABLE 11# 130 MPH C >EVERE 3 FEET MODERATE/ SLIGHT/ 13 P YES N/A HEAVEY MODERATE Ronald Zakar RZ architecture & design 111 South Street Suite 16 Oyster Bay, NY 11771 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE EXT EXT HOBART ROAD SOUTHOLD,N.Y.,11971 SECTION 64,BLOCK 03,LOT 03 - -- -- - Ronald Zakary � W - -- -- -- --- (4)12"x12"YARD DRAINS- — — — — — — — — — — — — — — _ PIPE TO DRYWELLS SUNKEN COURTYARD FLOOR:BLUESTONE r-- - - - - - - - - - - - - - - - - - - - - zi I N -t<.�,�7 .. - - - - - - - - - - - - - - - I I I I A.� C ��y04- I I I-- - - - - - - - - - - - - - - - V", r- - - - - - - - - - - - I I I oz - - 002 - - - - - - - - - - ooz --oo — � I I � Revisions I L- — - - - - - - -I UNEXCAVATED — — — — — — —i i No. Date Description I I 1 I 1 04-26-2023 Progress Set I EST I I I 2 05-03-2023 100%CD'sl File for Permit _ I I I I I I I I L— — — — — — — — — — — — — I I � I I � I I I I I I L — - - - - - - - - - - - - -Fxr- - - - - - - - - - -� I I L - - - - - - - - - - - -J L- - - - - - - - - - - - - - - - - - - - — — — — — - L I — ♦ — l� I I L AL- - - - - - - - - - - - - - - -- --7--1 I IcN I I EXT 1 _ _ UNFINISHED BASEMENT OS © FLOOR:SEALED CONCRETE I I I — — 02 TO(5)ENAMEL SUB+5.0 E*T I LIGHT FIXTURES I rt - - I I I F t - - A A M 001 0 1 I EXT I I 1 l Fool] a — — — _ — EXT i. I _ IUNEXCAVATED i I y 5'-111 I901-11, 10'-111" - I A VESTIBULE A TO(5)ENAMEL 02 O O I I 1 FLOOR:TILE HVAC HVAC _ LIGHT FIXTURES EXT UNIT UNIT I I A VESTIBULE I I I I WALLS:PAINT I L - - - - - - - - - - - — — FLOOR:TILE I I 1 co M WALLS:PAINT I — — — — — I I I I r - - - - - - - - - - - - - � I qa UNEXCAVATED I I MECHANICAL R O L - - - - - J I I I HVA r- - - - - - - - - - - -{ -- - - - - - - -J uNl FLOOR:TILE I —I I- - - - - - I I - - -I- I L — — — — — a � EST WALLS:PAINT — U � — z G � Q I- - - - - - - - - - _'f J I Wa I �- - - - I C I w I I ———————————— TSRAI - - - - - - - - - - - - - - - - - - -------------- I I— -� I GE HOT EATE I I I F_ — — - - - - - - - - — � I I I I I I IA I I Drawing Title: I L — — — L-- - - - - - - L - - T- - - - - - - - - - - - - - - -� I I I I I L _ _ _ — _ _ - ( UNEXCAVATED I r— — — — — - - - - - - - -I - - -� T - - 001T - - -� I L _ _ _ _ _ _ _ _ _ _ i BASEMENT FLOOR PLAN I 1 F1 ---------- _ _ Scale: L � L J AS NOTED BASEM-ENT FLOOR PLAN Date: MAY 3, 2023 1 Drawing Number: 4 i Ronald ZakW U3 ar 1=1 J%_ I 1 RZ architecture & design A-1 111 South Street Suite 16 Oyster Bay, NY 11771 Tel. 516-922-5680 a RonZakary@gmail.com w � � a � Project Title: PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE HOBART ROAD SOUTHOLD,N.Y.,11971 SUNKEN COURTYARD SECTION 64,BLOCK 03,LOT 03 BELOW OVERALL R o n a I d Z a k a ry I II 1 11 4'-61" 1 20'-61" 1 " 15, 01 1 11 1_ 11 1_ " 4'-61" 6'-81" r119� �119� 6'-81" r119N 10'-�" 1_ " 9'-91" 10'-23" T-61" T-11311 118 118 118G - 36"HIGH GUARD RAIL TO CODE -- - ��C7; �� 'S/t N CV (1151 (115N [1171 �115� �115� - GUARD RAIL COVERED PORCH C. r r r r r 9 FLOOR:BLUESTONE - - - ` 120 114 114 116 114 114Lr ' ---- . EC Y Lr OFFICE FLOOR:WOOD WALLS:PAINT I - - _ Revisions b 14 No. Date Description KITCHEN/ REAKFAST N FL00 :TILE = 1 04-26-2023 Progress Set 120 WALL .PAINT TIE WOO) -cc 1 2 05-03-2023 100%CD's/File for Permit !� 101 1 2 101 �� ;--\ � AEN 04 b I 113 0- -i y FAMILY ROOM &131 - - - - - - - - ICT FLOOR:WOOD WALLS:PAINTLC _1 5'-5111 l 15. " 20'-6�" 0 13'-01" 1 11 SOFF T GUEST BEDROOM "� -`==U=ALCABINETS,COUNTERS,& 1'YPE"X $ GYPSUM BOARD APPLIANCES BY OTHERS I PREFAB GAS FIRE LACE FLOOR:WOOD l VALLS AND CEILING IN GARAGE HAND RAIL PROVIDE PLUMBING INSERT TO CODE 1112 WALLS:PAINT FOR POT FILLER 1 � o I �� I 112113� o J - Cn Cn ¢ — — — SAW CUT CONTROL JOINT Q "' "' ^" - 'h' �- REF FRE 101 I z � M - - - - - - - - - - - - - - - - - � '; ti N - - - - - - - - - - - - - - - - - J __ UcZ ' w « _ - C11 2 CAR GARAGE N MUD ROOM - _ BUTLER'S PANTR 101 I FLOOR:EPDXY FLOOR:TILE o m I Og FLOOR:TI P D R 09 109 102 c�' v I FLOOR:TILE I SHOWERED GLASS ENC ENCLOSURE WALLS:PAINT ❑ WALLS:PAINT WALLS:PAI T FL R:TILE - - - - - - - WALLS:PAINT WALLS:PAINT '_ 1" C� 5'�" " 1 1 " 11'-6-11 51_3_" 1_3_II ' lo (PULL DOWN 103 O7 �„ c=> cn 10 111 B THROOM STAIR i Ui - - �;, W a: Z Q FL OR:TILE M 112�13� `� 11 0UJw LS:PAINT WINDOW SEAT - --- MUD RO M PORCH 0 HAND RAIL o l _ FLOOR: LUESTONE `' m 108 108 - Ln SV `09� - J — DINING ROOM — ENTRY FOYER — — — — — — — — 110 o Z FLOOR:WOOD I I FLOOR:WOOD - -11 WALLS:PAINT I I WALLS:PAINT Li W I I w - 101 1 2 101 Z M� z N 108 ;�, 107 C? J M COVERED ENTRY �I} FLOOR:B UES TONE - -- - -- 107 1077 C= - - --- --- --�--- - - - �� 105 105 105 4i4 r) 4i N l Drawing Title: 1 FIRST FLOOR PLAN • - 1 M 1 II 6-4- 11 1 " 1 " 1 " 3'- " 2'-�" 1_ " 1_ 11 2'-�" T-51" 1_ " 1 11 1 11 1 11 2'-75" 2'-75" 1 11 2'-75" 31_1111 ol " ry 1 " 1 " 1 " " 1 " 1_ " 1_ " 1 " OVERALL Scale: AS NOTED Date: MAY 3, 2023 FIRST FLOOR PLAN Drawing Number: 4 MM3 Ronald Zakar RZ architecture & design 111 South Street Suite 16 Oyster Bay, NY 11771 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE 69'-51" HOBART ROAD lo SOUTHOLD,N.Y.,11971 1'-3-1" " 20'-61" » 3'-61" 3-113" SECTION 64,BLOCK 03,LOT 03 1'-31„ 9,_81» 10'-61" 6'-81" 6-81" 4'-63" 10'-31" 5'81" 9'-9'" 10'-23» 3,-61" „ » 3'-113" Ronald Zakary � I I A 1 --' I 1�F��i<�r?C Y 2 LEA C ATED COPP R �C? �; "Z1 u„ 17 217 17 I � ) d (� FLOOR D INS-PIPE � fi 01 ❑ THRO G CUPP s 1 r-L--------------------------------1 218 s L_J---------------------------------4_J_ �r_ - - -- — — — — — — — —ROOF BELOW _ N " -- cc cc .^ _ 216 16 15 215 15 BALCONY _� I _� 73o — FLOOR:IPE DECKING 36"HI H GUARDRAIL N� -C11 �\14; KEMPE FLAT ROOFIN SYSTE -PITCH TO DRAINS 13' " I \\ \ 211 LEAD COATED OPPER I Revisions "' FLASHING PAN I No. Date Description I I SHARED - " I I I _ I - BEDROOM#3 BATHROOM BEDROOM#2 9 FLOOR:WOOD I FLOOR:TILE I 1 1 1 MASTER BEDROOM 1 13 13 1 04-26-2023 Progress Set FLOOR:WOOD M 2 05 03-2023 100/o CDs/File for Permit WALLS:PAINT I I I I FLOOR:WOOD I ❑217 WALLS: TILE 217 WALLS:PAINT � I I �� I WALLS:PAINT L — — — — — — — - - 218 — - - I - I I I I -- - 218 TEM E RED GLASS .-� R ENCLOSURE `Y' 201 201 7'_51° 1» � » -»— — — — 4'-11 " I ,_ » 1 MASTER BATHROOM 211 I _ I I - FLOOR:TILE _ 1 BENCH WALLSI TILE CHIMNEY PIPE - - - - - - - — FLOOR D AIN — — — --� I TEMPER�D GLASS - - - - - - - ASHER DRYER WI H F - - - - � - - - - 209 216 i I Pf�IMM TRAP SHOWE ENCLOSURE _ HISS��SE� — — — — — — — ANTE-CHAMBER 210 202 I 215 I I 212 FLOOR:WOOD » MN �, I I I FLOOR:WOOD 07 WALLS:PAINT Le. °° 11'-71» 3'-111" `� 4'-111" WALLS:PAINT » '�' ® » » 4'51" 6'71» 1» - cc- _ LAUNDRY R W.I CLOSET Ibr 11 - - - - - - - - - - - - 36"HIGH GUARD LO R:TILE _FL0 M.WOOD L — — — — — — FOL I R: M 211�2 2� a RAIL TO CODE Z l — 1`VALL :PAINT 214 213 206 BENCH WA E n UNFIN'ISHED co � I I zos LiATTIC/STORAGE �` ` HALLWAY HOOD EXHAUST — ,, 1 —1c FLOOR:WOOD PIPE _ I WALLS:PAINT BALCONY _ ET NT RIOR BY O S H I I FLOOR:WOOD ER W.I. CLOSET WALLS:PAINT ti " � :WOOD WALLS:PAINT 20 1 02 05 211 PULL DAWN I 1 CV — — — — — — — — — — N LINEN CLOSET 36"HIGH GUARD cn ¢ STAIR I I 201 RAIL TO CODE zoUi M _ i I 03 -- Co — — — — — C WINDOW SEAT co U 01 10 J 1 ROOF BELOW TEMPERED G SS z08 08�209� SHOWER ENCLOSURE BAT 201 201 I b FLOOR: ILE(:X 6' N BEDROOM#4 1 WALLS: TILE OPEN TO BELOW 1 FLOOR:WOOD �� EC zc WALLS:PAINT 7 / \ - I 208 08`09� - - — — — — — — — — — - - _J / \ 04 / \ 208 208 - - 08 08 Drawing Title: 05 05 05 i �209) 1209) 1�51 ® KEMPER FLAT R OFING SYSTEM-PITCH 0 GUTTERS 1'-31" 9'-81" 9,81„ 4,61„ „ 3'-5-" Z-01" , » „ 2'-01" 3,-51» ,_ » » _ » » 6-31" » „ 6-83» 10 1'-31" » 4'_61" » » " � " �_ » » ,_ » 5'-31" ' 5'-83„ SECOND FLOOR PLAN 10 SECOND FLOOR PLAN Scale: 1 AS NOTED 114"=1'-0" Date: MAY 3, 2023 Drawing Number: Am[+ JU i Ronald Zakar RZ architecture & design FOOTING SCHEDULE 111 South Street Suite 16 TYPICAL SPREAD FOOTING 15"x 36" FOOTING W/ 12"x 3 2" Oyster Bay, NY 11771 O KEYWAY+4#5 BARS CONTINUOUS &#5 BENT DOWELS Tel. 516-922-5680 RonZakary@gmail.com INTO WALL @ 24" O.C. (BTM. OF FTG.= ELEV+ 3.67 UNLESS OTHERWISE NOTED) Project Title: © 30"x30"xl5" FOOTING W/4#5 EACH WAY GRADE-EL.+9.5 PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE © 36"06"x15" FOOTING W/5#5 EACH WAY HOBART ROAD SOUTIIOLD,N.Y., 11971 _ Lr. SECTION 64,BLOCK 03,LOT 03 TOP WALL=EL.+9.5 TOP OF WALL=EL.+9.5 _ _ D O 42"x42"x18" FOOTING W/6#5 EACH WAY DROP WALL 6" CONNECRT TO DRY WELL ONFIRM#OF RISERS WITH FINAL GRADE O 48"x48"x24" FOOTING W/7#5 EACH WAY TOP WALL=EL.+10.0 - - - --- - Ronald Za ka ry YD YD YD YD -- - ---- TAPERED SIDE WALL �r1 _... _. .... ____..._ .... _ .._ _. _.. ...... TOP0 WALL=EL.+7.0 1 TOP OF WALL=EL.+7.0 --_ -- ----- w - ,D A,PC 8- try o �m �0-ry 1 -- -- � 1ry 8-0 - - - - - -- - " ` - -I ---- --- 9� h:JJ 4 FINISHED PAVERS a � : c EFER TO STRUCTURAL ELEVATION=+4.5 "' TOP OF WALL=EL.+13.6 ENGINEER'S PLANS FOR 1 01 RETAINING WALL DESIGN " I 1 �� 10 OVERALL 1 I- - - - - - - - - - - - - - - - - - - - -� I A -sT Q .a73o yo ry 4'-61" 5 BARS 20'-61" _ " 1. „ F N E� 12"O.C.(TYP) I I I I ' " 01 ccI I a - - __ - - - - - - - - - -- I " 1 7 I TOP OF WALL=EL.+13.61 � _L _ J _ — L - -L — � I I I 1 r Zr Revisions STEP FOOTING� I - - - - - - - - - - - - - - - - - - - - - I � — I NO. Date Description I I 2:1 MAX I o-- I — — --- 1 04-26-2023 Progress Set I I TOP OF ALL=EL.+13.7 UNEXCAVATED I 1 L - - - p-WALI� - - -R VIDE R 10�G A INSULATION - -sRSP�u _ _ 2 05-03-2023 100%CD'sl File for Permit AT OUNDATION TO, 'BELOW -T 1 4"SLAB W/6"x6"WWF ON TYP.12"CONCRET I _ BEA POCKET BEAM POCKET 95%a COMPACTED FILL FOUNDATION Wl SLAB W/L�.CAP F SING I - �!-�J ST COPARGING I - __J 21 MAXSTEP DOTING 15'x36"FOOTING A � BTM.OF FOOTING @ THIS I I I I I I B 1 I ® I o LOCATION=EL.+1.5 I t t x - I I I A-6 I I BASEMENT TOP OF SLAB A � - _ _ � - - j- - -j - - _ _ - - - - - - - - _ I ELEVATION=+5.0 I - A-6 - TOP OFWALL=EL.+14.8 I I I I ©- D TOP OF WALL=EL.+13.7 1 L F - - r - --I -F F- - -l - _ 7 1- -) OTE:TOP OF ALL I I FOOTINGS=ELEV.+4.67 OA I 10"THI .I -�-•��- J I I I I I i-tOCATI I 7'-23" L J 5'-111" I 20'-61" L - - - - - - - - 31' - - - - - � TOP OF WALL=EL.+13.71 I B -101 I — — — — — --j '—� E , ' l A-6 I STEP FOOTING I 1 I 1 2:1MAX I I I - - - I I I I I I ` ` LU I I I . ° . . . ' . ONCRETE PIER W/4#5 BARS I I - _ - ��— - - - - I - - - - 1 'x24 FOOT NREA WI 1 1 VERTICAL&#4 HORIZONTAL 1 I (> '• , I �' C . " f. -fS CAGE @ 8"O.C.T.O.W.=EL.+13.7 I I J - - I J I I J I I 1 6'-9�" 5'-11�" L°•- i7 -1111 L -J 8'-31ry L -r- J 6'-11ry (' I 10'-11111 - .J 9'-01" L•_- rJ 16-83" HVAC HVAC b A-6 UNIT - UNIT I I a' <;� N I I TOP OF WALL= - TOP OF WALL=EL.+13.71 ROP WALL AT 2 O.H.DOORS I I �f I - TOP EL.+12.4 =f �/' J � — fl — — — � I I I I _ �, 1 — � — � 1 L— J 1 - r T I TOP OF WALL=EL.+13.7 �: ` TOP OF WALL=EL.+13.7 STEP FOOTING _ UNEXCAVATED HVAC — — — — J I L - - - - 2:1MAX - - - � -�-- -J 1 IT POFWALL=EL.+14.8 I UNIT ( ' -� - - -I 1 L - - - - - � —I F- I 1 4"REINFORCED SLAB 1 1 Q - 1 I � W 1— — - - -r - - r - - � I I A W a I I �- - - - _ I I I I -� - - - - - ----------{- `ham A-6 _ BC TOP OF WALL=EL.+13.6 I I� I - ----------- HOT I I I ( 1 T 1 SEVVAGE WATER I I {- - - - - - -�-- - - L -J -1 - ------------{- - �CT _�EATER - OIL€R Drawing Title: 1 1 OP OF WALL=EL.+14.8 r T 1 I I L _ - _ _ TOP OF WALL=EL.+13.7 I L FOUNDATION PLAN UNEXCAVATED ( r— — — — — — — — — — — _ ` 4"REINFORCED SLAB ` 10"WALLS @ AREA W/ T � T - 12"x24"FOOTINGS 12"x24"FOOTINGS - I' i L - J i I TOP OFWALL=EL.+13.6 T P OF WALL=EL.+11.2 I I F- -------- --1 TAPERED CHEEK WALLS _ 2#5 PER TREAD - - - -- - I I----- ---_ --1 I 1----A --- --I I Scale: I L I_-------- I I AS NOTED L J L Date: " 01 MAY 3, 2023 ry ' ry 1 11 1_ " 1_ 11 1_ 11 1_ " 1_ 11 10 Drawing Number: OVERALL FOUNDATION PLAN Am5 1/4"=1'-0" I Ronald Zakar (1) 2x6 PRESSURE TREATED PLATE TYPICAL EXTERIOR WALL ON SILL SEALER+TERMITE SHIELD -MAIBEC TWICE DIPPED CEDAR TYPICAL 2x6 WALL PERFECTIONS RZ architecture & design PARGE EXPOSED CONCRETE 1-#5 CONT. -8"-BLUES UES KIN HOUSE WRAP PLYWOOD SHEATHING 111 South Street STONE PAVERS ' BENT#5 @ 30" O.C. -2x6 STUDS @ 16"OC-2"CLOSED CELL PRAY INSULATION Suite 16 Oyster Bay, NY 11771 a ADVENTEK SUBFLOOR TOP OF SUB FLOOR ELEV. +15.0 _ +R-13 BATT(R-27) Tel. 516-922-5680 RonZakaryogmail.com GYPSUM WALL BOARD rOP OF WALL ELEV. +14.8 (1)2x6 PRESSURE TREATED PLATE Project Title: 118" TJI PRO 560 @ 16" O.C.— ON SILL SEALER+TERMITE SHIELD 118"PRO 560 FLOOR JOISTS I WITH R-30 INSULATION TOP OF FRAMING SHELF I = STRAPS @ 16"O.C. A 16"O.C. IN ROXUL \ LAYER OF OF ICE & TOP OF SUBFLOOR ELEV.+15.0- - ACOUSTIC INSULATION BATTAGLIA NEW DWELLING:�"SUBFLOOR PROPOSED *ELEV. +13.7 - - - —- - REINFORCED SLAB-THICKEN WATER SHIELD STRAND BOARD RIM JOIST "� SOUTHOLDT1ROAD 971 1�� TOP_OF FOUNDATION ELEV.+13.7 SECTION 64,BLOCK 03 LOT 03 TO 8"AT PERIMETER I I 2 DRYWALL GRADE(VARIES) - -� ° I I +1 del Ail 3„ FJ"DRYWALL #5 @ 24" O.C. ��1 (2) 2x6 PRESSURE TREATED (2)2x6 PRESSURE TREATED PLATES WITH . .;�I 8 x 12"HOOKED ANCHOR BOLTS @ 32 O.C. �I 8" HOT DIPPED GLAVANIZED ACHORS @ 32" O.C. 61 ° .6 I PLATES ON TERMITE SHIELD 8 3„ a �I' UNFINISHED BASEMENT Ronald Zakary #5 @ 24" O.C. ON EACH WAY DAMP PROOFING W/J"RIGID INSULATION .I 1r: 12" CONCRETE FOUNDATION "CONCRETE FOUNDATION WALL �I• WALL W/#5 @ 24" O.C. EACH WAY I I' 12 12 #5 BARS T 24"O.C.EACH WAY 4"REINFORCED SLAB _�D ARC FOUNDATION DAMP PROOFING +4" RIGID INSULATION TYPICAL FOUNDATION WALL � �` � � ;�� REVERSE FRAMING SHELF DETAIL �- A-1 3ve=1'-011 =1 CA - - _ _ 3n = � �i 8 tp -3 1 -0 �'�T 073VJ - - - - - - - - - - - F' - - - - - - - - - - - a- — — - - - - - - - - Revisions No. Date Description J L 1 04-26-2023 Progress Set 2 05-03-2023 100%CD'S1 File for Permit r TM.OF STEEL=3"ABOVE I , 13 DOOR HEAD HEIGHT L-J L IRD R�16x45 - - - �-- o71: UNEXCAVATED ROP WALL/ DROPBEAM POCKET BEAM P ' co N X N Cn 11 10 • F.J.118"TJI PRO 560 @ 16"O.C. ED m73 I —FLUSklWa 6 r ,+ FLUSH W12x16 r LJ ROVIDE(2)2"WEB STIFFENERS I Lto J L J BASEMENT STEEL WHERE COLUMNS rn ARE ABOVE-FULL WELD(TYP.) SYMBOLS I NI r-------------- ---i o 6' = I F.J.118"TJI PRO 560 @ 12"O.C. J I +(1)118"ML BELOW ISLAND I M o © 1 =(3) 2X6 OR(3) TECO HANGER BOLTE _ _ / � I ( x to / 2X4 AS REQUIRED TO FOUNDATION WALL \(23� "jul TR W / r I I F.J.11�"TJI PRO 560 @ 16"O.C. v I L--------------- ___J =I X ® =INDICATES POINT LOAD _ _ _ L J = I TJI PRO �X' F.J.11 "TJI PRO 560 @ 12" • I =4 z" DIA. STEEL COLUMN _ _ - N 560 @ IT O.C. 7g O.C. L_J (UNLESS NOTED OTHERWISE) SIMPSON TOP I DOUBLE FLOOR JOISTS @ CABINETSLL FLANGE HANGER p =POINT LOAD FROM ABOVE , FLUSH W12x26 r FLUSH W12x26 r-'1 FLUSH W12x26 r FLUSH W12x30 FLUSH W12x26 r FLUSH W12x26 FLUSH(2)11 7g"ML I - {L--� - -E] � - - - —{�-- - _ - - - HD� =CORNER HOLD-DOWNS ® UNEXCAVATED L —J L—J L J L J F.J.11�"TJI PRO 560 @ 16"O.C. X C5 CD to N N o x o jX =BEARING WALL HVAC HVAC N '{' N I N UNIT UNIT ;J = @� � � -a `� U � I NOTES: I FLUSH W12x19 r--1 FLUSH W12x19 r--i r FLUSH W12x19 I I a FLUSH 11 2 Z"ML ( ) �- MINIMUM INTERIOR HEADERS TO BE (2) L-J L-J L - - Drawing Title: 7 4" M.LAM UNLESS NOTED OTHERWISE - - - UNEXCAVATED HVAC F.J.118"TJI PRO 560 @ 1 'O.C. I --- I USE 8d & 10d 1=0R ALL SIMPSON d UNIT -- FIRST FLOOR FRAMING CONNECTIONS � - - - to ANTILEVER WINDOW SEAT PLAN i \__c / � Z = - - - w a = ALVANIZED HANGER SEE A-7 PROVIDE FIREBLOCKING IN CONCEALED ------ � w BOLTED TO CONCRETE SPACES AS REQUIRED PER CODE R-302.11 o I / �2 s °ML S IR LAN_ I G� HOT ` FOUNDATION WALL -------------- a SEWAGE / _ _ DETAILS -------- � ECT� WAiE W o • STRAP ALL POSTS TO HEADERS T&B ------ N� �\i �EATE BOILER --��-- ----- ----- = TO ON SITE PLEASE SEE DETAIL B/A-5 FOR FLITCH - - - ---- ---- SEPTIC SYSTEM Ifl] CD PLATE DETAIL. Scale: PROVIDE (1) 2x6 TOP PLATE ON TOP OF ALL 171 13 DBL- AS NOTED FLUSH & DROPPED STEEL BEAMS _ UNEXCAVATED Date: ALL STEEL COLUMNS TO BE 4 2" DIAMETER MAY 3, 2023 o, x .337 WALL THICKNESS WITH 8"x8"x4" BASE Drawing Number: PLATES UNLESS NOTEDA6 FIRST FLOOR FRAMING PLAN --� 1 114"=�1=0 ------------ ------------ ,. i Ronald Zakar RZ architecture & design SYMBOLS 111 South Street Suite 16 p 1 =(3) 2X6 OR(3) Oyster Bay, NY 11771 -/ 2 Tel. 516-922-5680 X4 AS REQUIRED RonZakary@gmail.com ® =INDICATES POINT LOAD Project Title: r—-i I • I =4 2" DIA. STEEL COLUMN L—J (UNLESS NOTED OTHERWISE) Z BATTAGL PROPOSED NEW DWELLING: IA RESIDENCE p =POINT LOAD FROM ABOVE oil,0 HOBART ROAD SOUTHOLD,N.Y.,11971 HDg) =CORNER HOLD-DOWNS CTION 64,BLOCK 03,LOT 03 =BEARING WALL 1 co Ronald Zakary NOTES: MINIMUM INTERIOR HEADERS TO BE 2 7%" M.LAM UNLESS NOTED OTHERWISE 4,ti- µl ALL SIMPSON .� USE 8d & 10d FOR CONNECTIONS - - (7). tea PROVIDE FIREBLOCKING IN CONCEALED HEADER W 12x26 _ ALL PORCH COLUMNS SPACES AS REQUIRED PER CODE R-302.11 0 �? 5"x 5"x 8"H.S.S.W/12"x 12 7 x " �� 0 C3 BASE PLATES W/J"ANCHOR BOLTS F tV�`� 0 0 STRAP ALL POSTS TO HEADERS T&B I I (di N a LOCK SOLID @ � OTTOM OF ALL FRAMING X � � KNEE WALL ABOVE SCREENED IN PORCH TO BE PLEASE SEE DETAIL B/A-5 FOR FLITCH 1^ HEADER 2 11 "M ^ �,� M 8 10' ABOVE FIRST FLOOR c.J.2xs Cco ---�— — --------------� Revisions N I —x--- ----------------III PLATE DETAIL / 16"O.c. --- / ` " YI I --- No. Date Description I W 12x19 _ _- PROVIDE (1) 2x6 TOP PLATE ON TOP OF ALL `n " o FINISHED PAVERS -A I --—_ FLUSH & DROPPED STEEL BEAMS "I"I r "I"I ^ f ^ II Y 03 ELEVATION=+14.5 1 04-26-2023 Progress Set 11 / - _— r�� o i I X I1 2 05-03-2023 100%CD's/File for Permit 1— CONT.HDR.(3)11 "ML 2)2x6 TYP. I (I I � I I I ALL STEEL COLUMNS TO BE 4 °DIAMETER i I I �_ J x .337 WALL THICKNESS WITH 8"x8' 4" BASE I 7 - -E=H_ 1U 6x5Z--- -- � PLATES UNLESS NOTED z» I J L J — � T-::�--HEA ---------�-----® --� IW `�F.J.11 a TJI PRO 560 @ 16 O.C. F.J.11 Z"TJI PR560 @ 16"O.C.rDER-W�6x26 r-n - L --u J / I o) I Y I OORDINA E WALL THICKNESS ` __FLUSH(2)]18"I& o L WITH DOORMANUFACTURE ``� - .R.2x10@16"O.C.- H 1 ml ~ ~ / --_ ---- 1( I I FOR JAMB IZE-MIN 2x8 WA a I I a I I I TYP•FL.J. CUT TO CURVE ` I = _ - - - - - - - - - - - - - - - - - / J( II I c� =L=-= -� HEADER(2)11 a'ML /^ o l l 11 F.J.11 Z"T I PRO 5 0 @ 12"O.C. U_ / ' 1- - / FLUSH(2)11$"ML-- J- 7-- SISTER W (1)11 J'ML @ 24"O.C. z _J " -�( ' C.J.2x6 I n o (COORD. 1 LIGHTING LAYOUT) I a N 16"O.C. / X I a I �' IL 3 2x6 JACK STUD DROP 3 14"ML 41 I RAME WALL UP TO : ` I = a W x o N O / - / -1 O . 7 a' o LANDING ONLY = I I I I z �- o * Z» " 7 _ " N _ r FLUSH W_12x46 \ - _ W I o " _ 0 E- I F.J. 118 TJI PRO 560 @ 16 O.C. ---- V a O Z a z J I I v / "M R CAND F.J.11 "TJI R I w a a o STL. OL. J = o Cr _J 560 @ 16"0.0. - - ®`� II] II] cn - Ud am a I "' UJ w ° FLUSH(3)11 a..ML / X�I - _J �� BLOCK SOLID' wo w- -$— - - --B- - — - + I a' p v DBL.FL.J.BELOW WALLA cUnl� I BELOW WALL a ttiw _ 00 N _ , I J _J Wmlm I v1 "I + N-I Iv �Mi I I _ N L�„ / LTOPANGE A ER o I I TL.COL. STL COL. - Z» " -1 FLUSH 3 11 r / P FLUS (2)118 ML )�� - T,, / .- _ HEADER(2)t1_�JYIL- _-/ T/ _. _..Ll O � ML GIRDER FLUSH W 16x26 I J I / _ - - _ _ - - - - - - - � I-� -- - - - - - F.J. 11a"TIPR 566 6"OC o -QN F.J. 1 "TJI PRO 560 @ 16"O.C. I Uo ou S (2 o - - fi - - - a v i' IN I ICI � I I I - - - - -a 6- - - F USH(2)118'ML / N d LC1SH(2)1 �"ML+ "xl l"STL.FLITCH I / = BLOCK SOLID BELOW WALL L� �, � (2)91 ML g - / ��' U � =gym H O o / I I _ � _rn �ULL DOWN - M �-�HdE - o DER(2)11�' L �1� _ , v v c=i, 1 STAIR II 7 ) T/7/JY\�7 FLUSH(2)11 "ML_ _ aFLUSH(2)11 fig"M z / T �zC� 7 cx'�7 - Nm J L_ - 'yw d (� `. I �., `. `. `. _ - - - _ I )_ Z - _ -41 _ .1 -_ v a' FIRST FLOOR / _ (2�9 'MV_ RAME 2 SIDE WALLS W/2x4 "' I u: X / ELEVATION=+15.0 "`" ' ' -/ -- / STUDS+2 LAYERS PLYWOOD- �, J / WRAP EXPOS BEAM ` GLUE&SCREW TO"HANG" '� r -� ; I W/DRYWALL FROM CANTILEVER M.LAMS. DROP(3)14"ML _ / / (3)9 "ML z - / 1 I j i PEN ABOV Nm (3)2x6 JACK STUD C.J.2x6 +moo o I of ...CCC... 16"O.C. W t !% C —HEAD g I I = I / 2 91"ML S LANDING _ Drawing Title: _ _ _ _ FRAME WALLUP T - -' LANDING ONLY ` / 0 L=, OST BELOW WINDOW .R.2x10 @ 16 O.C. m a CUT TO CURVE u o ` / o o FOR STAIR LANDING EADER(2)11�g" , ~ Z SECOND FLOOR - -- — — I Z FRAMING PLAN 7 "ML / 2)I 'M % !@! (30 - 0 _ONT 13EA R �1 8" L � oF_ --HEADER(r)11 B,ML of U_ mp 11 �p (CANTILEVER)z o @� Scale: AS NOTED Date: SECOND FLOOR FRAMING PLAN MAY 3, 2023 1 114"=1 -0" Drawing Number: ' ®7 Ronald Zakar RZ architecture & design 111 South Street Suite 16 Oyster Bay, NY 11771 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE HOBART ROAD SOUTHOLD,N.Y.,11971 SECTION 64,BLOCK 03,LOT 03 Ronald Zakary D Ape"' -9r 0 73� -�� - - HEADERBELOW — - - - - - - - - - - - T - L �J� �NQ co I trio N �.� I F R.[x8 16"0. , \ R.R.2x8 16"O.C. ReVISIOr1S HEADER(2)11 J"ML 3V12 ITCH 3/12PITCH : I NO. Date Description W I 1 04-26-2023 Progress Set /- HAMPER END OF I � � o w I C.J.2x6 FLITCH PLATE TO 7 LU = `� - -- — — -- — — — — — — — — _� _ 16"O.C. / DEPTH @ 9:12 PITCH I wl w _ _ HEADER BELOW _ 1 2 05-03-2023 100%CD's/File for Permit a' —FCIISI�(2j11 "N1C — — _ - r- / I x m J L I HEADER 2 9 "M 1 HEADER 2)Ilk ML Z I / J - -- - 1 (1)118 ML 5-" VALLEY I I rml NI L FLUSH(2)118"ML / - - - - o �Q of N I ` t �60NTIN000S HEADER 2 9 "ID4� w I I HIGH C.J.2x8 @ 16"O.C. II I O I J.2x6 @ �, a o HIGH C.J.2x8 @ 16 O.C.LL_ U� I� C5 I r� I 1s"O.C. W I C.J.2x6 I I I I / 0 I M II I N R.R.2x8 @ 16 O.C. IT O.C. I ` ' a I _ HIGH(2)9Z CD o-ELML I A- I vl 3/12 PITCH / - 1 I � v +� i BOW P.L. U_ =1 I I 1 (2)9�,M HEADER(2)9 ML L = �LUSHJ20 t-ML - - - J L U — — ---- _ G — H 11 ML I C J 0 `► LOPED C.J. HIGH C.J.2x8 @ 16"O.C. I LOPED C.J. SYMBOLS BELOW P.L. @ 1 „ D.C. 1 2x6 @ 16"0. . 12'-0"A.F.F. 2x6 @ 16"0. I OPE --A -' -- —FLUSH 2 1 Z ML— -- / ( ABOVE (2)9 / I I B- A i =(3) 2X6 OR(3) HEADER 3 9 "ML C.J.2x10 16"O.C. I w f O I I2X4 AS REQUIREDr � Li `` � I I I C.J.2 10 @ 16" D.C. v # =INDICATES POINT LOAD � HIGH C.J.2x10 16"O.C. � C. .�x1 _ x I I I I 9 0 A.F.F. w( @ 16" C. r -1 — -- — — -- — — — — _ — HEADER —� - �/ r,.,— I • I =4 2' DIA. STEEL COLUMN 1- x 1 _ _ _ _ _ _ _ _ _ F_ ! T - 1" L- LESS NOTED OTHERWISE / / - I I '\ / /(3)92 ML 11 1 p =POINT LOAD FROM ABOVE _ - I o I o I / to I o I I C.J.2x10 @ 16"O.C. r1 Qe =CORNER HOLD-DOWNS I o �� I I N - Inn- HD I / _ L=LtH(2)9?ML— / 1 �" "' - - - J L - - �- - - - - - - - - - -_ / 2 =BEARING WALL n SEE RdOF FRAMIN U � I � � ` .COL J Li FOR THIS AREA ` ' FRAME OUT SHAFT FOR STL X o �I I I-- o f HOOD DUCT TO CODE o I o �I III NOTES: I HIGH C.J.2x8 @ I W � `� rn 16"O.C. _J 9'-0"A.F.F. /I J U -p R 2 91�IVIC FLUSH(2Q 92"M I @� SECOND FLOOR MINIMUM INTERIOR HEADERS TO BE (2) ` / / - j ` — o ELEVATION=+26.05 I HIGH C.J.2x8 J 7%" M.LAM UNLESS NOTED OTHERWISE I I �" ,� - - - 4 - - - ( I C.J.2x10 @ 16"o.c` lY 1s"o.c. l" C.J.2x10 @ 16"d . PULL DbWN I (2 7 M oo / — —_— — — 9-0 A.F.F. — — I I I I I Z USE 8d & 10d FOR ALL SIMPSON STAIR o - ? L LF1US4�(21g$'�vIL CONNECTIONS - - - - - - - - - - -- J I I - - - - - - - - - - - -� l / I I L c "' FLUSH(2)118_ML o — I o CN PROVIDE F � o IREBLOCKING IN CONCEALED I � - - -_ - - - - 'I J� I I SPACES AS REQUIRED PER CODE R-302.11 I I I J I t ��,� } ' l `�(2)� "ivlL I--------- __ STRAP ALL POSTS TO HEADERS T&B �- `��>=ApEa�3�9 "-M IN c J.2x10 1s"O.C. C.J.2x10 @ 16"o.c. Drawing Title: co R 2x10 -16-U. . R 2x10 16'� N a T 18/ 22 PITCH_ 18/12 PITCH__ PLEASE SEE DETAIL B/A-5 FOR FLITCH cA 2x6 I� � �I I HIGH FLAT � i PLATE DETAIL 16"O.C. = SECOND FLOOR PROVIDE (1) 2x6 TOP PLATE ON TOP OF ALL L _ _ FLU SH(2111, 3)2x JA K ML — — I HEADER 2 91'ML r -1c.J zKs i o CEILING FRAMING PLAN FLUSH & DROPPED STEEL BEAMS I . N N N 16"O.C. / t ALL STEEL COLUMNS TO BE 4 2 1�' DIAMETER _ FLUSH(3)118"ML BELO L. / r R_R)�2"ML / x .337 WALL THICKNESS WITH 8"x8"x4' BASE �'' a 2„M T 1 �2)7 "ML -�-� 2 ,.. PLATES UNLESS NOTED 11�R-(23� SIMPSON H.D.TOP FLANGE HANGER LL-�J LL_JJ ® Scale: AS NOTED Date: SECOND FLOOR CEILING FRAMING PLAN MAY 3, 2023 1 114"=1'-0" Drawing Number: A=8 i i Ronald Zakar RZ architecture & design 111 South Street Suite 16 Oyster Bay, NY 11771 Tel. 516-922-5680 RonZakary@gmail.com Project Title: PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE HOBART ROAD SOUTHOLD,N.Y., 11971 SECTION 64,BLOCK 03,LOT 03 Ronald Zakary c._ N . 0 NEB Revisions No. Date Description 1 1 04-26-2023 Progress Set 1 FADER BE W/ / A-1 2 05-03-2023 100%CD's/File for Permit 14_ RR 2xl0 @ 16"O.C. RR 2x10 @ 16"O.C.I 9/12 PITCH 9/12 PITCH (2)9�'ML HEADER @ o C.TIES 2x6 �— — ATTIC WINDOW o @ 32"O.C. �- — — f � I II o II II _— I Z you I I I I �Q y� ❑ ` y ❑CN C y— �� w ��'`� I i W I I ��tie �I RR 2x10 @ 16"O.C. RR 2xl0 @ 16"O.C. o I I I �1 I 9/12 PITCH 9/12 PITCH 2 L J H 2x 1 R.R.@ 16"O.C. LF �y 9/12 BITCH �y�J i CONTINUOUS—(2)-11 gML RID_GE_ n II Ii � _- J co � x10 R.R.@ 16"O.C. III -0� —J— ADER BELSYMBOLS @ ow �? Q O6 0 CD CONTINUOUS(2)11 "ML RIIb E / I i J I L_ - ©/ 2X4 AS REQUIRED I r —� — — — rr— — r� o I I � � W �M I W — — / . N ` I LJ I c� S I I I I tl � I Of co U ® =INDICATES POINT LOAD — — — — — — HDR / — y I I I I o 6 I I I I it o F BELO / - - - - - - I I x a o I I I DBL x 0R.R.+ `o F- � - - - - - - - _ - - - - - - - I I I g cli —I _ 1�� I I C.TIES 2x6 @ 32"O.C. /I I bNTINUOUS RIDGE(2)14`I OLAMS - - `�' - _ - J 1 - - - - - I�y v N I O "P WOOD FLITCH o • 4 DIA. STEEL COLUMN _ _ _ _ _ _ __ _ _ N N u-J (UNLESS NOTED OTHERWISE) I I DOUBLE ROOF RAFTERS RR 2x10 16"O.C. 'I--I/ I I I/ Vr - - - / / - o - - - 1 0 a' / 9/12 PITCH I I I w I I -(2"4"ML�IB6E- y ��H�R• I IIII/ (I)9II II I �L._ ZD I II/ 3)2x10+(2)LAYERS0 =POINT LOAD FROM ABOVE W W wo 1 "PLYWOOD FLITCH/IEkD7�All.� NRR 2x8 @ 12"O.C. jO ?o 1J COPPERCR CK c;o o=CORNER HOLD-DOWNS a 3/12 PITCH(SHED ROOF) �� U_ - v 7 tD � 0 0 LYq 6"ML RIDGE(RUN LONG TO ST)o A � — Xa o DOUBLE ROOF RAFTERS y " N=BEARING WALL ai 11 N o +" o W ' 1 oL I I I o 1 1 n �- - - - C - - — � ' / - - - - - - - - - — `� a �I iI 2)2x10+(2)LAYERS NOTES: DBL2x10R.RAFTERS O L d PLYWOOD FLITCHTOP FLANG a o Li c3 C.T.2x XHANGERS oLL N v o CN CD W MINIMUM INTERIOR HEADERS TO BE (2) DOUBLE ROOF RAFTERS G�� _ Z ~ o M X °° I I o I 7%, ' M.LAM UNLESS NOTED OTHERWISE l�� o I — — y N = / FARING WALLS BELO Iw X a r - Ll / ` / - - _� RR 2x1 16"O.C. R 2x10,@ 16"d.d. DBL 2x10 R.R.+ ir = USE 8d & 10d FOR ALL SIMPSON I I/ `i' 118/12 PITCH 1812 PITCH "PLYWOOD FLIT H wo / RR 2x8 @ 12 O.C. - 4 3 2x10 R.RAFT RS+ I I I I I I I I I o CONNECTIONS u l 3/12 PITCH(SHED ROOF) ) �„ I I -� -m �HD / - I L J I FADERS BELb 11 — — — `/ X I I o = v (2)LAYERS PLYWOOD I BE OWj J L — — O° o FLITCH(GLUE&SCREW) I I I / I r ] C i;.TIES 2x6 @ 32"O.C. I /��_ HEADER B L W(2)11 fig"ML _ JL HEADER BELOW(2)11 a"ML / _= y� Q _f-1 PROVIDE FIREBLOCKING IN CONCEALED DOUBLE ROOF RAFTERS I I I I I`f/ o I — /! w — — — — — -J SPACES AS REQUIRED PER CODE R-302.11 / I I I I I I I rl w 1 o RR 2xl0 @ 16 O.C. RR 2x1d(g 16 O.C. m i I RR 2x10 Ci 16"O.C. RR 2x10 @ 16"O.C. I 9/12 PITCH 9/12 PI C I it I 1 - - HDR / Drawing Title: STRAP ALL POSTS TO HEADERS T&B I 9/12 PITCH 9/12 PITCH I I I I w I C —I I M L-I `/ BELO `/ � L- - - -- - - - HDR / - - - - - - -� I I I I i I o W --- - � � - - - - - - - - BELO - - - - - - - - -I —� I I r I I W N PLIEASE SEE DETAIL B/A-5 FOR FLITCH / I I I I I I I RR 2x1 @ 16"O.C. RR 2x1 @ 16' O.C. NOTE:SURVEYOR TO CONFIRM 35'RIDGE ROOF FRAMING PLAN PLATE DETAIL I I I I I o 18/12 PI CH 18/12 PI CH HEIGHT ABOVE AVERAGE GRADE OF Cli v I iI M ELEVATION+10.8 PRIOR TO FRAMING ROOF. PROVIDE (1) 2x6 TOP PLATE ON TOP OF ALL I I I ��Q /� TOP OF RIDGE HEIGHT-ELEVATION+45.8 FLUSH & DROPPED STEEL BEAMS i I Lto j ALL STEEL COLUMNS TO BE 4 1" DIAMETER I I (2)9 "ML HEADER @ I - C- - �� I o x .337 WALL THICKNESS WITH 8"x8"x4" BASE i L - ATTIC WINDOW/ - - �- - i '-� N -\ 1 PLATES UNLESS NOTED — _❑ — — — _ y— C— — A Scale: -�— —� AS NOTED IP 2x12 R.R.@ 16" RIP 2x12 I .R.TO FRAM O.C.TO CREATE Date: . ROOF FRAMING PLAN SPLAYED ROOF AT BAY WINDOW SPLAYED ROOF MAY 3, 2023 RADIUS=12'-0" 1 114 1 .0 Drawing Number: Ronald Zakar SKY EXPOSURE PLANES OFF RZ architecture & design THE LIMITS OF THE PAGE 111 South Street Suite 16 Oyster Bay, NY 11771 MAX TOP OF RIDGE _ _ _ Tel. 516-922-5680 (elev.+45.8) STEPPED COPPER RonZakary@gmail.com FLASHING Project Title: — 1 i 9 U ll PROPOSED NEW DWELLING: BATTAGLIA RESIDENCE -_- HOBART ROAD SOUTHOLD,N.Y., 11971 J SECTION 64,BLOCK 03,LOT 03 LI 2 1 - 29 RHA I � - ----- Ronald Zakary _ I - — TOP PLATE(elev.+34.05) - 1!illl 111.11-_l1��1111Li- v. ' 1_lu1J_i-Il11Jl_Jl-1 VERHANG JJ LL U I tLLLI1l1JJ I-U_ p .D _l1-li l.11_ _ll 11 11_ ,l /+ ll ICAL �P L'' 11 .. 1J 1 ERHANG IG ! 1 1i�i 1 J�,b JLLU._11 IL Ill-l_j 1 111.1L11.IL. .11LJJ1 I II_I I i ! MAIBEC TWICE DIPPED d 1 a o Fol � 111LJI'l J1 1 ± IICEDAR PERFECTIONSL1L LI 208 211 1 to I1 11 J BALCONY FLOOR L -fl J_ it LJ 1 lL 1 LEAD COATED COPPER SCUPPER A 0 0 TOP OF SECOND +2 12 _ _ _ 1 1 a3 -�— ND FLOOR(elev. 6.05) 11 11 TIL 6 r- ' 1 — _- — N ®- -- - IL1l_11 III J „ 1' ER HANG Revisions 1-I1lIL u Q J. L1LI� 11 No. Date Description N lli�iJ -_- - - - _�__ 1 LILJ� 1-1 I --I== lull i I w P 12"x12"FIBERGLASS co 1. 111' 1111 11i J JL 1 L i !�L I. 1 o COLUMNS-WRAP STEEL 1 04-26-2023 Progress Set T - LA = 111 0 2 05-03-2023 100%CD's/File for Permit 1_ 11-I1 11 111 Jl 1 112 L 112 112 �1_1_ I1_L 11 o II II I II °O v= I 1 Ll I --- o BLUESTONE CAP j 1 6171 L —.,, BLUESTONE PAVERS -- _ Tr- TOP OF FIRST FLOOR(elev.+15.00)— ;I 107 107 1 - TOP OF FIRST FLOO�elev.+15.00 = will, CUT STONE VENE'vR \ CHIMNEY SKIRT TO MATCH PROPOSED SIDE ELEVATION 11- ' 11 METAL ROOF COLOR 2 OF GABLE= CUT STONE VENEER ON \ 114 -1 -0 MAX TOP OF RIDGE _ 1� \ OF WINDOWS= � CHIMNEY (elev.+48.00) OF BAY -- . L— PAC CLAD STANDING Tr_ SEAM METAL ROOF _ MAX TOP OF RIDGE I -1 — I 50 YR ASPHALT SHINGLE ROOF ON \ (elev.+45.8) 30#FELT+ICE&WATER SHIELD AT \ THIS SIDE SKY EXPOSURE PLANE VALLEYS AND EAVES(2 COURSES) OFF THE LIMITS OF THE PAGE SKY EXPOSURE PLANE-�\ I \ 06 - - \ • - I I 12I tl9 1x8 AZEK FASCIAS WI x 4"FRIEZE 3 6:12 PIT H N - 6:12 PIT H WHITE ALUMINUM GUTTERS&LEADERS 1 e - TOP PLATE rev.+34.05 TOP PLATE +34.05-- - �� --- --- --------_-- _ - - J J I - AZEK BEAD BOA D =- ---- - 0'VERHA I ! �SOFFITS u' llL I LL11 Y L _-- u BUILT-UP CROW E z E 1 ll L o � 1l_1 1 c OS OS J _ m o 11 203 2 4 U4 J 07 210 1 0 o o � 0 1 w -- - — - cn 201 201 1J _ AZEK = 1 11�L 1 0 _I 1 it TOP OF KNEE WALL elev. 26.85 lL 'i 1 1- I� 1 - - � -'- - e BLI F SHI G I __ � -1L I l J t -TIP 2" FLO R I - 61 AZEK TOP OF SECOND FLOOR Lev. 26.05 Drawing Title: 1l ` TYPICAL t"x 6"+6"CROWN - ll �AZEKIPANEL� BUILT-UP ! \\ (AZEK)AT SOFFITS TYPICA I 1 __-_ - CROWN 1 OVERHA - - ---------- - -' - --- I 1 - - f- - - ----- -- J ---- 1 MAIBEC CEDAR ERFECTIONS -- 1 -- �- �-� L 1 = ® 1 -�- - - -� - I I ® ® W15 8„EXPOSU -COLOR TO BE GARAGE PLATE HEIGHT elev.+23.00 J l � 1E] I� (�4) �I - � I © © SELECTED.WEA E CORNERS. - - �_ �. II—��I 1 i 1 1 1 1 I 111 1 ! _ PROPOSED FRONT 1 AND SIDE ELEVATION • 111 ll I I --_- II �, 1JT �b ZZ L1 _ - - LJl. JJ J JJJJ ll u � ; 1J_ 1L1 I - _ 'W -- 1 I 1 111 LJl 1 I 108 U _ _ __ oL_@ ]�� JLII I I �1J_ JJ — _—. —_ _ J I- �J 1L 103 I I _ll_l, J- -- - 110 - -- tA 101 102 101- J 103 105 ! 1 5 105 11h!lI 103 l� i - - 08 _ L -- El � � I I_lU I _ 111- 1 II � --- ' -- 107 __ - TOP OF FIRST FLOOR(elev.+1 .00) cale: S AS NOTED o Date: TOP OF GARAGE elev.+13.00) - ® CUT STONE VENEER - - Drawing Number: CUT STONE RISERS -- ,r- - - EXISTING AVERAGE GRADE A -- - GRADE±(elev.+10.00) (elev.+10.8) ZEK NEWEL POST WITH CUT STONE RISERS CUT STONE VENEER PROPOSED FRONT ELEVATION HANDRAIL-TO CODE 12"SQUARE FIBERGLASS COLUMNS 4"x6"AZEK FRIEZE&FYPON_J An STONE CAP AND FLASHING BRACKETS TO BE SELECTED Am 1 114„=1 1-011 l 0 i SKY EXPOSURE PLANES OFF Ronald Zakar _- -_ THE LIMITS OF THE PAGE RZ architecture & design 1y 111 South Street Suite 16 Oyster Bay, NY 11771 I'y I Tel. 516-922-5680 RonZakary@gmail.com 12 9D Project Title: PROPOSED NEW DWELLING: 21 - BATTAGLIA RESIDENCE -- 1 HOBART ROAD SOUTHOLD,N.Y.,11971 L 1 SECTION 64,BLOCK 03,LOT 03 1 \ 3:12 PITH 31 T H - - TOP PLATE(elev.+34.05 — — L Ronald Zakary 1'-01 1 I 1 1'=0 RHA G OVERHAI w- C L zo2 I 02 liI �.� l%Kfl,. ej` ' ' ,�r I 1 r lit 18 218 ;III O 11 J.i TIL TOP OF KNEE WALL elev.+ i 1 i111 R �1.11 .F NE If I!11 f� 11� l 12"x12"WHITE L 1 1 ll 1 1 1 1 ;1' GARAGE PLATE HEIGHT(elev.+23.00) FIBERGLASS COLUMNS 1 11_ --- -- — - - La l : Revisions uJ W 11 �l L LI i ii No. Date Description WHITE AZEK RETURNS AT L _ _ -- - - - - -- -- - - - 1111 1 04-26-2023 Proet SIDES OF FLARED SIDING gress SI=_ L i - l illll 2 05-03-2023 100%CD'sl File for Permit LitI 11 1111 - L 11 1l. 11- it 1L_ lll lLll 111llLLL I' - - 11' - �_r ------ � � ❑ ' ill i 111 � TOP OF GARAGE elev.+13.00 PROPOSED SIDE ELEVATION 2 / SKY EXPOSURE PLANE CUT STONE VENEER i MAxz6pOF RIDGE 06.+45.8) KEMPER FLAT ROOFING / COPPER FLASHING — THIS SIDE SKY EXPOSURE PLANE 50 YR ASPHALT SHINGLE ROOF ON OFF THE LIMITS OF THE PAGE 30#FELT+ICE&WATER SHIELD AT VALLEYS AND EAVES(2 COURSES) STANDING SEAM METAL ROOFS FLASHING BY PAC CLAD,OR EQUAL 1x8+10 RAKES 6:12 PIT - 21 {NUM�{� - a 3 x 4 FRIEZE TOP PLATE(elev.+34.05) 1 I - - TOP PLATEselev.+34.05 -- - 1- - - -1- � 1. - T --- - -- l lll1LlLWll; _Ili L a_II Itil-Ii.lUL�,i - - � - - 1llJ llll M'lll 111L111111,1 „ „ L I 1 i. IL11;i_! 5"x 4"AZEK TRIM 1a1 � �J -_:_1111111 1 J- a . i J11L11�iJ11iJJJ�_ 11J-' �1!I l ll.1111 �' ll_ll 1 Ill-h-li1L 1lJ_J11 11L1 �,iL1111111i l llll Lll_ll-I.11 J1I-J�1 11 1 !.Lll111 i 211 1Lll�L�I 111111J111 13 13 I II 1 ��1J_JL1LLl! " AZEK PANELS L 1L1111_I I I I_Il Ll l l ---_-- -- - - - Il J:. ll_l 11J-LLi l l I - ___ _-__,_ 1 1 i II lll!;Lll_l Il_l11 i ,1'- l .1 I 1 1 11 Q 15 215 216 216 1 17 1711 17 Il_�L i:.lil Ilal Ur ___ _ _ _ ___ ___ _ 5 ��l�1 TOP OF SECOND FLOOR(elev.+26.05) l u 1L1. /F F00f _ 11J1 - U 1 l)f + - - - - - - - 1_lii tl-ll-1�111 II 1;i � -- ND 4 4 � 1 � I I - TOP OF KNEE WALL(elev.+26.85) llLW111�-111!1 - - 4-- - - - - -- ll1J1111.111� 3 11 J LWL11 1 L 1 1-L J1 J1 ll J L _l1 1- _111i 1i_ ILi1 J_ 11 1 _I 1 YPICAL 1.1L1111-1: .. L ll 1 1J L ERHANG � - - - L l ® l� GARAGE PLATE HEIGHLelev.+23.00 LLl_ ll11�111_� �� '.!-_�_;;_,: ; ; �; . �._�- 1 ':I 1 Ii - - - - - - ----- 15 15 7 15 1,5 � 11 11 � - - - � Drawing Title: • � 1 1L�11L11 L _ � � I l I'll' 1�11 I II I111 L11111 -- -- ' - � -- --- - ---- - - --- L --- --- -- - - --- -- � it g 11111 I J11 1 i 11.1 1�' IIIL:1111111111'1 I 11111 1lJ.- 111I1J 11_l_lll IJ 11 Il llli r-lit]�l ! TL Jd_ 11ll1 11111 111II1 l ': . -- m 111LLiLLi-L it it lilt- 111L11 ILl! __- -___ _-_ _ - 1 IL t[11.1-111L1L11 1111111111-II_!.11, o PROPOSED REAR AND 12"x 12"1=1BERGLASS COLUMNS ll-1!1111.1i 1 LL-Il li'_1,JL�_11 li_l, _ _ l 1 II11 iL11-,IiiiiLi.1111-I:_ ll 11 L1111llL „ 1_I J.1 I Il.li i11i1111 L_lli.; �'� L - 1L11- 1 1L F- „ RIP 2x6(�16 O.C.TO FLAIR SIDING 1Lll1L1L11--Lll 113 1L._i;-liJ;l_Il J111J�11 f- I I' I lU_ MAIBEC CEDAR PERFECTIONS SIDE ELEVATIONS ;1=, 11_I1ll�1L- ❑ L 11;! l l 111_I l;l l; _ . J 1 1I 1 1L 2„ _" W158 EXPOSURE-COLOR TO BE 114 1 1 L SELECTED.WEAVE CORNERS. 114 114 116 114 18 T118 118 CUT STONE VENEER � O O � O O 1 O O O 1 - - --- [ � 14 O I- TOP OF FIRST FLOOR(elev.+15.00) _-_=,1 - _ - - - - - T lll TOP OF GARAGE elev.+13.00 Scale: - - --- _ AS NOTED a —� PL Date: MAY 3, 2023 I' Il 111 II III I ll� I III Il l 111 II II CUT STONE RISERS I I II II I I I IN 1 II Drawing Number: RETAINING WALLS BY OTHERS III IIIII III III 1111 I III III IIIII III II 002 �JIL�002 �JI III I I I III I��002 ��IL� 002�J �WALKOUT BASEMENT BEYOND PROPOSED REAR ELEVATION 1 =_ ====III ' 05 IIIII ' III==== _= Iit 1 TOP OF BASEMENT SLAB(elev.+5.00) I - ------ II- �I� �I�------ J Ami 114"=1'.0" — — — L ,-Z, WALK-OUT BASEMENT ELEV.+4.5 I Ronald Zakar ROOF ,J'L_4"VTR JiLa"VTR _ , _ RZ architecture & design 2_ T--- — --r 2" 1 1 _-T 111 South Street 1Yz" 11Y" 1Yz I I I 1 Y" 11 Y" I I I I 1 . I I X.ROOF I I 1Y 11 2" 1 —f------- � —� I I I I I I 11Y" 022" 11Y" i i1Y 11Y" 11Y 11Y" i1Y" Suite 16 I 1 MASTER BATH ROOM I 1 LAUNDRY ROOMj I BATH o0M I I MASTER BATHROOM 1 I I Oyster Bay, NY 11771 1 I i i i 1 I I I 1 1 I 1 1 I I Tel. 516-922-5680 12" 1 1 1 I I I 1 I i 1 I 1 1 1 I 1 I I RonZakary@gmail.com I 12" 1 I (TO ExT�LVLNT I I I 12" 1 1 I 1 12 LAUNDRY ROOM j 1 " 12" I I 1 ■ I 12 i 1" 1 " I i j Project Title: SECOND FLOOR i I 1 FL N 2 I Co ll 4" 2" I 2" 2" a" 1 2" 2" CO I PROPOSED NEW DWELLING: DRYER _ 2" 4" ' 4" Co ' 4 __2" _ ___---I BATTAGLIA RESIDENCE SECOND FLOOR I ?1 i i I I HOBARTROAD 11Yz" 1 Y" 1Y" j1Y• 11Y" 11y" �1Y"1" SOUTHOLD,N.Y.,11971 1 ITCHE PIOOM i i 1 SECTION 64,BLOCK 03,LOT 03 I Rr OOMI I 1 I 1 I 1 I 4" 1 I I I I KITCHEN FAMILY ROOM 1 1 I 4" 1 , ° 1 FIRST FLOOR TQ2. °" 1 12 I Ronald Za ka ry OVEN FIREPLACE C0i WALLPF� 4" RANGE 4" 2" 4 1 CO FIRST FLOOR GENERATO 4" KPR I 4" W cS' 0 MECHANICAL 1" i 4" 2"MAIN GAS METER ROOM A�_ BASEMENT 1 '�y 0 BOILER j F N�V� C0 CoN BASEMENT I TO SEPTIC SYSTEM CO 4" a" BY CIVIL ENGINEER Revisions No. Date Description 1 04-26-2023 Progress Set SCHEMATIC GAS RISER DIAGRAM 6._111 SCHEMATIC PLUMBING RISER DIAGRAM 2 05-03-2023 100%CD's/File for Permit B NTS NTS RIDGE VENT MAX TOP OF RIDGE _ (elev.+45.8) (2)14"ML RIDGE 12 TYPICAL ROOF 9 D -LIFETIME ASPHALT SHINGLES COLLAR TIES -30#FELT PAPER _ - -J"CDX PLYWOOD SHEATHING(t"ON FLAT ROOFS) _ -2x10 ROOF RAFTERS -2 COURSES GRACE-ICE&WATER SHIELD(ON ALL (2)14"ML RIDGE TYPICAL GABLE EAVES AND VALLEYS) END OVERHANG -OPEN CELL R-38 SPRAY INSULATION+AIR BAFFLES UNFINISHED ATTIC 12 3� 2x10 @ 16"O.C. LEAD COATED COPPER TOP PLATE(elev.+34.05) b — FLASHING PAN TYPICAL EXTERIOR WALL -MAIBEC TWICE DIPPED CEDAR O.H. 2xl0 @ 16"O.C.--J (2)118"ML E- (2)9 "ML TYPICAL SIDING @ SIDE WALLS PERFECTIONS SIDING (2)9 "ML = KEMPER FLAT ROOFING-PITCH -BLUESKIN HOUSE WRAP TO DRAINS -a"CDX PLYWOOD SHEATHING = -2x6 STUDS @ 16"OC cc -2"CLOSED CELL SPRAY INSULATION+ cc - R-13 BATT(R-27) ACCENT ROOF GYPSUM WALL BOARD = -STANDING SEAM METAL ROOF W/ HEAT RESISTANT UNDERLAYMENTS - Z HI W.I.C. MASTER BEDROOM , � -tCDX PLYWOOD SHEATHING 16x36 TOP OF SECOND FLOOR elev.+26.05� W_ �ll_111,1 12 -2x8 ROOF RAFTERS ( (2J 11 ML 2)1 J"ML _ 11$"TJI PRO 560 @ 16"O.C. HEADER W 16x26 +ROXUL INSUL.+t"SUB(2 9�"ML DECK JOISTS W 12x26 11 Z"ML f 2x8 WALL) e FLOOR+8"DRYWALL BEAD BOARD AZEK CEILING 0 q ENTRY FOYER FAMILY ROOM Drawing Title: TOP OF FIRST FLOOR elev.+15.00) _ _= 1 COVERED PORCH 11J"TJI PRO 560 @ 16"O.C. W12x26 11 J'TJI PRO 560 @ 16"O.C. I I t BUILDING SECTION +R-30 BATT INSULATION+ +R-30+J"SUB FLOOR+J" I `--95%COMPACTED BACKFILL GRADE J"SUB FLOOR+e"DRYWALL DRYWALL A PLUMBING AND GAS Z "� A-6 PORCHES W/(2)#5BARS RISER DIAGRAMS c TYPICAL FOUNDATION WALL -(2)2X6 TREATED SILL PLATE MECHANICAL ROOM I NISHED BASEMENT -SILL SEALER INSULATION TOP OF BASEMENT SLAB elev_+5.00) -RIGID INSULATION Scale: -SPRAY WATER PROOFING AS NOTED -TERMITE SHIELD -J"HOOK TYPE GALV.ANCHOR BOLTS @ 32"OC �4"SLAB WI BAR WWF ON 6 L—Y Date: MIL VAPOR BARRIER& 15"x36"FOOTINGS W/ 4 MAY 3, 2023 -12"CONCRETE FOUNDATION WALL W/#5 ( ) @ 24"O.C.EACH WAY+1 J"x 31"KEY WAY 6"-12"CLEAN GRAVEL #5 BARS+#5 DOWELS 2 INTO WALLS @ 24"O.C. W/#5 BENT DOWELS @ 24"O.C. Drawing Number: PROPOSED BUILDING SECTION 1 114 _1 _0 Aml 2 I i Ronald Zakar DOOR SCHEDULE WINDOW SCHEDULE RZ architecture & design 111 South Street W H T REQ,D NO. LOCATION MATERIAL TYPE MFG. SIZE FINISH NO. HARDWARE REMARKS NO. LOCATION TYPE MFG. MATERIAL CATALOG# ROUGH OPENING FINISH NO.REQ,D MULLION REMARKS Suite 16 001 Closet Solid MDF Raised Panel 2'-0" T-0" 14° Paint 1 Hinge,Passage 001 Egress Double Hun Sierra Pacific Aluminum C-H3DH-36x60 3'-0"x 5'-0" �„ Oyster Bay, NY 11771 1— g g Clad Paint 2 $ SDL Tempered Glass,Egress Units Tel. 516-922-5680 Z 002 Vestibule Solid MDF Raised Panel 2'-0" 7'-0" 14" Paint 2 Hinge,Passage,Weatherstrip Z 002 Unfinished Casement Sierra Pacific Aluminum C-H3CS-30x66 T-0"x 5'-0" RonZakary@gmail.com W O Basement Clad Paint 1 SDL Tempered Glass UJ Per Hinge,Passage,"B"Label, Fire-Rated, n C 003 Mechanical Room Insulated Steel Raised Panel T-0" 71-0^ MFG Paint 1 Self-Closing,Weatherstrip W c Project Title: W 004 Closet Solid MDF Raised Panel 2'-6ll 7'-0" 14" Paint 1 Hinge, Passage U) m Q Unfinished " Per Hinge,Lockset,Deadbolt,Threshold, PROPOSED NEW DWELLING•004 Basement Aluminum Clad French Door Sierra Pacific 6-0 7-0 MFG Paint 1 Astragal,Weatherstrip Aluminum BATTAGLIA RESIDENCE 101 Garage Double Hung Sierra Pacific Clad C-H3DH-30x68 2-6 x 5-8 Paint 4 8"SDL 9'-0"Head Height IIOBART ROAD O.H.Garage Per 102 Garage Double Hung Sierra Pacific Aluminum C-H3DHP-48x68 4'-0"x 6-8" SOUTHOLD,N.Y.,11971 101 Garage Mahogany Door 8-6 8-0 MFG Stain 2 Garage Door Opener,w/Safety Eye O g Picture Clad Paint 2 8"SDL 9-0 Head Height SECTION 64,BLOCK 03,LOT 03 Hinge,Lockset,Threshold,"B"Label, 0 103 DiningRoom Double Hun Sierra Pacific Aluminum C-H3DH-24x72 2'-0"x 6'-0" Z^ 102 Garage Insulated Steel Raised Panel 3'-0" 8'-0" — Paint 1 Fire-Rated Self-Closing,WeatherstripC) O g Clad Paint 2 8 SDL Tempered Glass w/ 2 Side Lites R.O. -fill x 7'0" J 104 Dining Room Double Hung Sierra Pacific Aluminum C-H3DHT-24xl8 2'-0"x T-6" ( ) U_ 9 Paint 2 Z"SDL 8'-9"Head Height Hinge,Lockset,Deadbolt,Threshold, " Transom Clad s 103 Mud Room Mahogany Entry 3'-0" T-0" 2 4" Paint 1 Weatherstrip w/(1)Transom R.O.6-6"x 1-E �.,_. Aluminum „ Overall R.O.=6-6 x 8'-9- 105 Dining Room Double Hung Sierra Pacific Clad C-H3DH-30x72 2 6 x 6 0 Paint 3 8"SDL Tempered Glass Ronald Za ka ry O 104 Office Solid MDF Raised Panel 2'-fill 8'-0" Jill Paint 1 Hinge,Privacy W 106 Dining Room Double Hung Sierra Pacific Aluminum C-H3DHT-30xl8 2'-6"x V-6" Paint 3 Z LJ.. O Transom Clad 8 SDL 8'-9"Head Height 0 105 Kitchen Solid MDF Raised Panel T-0" 8'-0" 12" Paint 1 Pocket Door Hardware,Passage 107 Stair Tower Casement Picture Sierra Pacific Aluminum C-H3CSP-42x60 T-6"x 5'-0" J a g Clad Paint 4 8°SDL 4-6 Head Height from 1st Floor,Tempered Glass GD A " Aluminum �~, C'�✓j � 106 Pantry Solid MDF Raised Panel Pair 8'-0" 1 ' Paint 1 Pocket Door Hardware,Passage 108 Hallway/Bathroom Double Hung Sierra Pacific Clad C-H3DH-30x48 2-6 x 4-0 Paint 2 7"SDL Tempered Glass unit in Bathroom �� '�3 R`7P4.2 z 1\ Double Hung Aluminum a �� (f� 107 Powder Room Solid MDF Raised Panel 2'-4" 8'-0" 14" Paint 1 Hinge,Privacy 109 Hallway/Bathroom Sierra Pacific C-H3DHT-30xl8 2-6 x 1-6 Paint 2 8"SDL 8'-9"Head Height C>' Transom Clad s " , ^ �^ Hinge,Lockset,Deadbolt,Threshold, 110 Bathroom Casement Sierra Pacific Aluminum C-H3CS-36x60 3'-0"x 5'-0" �„ 1% 108 Entry Foyer Mahogany Entry 4-0 9-0 2 a Stain 1 O Clad Paint 1 8 SDL Tempered Glass 'k Weatherstrip �. 109 Coat Closets Solid MDF Raised Panel 2-0" 8'-0" 14" Paint 2 Hinge,Latch,Pulls 111 Bathroom Casement Sierra Pacific Aluminum C-H3CST-36x18 3'-0"x 1'-fill �„ N Paint 1 8'-9"Head Height Pair Transom Clad $ SDL 9 ,9T 0 734 JCS 110 Guest Bedroom Solid MDF Raised Panel 2'-8" 8'-0" 14" Paint 1 Hinge, Privacy 112 Guest Bedroom/ Double Hun Sierra Pacific Aluminum C-H3DH-24x48 2'-0"x 4'-0" �„ Bathroom g Clad Paint 3 e SDL Tempered Glass unit in Bathroom F NE 111 Bathroom Solid MDF Raised Panel 2'-6" 8'-0" 14" Paint 1 Hinge,Privacy 113 Guest Bedroom/ Double Hung Sierra Pacific Aluminum C-H3DHT-24xl8 2'-0"x T-6" �„ Bathroom Transom Clad Paint 3 8 SDL 8'-9"Head Height �� Aluminum " 112 Closet Solid MDF Raised Panel 2-0 8'-0" 14" Paint 1 Hinge,Latch,Pulls 114 Family Room Double Hung Sierra Pacific Clad C-H3DH-30x72 2-6 x 6-0 Paint 4 e'SDL Tempered Glass Pair 113 Guest Bedroom Aluminum Clad French Slider Sierra Pacific 6'-0" 8'-0" Per MFG Paint 1 Slider Hardware,Weatherstrip,Lockset 115 FamilyRoom Double Hung Sierra Pacific Aluminum C-H3DHT-30x18 2'-6ll x 1'-fill �„ Per Transom Clad Paint 4 8 SDL 8'-9"Head Height ReVIS1011S 114 Family Room Aluminum Clad Multi-Slider Sierra Pacific 17'-0" 8'-0" MFG Paint 1 Slider Hardware,Weatherstrip,Lockset Double Hung Aluminum 116 Family Room Sierra Pacific C-H3DHP-48x72 4'-0"x 6'-0" Paint 1 Z"SDL Tempered Glass No. Date Description Picture Clad e 117 Family Room Picture Transom Sierra Pacific Aluminum C-H3DHT-48xl8 4'-0"x T-T Paint 1 z" 1 04-26-2023 Progress Set Clad a SDL 8'-9"Head Height g 201 Closet Solid MDF Bi-Fold T-O" T-0" 13" Paint 1 Bi-Fold Hardware,Latch,Pulls 118 Office Double Hun Sierra Pacific Aluminum C-H3DH-34x72 2'-10"x 6'-0" Z„ Raised Panel Pair a g Clad Paint 3 $ SDL Egress Units,Tempered Glass 2 05-03-2023 100%CD'SI File for Permit 202 Bedroom#4 Solid MDF Raised Panel 2'-fill 7'-0" 14" Paint 1 Hinge,Privacy 119 Office Double Hung Sierra Pacific Aluminum C-H3DHT-34xl8 7-10"x 1'-6" Transom Clad Paint 3 8"SDL 8'-9"Head Height 203 Closet Solid MDF Raised Panel 1'-fill 7'-0" 14" Paint 1 Hinge,Passage Aluminum 120 Office Double Hung Sierra Pacific Clad C-H3DH-24x72 2'-0"x 6'-0" Paint 2 8"SDL Tempered Glass 204 Bathroom Solid MDF Raised Panel 2'-4" 7'-0" 1 Paint 1 Hinge,Privacy 121 Office Double Hung Sierra Pacific Aluminum C-H3DHT-24xl8 2'-0"x V-6" a g y Transom Clad Paint 2 8°SDL 8'-9"Head Height 205 Linen Closet Solid MDF Raised Panel 2-0 T-0" 14" Paint 1 Hinge,Latch,Pulls Pair 206 Master Bedroom Solid MDF Raised Panel 2'-6- T-0" 13" Paint 1 Hin e,Privac ,Astra al 201 Gara a Attic Casement Sierra Pacific Aluminum C-H3CS-30x60 2'-fill x 5'-0" Pair d g y g g Clad Paint 4 AN Egress Units,8 0 Head Height from Attic Floor 207 His W.I.Closet Solid MDF Raised Panel 2'-6" T-0" 14" Paint 1 Hinge,Passage 202 Garage Attic Casement Sierra Pacific Clad Aluminum C-H3CS-36x42 S-0"x 3'-6" Paint 2 8"SDL 8'-9"Head Height from Attic Floor �_208 Her W.I.Closet Solid MDF Raised Panel 2'-4" T-0" 13" Paint 1 Hinge,Passage 203 Hallway Casement Sierra Pacific Clad Aluminum C-H3CS-36x60 3 0„x 5,_0„ Paint 1 8"SDL T-6"Head Height 0 J Bedroom#4/ Aluminum 209 Master Bathroom Solid MDF Raised Panel 21-4" T-0" J ill Paint 1 Hinge,Privacy 204 Bathroom Casement Sierra Pacific Clad GH3CS-24x42 2'-0"x 3 6„ Paint 2 '-g"SDL 6'-0"Head Height,Tempered Glass unit in Bathroom U. 205 Bedroom#4 Double Hun Aluminum 2'-6"x 6'-4" Q 210 Toilet Room Solid MDF Raised Panel 2'-4" 7'-0" 14° Paint 1 Hinge,Privacy O g Sierra Pacific Clad C-H3DH-30x76 Paint 3 8"SDL 7'-0"Head Height,Egress Units,Tempered Glass 211 Master Bedroom Aluminum Clad French Slider Sierra Pacific 6'-0" T-0" MFG Per Paint 1 Slider Hardware,Weatherstrip,Lockset wl 2 Side Lites R.O.T-0"x T-0" 206 Attic Casement Sierra Pacific AI Clad m C-H3CS-24x24 2'-0"x 2'-0" Paint 1 8" p ( ) SDL 4'-6ll Head Height from Attic Floor O 207 Upper Foyer Picture Sierra Pacific Aluminum C-H3DHP-48x60 4'-0"x 5'-0" Paint 1 �" 212 W.I.Closet Solid MDF Pocket Door 2'-6" T-0" 14" Paint 1 Pocket Door Hardware,Passage O PP y Clad e SDL 7'-0"Head Height from 2nd Floor W Aluminum _ „ 213 Bedroom#2 Solid MDF Raised Panel 2'-6" 7'-0" 14" Paint 1 Hinge,Privacy 208 Stair Tower Picture Sierra Pacific Clad C-H3DHP-42x68 3 6 x 5 8 Paint 8 8"SDL Tempered Glass lower(4)units 209 Stair Tower Transom Sierra Pacific Aluminum C-H3DHT-42x24 T-6"x 2'-0" 214 Laundry Room Solid MDF Raised Panel 3'-0" 7'-0" 14" Paint 1 Hinge,Passage O Clad Pain 4 8"SDL 11-0 Head Height from 2nd Floor 215 Bedroom#3 Solid MDF Raised Panel 2'-6ll 7'-0" Jill Paint 1 Hinge,Privacy 210 Her W.I.Closet Casement Sierra Pacific Clad Aluminum C-H3CS-36x60 T-0"x 5'-0" Paint 1 8"SDL T-6"Head Height,Tempered Glass Bi-Fold T-0" 0 Her W.I.Closet/ Aluminum 2'-0"x 4'-0" �„ T-0"Head Height,Tempered Glass(2)units in 216 Closet Solid MDF Raised Panel Pair 7-0 14" Paint 1 Bi-Fold Hardware,Latch,Pulls U.N. 211 Master Bathroom Double Hung Sierra Pacific Clad C-H3DH-24x48 Paint 3 8 SDL Master Bathroom 212 Attic Casement Sierra Pacific Aluminum C-H3CS-24x24 2'-0"x 2'-0" Paint 1 Z„ 3'-fill Head Height 217 Shared Bathroom Solid MDF Raised Panel 2'-4" 7'-0" 14" Paint 2 Hinge,Privacy ID Clad 8 SDL from Attic Floor,Tempered Glass a y Q 213 Master Bathroom Casement Sierra Pacific AI Clad m C-H3CS-36x66 S-0"x 5'-6" Paint 2 8 SDL T-6"Head Height,Tempered Glass 218 Shared Bathroom Solid MDF Pocket Door 2'4' T-O" 1 Paint 1 Pocket Door Hardware,Privacy " Lo 214 Master Bathroom Casement Sierra Pacific Clad Aluminum C-H3CS-24x24 2'-0"x 2'-0" Paint 1 8„ W SDL 11'-0"Head Height from 2nd Floor U) Aluminum 215 Bedroom#2 Double Hung Sierra Pacific Clad C-H3DH-34x72 2 10 x 61-011 Paint 3 8"SDL T-0"Head Height,Egress Units,Tempered Glass NOTE: 216 Shared Bathroom Double Hung Sierra Pacific Clad Aluminum C-H3DH-26x72 2'-2"x 6'-0" Paint 2 8"SDL T-0"Head Height,Tempered Glass 217 Aluminum 2'-10"x 6'-0" " FRENCH DOORS TO BE SIERRA PACIFIC WHITE ALUMINUM CLAD, LOW E, ARGON FILLED GLASS, TEMPERED,8" SIMULATED DIVIDED LITE WITH SPACER Bedroom#3 Double Hun g Sierra Pacific C-H3DH-34x72 Paint 3 z Clad 8 SDL T-0"Head Height,Egress Units,Tempered Glass BARS- REFER TO DRAWINGS FOR MUNTIN PATTERN. PROVIDE ALL SCREENS. 218 Bedroom#3 Double Hung Sierra Pacific Clad Aluminum C-H3DH-24x72 2'-0"x 6'-0" Paint 2 8"SDL T-0"Head Height,Tempered Glass 219 Attic Casement Sierra Pacific Aluminum m C-H3CS-24x24 2'-0"x 2'-0" Paint 1 8"SDL 5'-8"Head Height from Attic Floor INTERIOR DOORS TO BE FACTORY PRIMED. HARDWARE AS SELECTED. PROVIDE AND INSTALL ALL REQUIRED DOORS, HINGES, CATCHES, STOPS AND OWNER PROVIDED LOCKSET. CONTRACTOR SHALL VERIFY ALL SIZES AND REVIEW ALL INTERIOR AND EXTERIOR DOOR SWINGS WITH THE OWNER PRIOR TO ORDERING NOTES: PROVIDE EXTENSIONS JAMBS AS FIELD CONDITIONS DICTATE. PROVIDE THE ARCHITECT WITH A COMPLETE SET OF SHOP DRAWINGS FOR APPROVAL WINDOWS TO BE SIERRA PACIFIC WHITE ALUMINUM CLAD, LOW E, ARGON FILLED GLASS-TEMPERED WHERE INDICATED ON THE SCHEDULE OR AS CODE PRIOR TO PLACING WINDOW AND DOOR ORDER. ANY WINDOWS OR DOORS ORDERED WITHOUT APPROVAL FROM THE ARCHITECT WILL BE THE DICTATES.8" SIMULATED DIVIDED LITE WITH SPACER BARS. INTERIOR TO BE FACTORY PRIMED. HARDWARE AS SELECTED, PROVIDE ALL SCREENS. REFER RESPONSIBILITY OF THE CONTRACTOR. PROVIDE HARDWARE AS SELECTED. PROVIDED SCREENS ON ALL WINDOWS AND DOORS, EXCEPT FIXED UNITS. TO ELEVATIONS FOR MUNTIN PATTERN. Drawing Title: PROVIDE EXTENSIONS JAMBS AS FIELD CONDITIONS DICTATE. PROVIDE THE ARCHITECT WITH A COMPLETE SET OF SHOP DRAWINGS FOR APPROVAL PRIOR TO PLACING WINDOW AND DOOR ORDER. ANY WINDOWS OR DOORS ORDERED WITHOUT APPROVAL FROM THE ARCHITECT WILL BE THE WINDOW AND DOOR RESPONSIBILITY OF THE CONTRACTOR. PROVIDE HARDWARE AS SELECTED. PROVIDED SCREEN ON ALL WINDOWS AND DOORS, EXCEPT FIXED UNITS. PROVIDE WINDOW FALL PROTECTION AT THAT ALL WINDOW OPENINGS LOCATED LESS THAN 24"ABOVE THE FINISHED FLOOR AND GREATER THAN 72" SCHEDULES ABOVE FINISHED GRADE (OR OTHER SURFACE BELOW THE EXTERIOR OF THE BUILDING)AND SHALL COMPLY WITH ASTM F 2090. PLEASE NOTE THAT ALL WINDOWS AND FRENCH DOORS NEED TO COMPLY WITH THE FOLLOWING: U VALUE OF 0.30 OR LESS, SOLAR HEAT GAIN COEFFICIENT OF 0.30 OR LESS, AND 3 AIR CHANGES PER HOUR OR LESS. PROVIDE 2" PLYWOOD PANELS FOR ALL EXTERIOR OPENINGS TO BE STORED ON SITE. LABEL ALL PANELS & PRE-DRILL&PROVIDE FASTENING HARDWARE Scale: WITH EACH PRE-CUT PANEL- PER N.Y.S. CODE AS NOTED Date: MAY 312023 Drawing Number: i Ronald Zakar ELECTRICAL SYMBOL SCHEDULE RZ architecture & design -d- OWNER PROVIDED WALL SCONCE DUPLEX RECEPTACLE 111 South Street (TYPICALLY CENTERED IN BASEBOARD) Suite 16 TWO GANG DUPLEX RECEPTACLE Oyster Bay, NY 11771 •A 4"ROUND LED RECESSED LIGHTING (TYPICALLY CENTERED IN BASEBOARD) Tel. 516-922-5680 RonZakary@gmail.com •B 4"ROUND LED RECESSED LIGHTING(PROTECTED CLOSET LIGHT) DUPLEX RECEPTACLE GROUNDED OR GF1 WATERPROOF-42"A.F.F. Project Title: •c 4"ROUND LED RECESSED SHOWER LIGHT(PROTECTED) ® DUPLEX RECEPTACLE (FLOOR MOUNTED)COORDINATE LOCATION PROPOSED NEW DWELLING: OWNER PROVIDED CEILING LIGHT EXTERIOR DUPLEX RECEPTACLE BATTAGLIA RESIDENCE Tn EXT WATERPROOF-18"A.F.F. HOBART ROAD w + OWNER PROVIDED CHANDELIER/PENDANT- CABINET MOUNTED DUPLEX RECEPTACLE- o ,- SOUTHOLD,N.Y., 11971 TE PROVIDE REINFORCING AS REQUIRED c COORDINATE WITH CABINET MANUFACURER o c SECTION 64,BLOCK 03,LOT 03 -�••- INTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY OWNER, CABINET MOUNTED DUPLEX F COORDINATE HEIGHTS WITH ARCHITECT/OWNER o RECEPTACLE-18"A.F.F. + EXTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY � TYPICAL SWITCH-LED COMPATABLE Ronald Z a k a ry OWNER,COORDINATE HEIGHTS WITH ARCHITECT/OWNER 0 $ 3-WAY SWITCH-LED COMPATABLE `� OWNER PROVIDED CEILING FAN- 3 c..DARC Q 0 PROVIDE REINFORCING AS REQUIRED FAN SWITCH-WITH SEPERATE FAN/LIGHT CONTROLS VA.I QJ A LOW VOLTAGE UNDER CABINET LED LIGHTING- DIMMER SWITCH-LED COMPATABLE c COORDINATE WITH CABINET MANUFACTURER tp B LED INDOOR STRIP COVE LIGHTING �3 3-WAY DIMMER SWITCH-LED COMPATABLE .5►� �734 �© LED STEP LIGHTING OWNER SELECTED °A RECESSED DOOR ACTIVATED SWITCH EF FLUSH CEILING MOUNTED EXHAUST FAN 50 CFM MINIMUM- © SMART BUNDLE-(1)RG6,(3)CAT 6,1 FIBER OPTIC DUCT TO REAR SLOPE OF ROOF.PIPE TO MATCH ROOF COLOR A A Revisions GGARAGE DOOR OPENER WITH SAFTEY FEATURE AND LIGHT. 0 TELEPHONE JACK A No. Date Description © GAS WALL SCONCE/TORCH-OWNER PROVIDED,COORDINATE s LINE VOLTAGE SMOKE DETECTOR WITH BATTERY BACKUP 1 04-26-2023 Progress Set HEIGHT WITH ARCHITECT/OWNER 4 0 2 05-03-2023 100%CD's/File for Permit POWER STRIP UNDER CABINETS GFI PROTECTED LINE VOLTAGE CARBON MONOXIDE DETECTOR A O WITH BATTERY BACKUP A A D 4 A 0 3"FLUSH IN FLOOR LED LIGHT -Q THERMOSTAT @ 58"AFF A A EXT ® SURFACE MOUNTED 2A RAPID START 4 LAMP FIXTURE 0 ETHERNET CABLE-CAT 6 42"A F GFIIII A q A A i1 A A A 4 Q Q 71 ETTECTOR PER CODE.SECTION OF R314.2.3 OF THE NYSRC CC) D 0 GFIi 0 IM I M A E A M S FIB M `�`� 0 A A - ( M A A A EXT A A I I M EXT q A A q I I I 1 3 F3 EXT A CO RD.FLOOR OUTLET A A LOCATION W/OWNER -� 0 © A A 42��AF — EXT— — — — — C I I i E C D E D A E C C - I 1 13Q= - G G I EXT TO BSMT A A A I I I a " M A �V�?J =_--= - _---== A A A I B 00 q q M 3 3 I 3 3 EXT _ 7� EX D D I a I — — — — — — — — �, - - DN A A A GFI 3 A EF' FI A — — — — — — - — — — — — — - GFI - A A1 C 1 Doi A I I A A A - - - - - - - M i I q 0 I TO SIX ATTIC LIGHTS H 5 I GFI i 3 A 0 A A A A XA rPULL DOWN _ _ A A EF G G I (STAIR I - - - C o - - - — — — — — — — — — — — I 33 EXT A A A PROVIDE HEAT DETECTOR A q A PER CODE.SECTION _ _ EXT_ _ _ _ — J R314.2.3 OF THE NYSRC EXT oTO BSMT Drawing Title: QC I EXT EXT E TO 2nd F c � I 33 I v FIRST FLOOR WINE REFRIGERATOR �� M ELECTRICAL PLAN A A A EXT EXT D CV � o � Scale: AS NOTED Date: MAY 3, 2023 Drawing Number: FIRST FLOOR ELECTRICAL PLAN 1/4"=11.0" Awl 4 Ronald Zakar RZ architecture & design ELECTRICAL SYMBOL SCHEDULE 111 South Street Suite 16 .�- OWNER PROVIDED WALL SCONCE DUPLEX RECEPTACLE Oyster Bay, NY 11771 (TYPICALLY CENTERED IN BASEBOARD) Tel. 516-922-5680 RonZakary@gmail.com •A 4"ROUND LED RECESSED LIGHTING TWO GANG DUPLEX RECEPTACLE (TYPICALLY CENTERED IN BASEBOARD) • 4"ROUND LED RECESSED LIGHTING(PROTECTED CLOSET LIGHT) DUPLEX RECEPTACLE GROUNDED OR Project Title: B �Fi WATERPROOF-42"A.F.F. PROPOSED NEW DWELLING: •c 4"ROUND LED RECESSED SHOWER LIGHT(PROTECTED) ® DUPLEX RECEPTACLE BATTAGLIA RESIDENCE (FLOOR MOUNTED)COORDINATE LOCATION HOBART ROAD SOUTIIOLD,N.Y.,11971 EXTERIOR DUPLEX RECEPTACLE OWNER PROVIDED CEILING LIGHT �xT WATERPROOF-18"A.F.F. SECTION 64,BLOCK 03,LOT 03 OWNER PROVIDED CHANDELIER/PENDANT- CABINET MOUNTED DUPLEX RECEPTACLE- TE PROVIDE REINFORCING AS REQUIRED c COORDINATE WITH CABINET MANUFACURER j .--�-� INTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY OWNER, � CABINET MOUNTED DUPLEX � F COORDINATE HEIGHTS WITH ARCHITECT/OWNER D RECEPTACLE-18"A.F.F. Ronald Za ka ry EXTERIOR SURFACE MOUNTED FIXTURE-PROVIDED BY $ TYPICAL SWITCH-LED COMPATABLE OWNER,COORDINATE HEIGHTS WITH ARCHITECT/OWNER v 4 $ 3-WAY SWITCH-LED COMPATABLE 3 OWNER PROVIDED CEILING FAN- PROVIDE REINFORCING AS REQUIRED l L �! ��_ FAN SWITCH-WITH SEPERATE FAN/LIGHT CONTROLS _A LOW VOLTAGE UNDER CABINET LED LIGHTING [� DIMMER SWITCH-LED COMPATABLE >� `�-C: z > COORDINATE WITH CABINET MANUFACTURER �"qjr Q s LED INDOOR STRIP COVE LIGHTING 3-WAY DIMMER SWITCH_LED COMPATABLE 3 LED STEP LIGHTING FDA RECESSED DOOR ACTIVATED SWITCH 2 OWNER SELECTED �T �r � �- � I A-10 FLUSH CEILING MOUNTED EXHAUST FAN 50 CFM MINIMUM- — Revisions EF DUCT TO REAR SLOPE OF ROOF.PIPE TO MATCH ROOF COLOR © SMART BUNDLE-(1)RG6,(3)CAT 6,1 FIBER OPTIC I I I No. Date Description MG GARAGE DOOR OPENER WITH SAFTEY FEATURE AND LIGHT. Q TELEPHONE JACK 1 04-26-2023 Progress Set ri© GAS WALL SCONCEITORCH-OWNER PROVIDED,COORDINATE i ❑ ❑ I 2 05-03-2023 100%CD'sl File for Permit HEIGHT WITH ARCHITECT/OWNER Os LINE VOLTAGE SMOKE DETECTOR WITH BATTERY BACKUP — — — — — — — — — — — O POWER STRIP UNDER CABINETS GFI PROTECTED © LINE VOLTAGE CARBON MONOXIDE DETECTOR r WITH BATTERY BACKUP I A A I EXT ' O 3"FLUSH IN FLOOR_ED LIGHT --�r THERMOSTAT @ 58"AFF I GFI GFI XT C. q SURFACE MOUNTED 2x4 RAPID START 4 LAMP FIXTURE ETHERNET CABLE-CAT 6 I — 1 42"AFF I C I A A Q HEAT DETECTOR PER CODE.SECTION OF R314.2.3 OF THE NYSRC C I I I I I M I A A A A I I I I A - - - - - - - A I— I I I I 142"AFF -- \ E cc I s I � I I A A I I I I FI I GF I A r A A B I I I A I A I M I I � 3 I I I A A GFI GFI — — — — — — — — — — — - - IG I � O gl it l. A A �i B I — — — — — — O D I D Li I A G1I I A I B B D I I I I I I - - - - - - - - - - I TO 1stFLO I A A F B I B B I A C C A q!' EF - - - - - - - - - - - - - - - - - - - - Cl)Q - ❑ n ° Li II 3 3II 0 © ' A I A I A I I A A O A A A I I B — - -B - - - - 8 - -� - - - - - - 1 I � © I I I I - - - - - A A A A A A B D PULL DOWN I I - - 8 - - -- - -- - - v — B — B - - B - -� STAIR I I I B B z M iluu GE I I DA - - - - - - - - - - - I I I I - - - - -- - - - - - - — � C A A TO lst,FLOOR l i I4kA A i \\ // Drawing Title: 42"AFF _ I D I C A( EF E I - I SECOND FLOOR FA ELECTRICAL PLAN I A A A �A / \ / \ GFI Scale: AS NOTED I � I L�'-JJ LL-JJ ® Date: MAY 3, 2023 Drawing Number: FLOOR ELECTRICAL PLAN (-1-N,SEC0ND 114": -0" in I FLOOR GRILLE Energy Notes. Ronald Zakar FLOOR DUCT BOOT CONTINUOUS BEAD OF SEALANT 1. All construction shall comply with the New York State 2020 Energy Conservation Construction Code. The authority RZ architecture & design SJBFLOOR having jurisdiction shall be permitted to determine an energy efficiency program to exceed efficiency required by this code. 111 South Street Suite 16 INSULATED FLEXIBLE 2. A permanent certificate shall be completed by the builder and posted on a wall in the space where the furnace is Oyster Bay, NY 11771 DUCT located. Certificate shall comply with IRCN1101.14. Tel. 516-922-5680 TIE AT INNER LINER 3. Attic or crawl space access shall be weather stripped and insulated to a level equivalent to the insulation on the Ronzakary@gmail.com MASTIC AT INNER LINER surrounding surfaces. TIE AT OUTER LINER 4. Installation—the components of the building thermal envelope shall be installed in accordance with the criteria Project Title: listed in table 402.4.1.1 Where required by code official, an approved third party shall inspect all components and verify compliance. PROPOSED NEW DWELLING: i 5. Testing—Building or dwelling unit shall be tested and verified having less than or equal to 3 ACH50 in CZ4A, BATTAGLIA RESIDENCE AIR SEALING" DETAIL AT DUCT BOOT INSTALL 1" RIGID INSULATION CUT T / 5,6A.testing shall be conducted by an approved third party. xoBART ROAD SOUTIIOLD,N.Y.,11971 FIT BETWEEN THE RAFTERS. FOAM / 6. Ducts—Supply and return ducts in attics shall be insulated to a minimum of R-8 @ 3"or greater in diameter and SECTION 64,BLOCK 03,LOT 03 A NTS SEAL BOTH SIDES ALONG RAFTER / IR B LE R-6 @ ducts less than 3" in diameter. WITH EXPANDING FOAM SEALANT / 6a. Duct Sealing—Ducts, air handlers and filter boxes shall be sealed. 7. Duct testing—Ducts shall be pressure tested to determine air leakage by an approved third party. INSTALL 1" RIGID INSULATIO / 8. Building cavities shall not be used as ducts or plenums. Ronald Za ka ry VERTICALLY CONNECT INSULATING 9. Mechanical system piping insulation carrying fluids > 105 F degrees or< 55 F degrees shall be insulated with R-3 SHEATHING TO RIGID INSULATION OPEN CELL R-30 minimum. WOOD FRAME FLOOR BAFFLE. FOAM SEAL BOTH JOINTS. 10. Mechanical ventilation—Shall meet the requirements of the IRC/IMC. ASSEMBLY / SPRAY INSULATION q CONTINUOUS BEAD OF 1 ,�.�D Af��, SEALANT / 11. Equipment sizing—Per ACCA Manual S, based on loads calculated per ACCA Manual J as provided by a third l j\K R2 party HERS Rater. 4� © mow 12. Lighting A °° ' '` , 7 WOOD FRAME SOFFIT g g— minimum of 75/ of permanently installed fixtures must have high-efficacy lamps � ,,.,.�.,,,;.�.� ASSEMBLY / CONTINUOUS BEAD 13. All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy efficiency, International 'r PROVIDE INTERIOR SHEATHING OF SEALANT mechanical code, International energy conservation code. It shall be the responsibility of the General contractor �, Q 73� ,�O AT EXTERIOR WALL PRIOR 1 2" RIGID INSULATION to submit in detail the design, calculations drawings, written statements of the mechanical g air conditioning, ,F F NEB TO SOFFIT ASSEMBLY ventilation, heating systems new, existing or upgraded) stamped b a professional engineer if required b the ------- EXTERIOR INSULATED WALL g Y ( 9 P9 ) P Y P 9� q � Y CONTINUOUS BEAD Owner or Building Dept. OF SEALANT 14. Additions, alterations or renovation: shall comply with IECC 2015 Unaltered portions of the existing building is not required to comply with this code. Revisions AIR SEALING DETAIL AT ROOF RAFTERS 15. Minimum one programmable thermostat shall be provided for each separate heating and cooling system in No. Date Description AIR S EAL I N G DETAIL AT BUILT-OUT T SOFFIT F accordance with section N 1103 Control Systems. B 2NTS 16. All exterior wall/floor/ceiling joists shall be air sealed and insulated in accordance with Table R402.4.1.1.Apply a 1 04-26-2023 Progress Set NTS fresh bead of caulk to the top and bottom plate immediately prior to installing interior gypsum wall board. 2 05-03-2023 100%CD's/File for Permit ELECTRICAL WIRE ATTIC INSULATION ATTIC FLOOR FRAMING TOP PLATE RIGID INSULATION R-13 COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE EXPANDING FOAM SEALANT INSTALL 1" RIGID INSULATION CUT T SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED FIT BETWEEN THE RAFTERS. FOAM / WALL STUD SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT / VENTED AIRSPACE x INSTALL 1" RIGID INSULATIO / n —7 VERTICALLY CONNECT INSULATING / ` � FEN CELL R-30 SPRAY SHEATHING TO RIGID INSULATION INSULATION +AIR BAFFLES MECHANICAL LATCH TO PRESSURE AIR SEALING DETAIL AT TOP PLATE ELECTRICAL PENETRATION BAFFLE. FOAM SEAL BOTH JOINTS. SEAL AT WEATHERSTRIPPING C ° NTS EILING GYPSUM BOARD O I AS AIR BARRIER 0 MANUFACTURED PULL DOWN STAIR ONTINUOUS BEAD OF A SEALANT ONTINUOUS BEAD OF O PLUMBING PIPE SEALANT ° 0 TOP PLATE ONTINUOUS MINIMAL EXPANDING FOAM AT EXPANDING FOAM WINDOW PERIMETER AIR SEALING DETAIL AT ATTIC PULL-DOWN STAIR SEALANT H NTS WALL STUD ROVIDE BLOCKING AT WINDOW UNIT AS AIR STUD CAVITY AT SHOWER AT EXTERIOR WALL AIR SEALING DETAIL AT TOP PLATE PLUMBING PENETRATION BARRIER ONTINUOUS BEAD OF PER CODE R-402. D SEALANT 4.1.2 THE DWELLING NTS ONTINUOUS MINIMAL EXPANDING SHOULD BE TESTED AND VERIFIED AS FOAM AT WINDOW PERIMETER HAVING AN AIR LEAKAGE RATE NOT EXCEEDING THREE AIR CHANGES PER HOUR. CONTINUOUS FILLET BEAD ONTINUOUS BEAD OF OF URETHANE SEALANT FREE DRAINING BACKFILL SEALANT TILE SURROUND FINISH PER CODE R-403.1.1 THERMOSTATS BTw2 xPs BOND BREAK „ EMENT BACKERBOARD AND FOUNDATION WALL °11 — KEYWAY LOSED CELL SPRAY(R-21) CONTROLLING THE PRIMARY HEATING OR 11 > LIQUID-APPLIED COOLING SYSTEM OF THE DWELLING UNIT Drawing Title: Ib _ CAPILLARY BREAK ONTINUOUS BEAD OF NSULATED EXTERIOR SHALL BE CAPABLE OF CONTROLLING THE a — (MUST DRY TACK FREE) ADHESIVE STUD WALL HEATING AND COOLING SYSTEM ON A DAILY Y"XPS BOND BREAK FILTER FABRIC PLACED ONTINUOUS BEAD OF THIN PROFILE WALL SHEATHING II _ UNDER PERIMETER SCHEDULE TO MAINTAIN DIFFERENT. DRAIN AND WRAPPED SEALANT TEMPERATURE SET POINTS AT DIFFERENT AIR SEALING DETAILS CONCRETE SLAB —� a AROUND GRAVEL TIMES OF THE DAY. VAPOR BARRIER �I _ — COARSE GRAVEL (NO FINES) r. ,. PER CODE 4-303.3 INSULATION FOR SUPPLY 4"GRAVEL PAD(NO FINES) ° — _ CONTINUOUS CONCRETE FOOTING DUCTS IN ATTICS NEED TO BE A MINIMUM OF ° — — FILTER FABRIC 4 PERFORATED MANUF. SHOWER R-8. ALL OTHER DUCTS OUTSIDE THE UNDISTURBED NATIVE — — — a— �— — — — PERIMETER DRAIN AN THERMAL ENVELOPE TO BE A MINIMUM OF SOIL OR ENGINEERED — ° ° _ 4"PVC PIPE THROUGH XPANDING FOAM FILL AS DETERMINED BY -- BOTTOM OF FOOTING ONTINUOUS BEAD OF CONNECTING INTERIOR AND AIR HANDLER, FILTER BOXES R-6. SEALING IS MANDATORY FOR DUCTS, — _ SOIL CONDITIONS _—III III III III III III III III III III III SEALANT ECT. JOINTS Scale: AS NOTED EXTERIOR GRAVEL BEDS WOOD FRAME FLOOR AND SEAMS SHALL COMPLY WITH SECTION ASSEMBLY M-1601.4.4. AND DUCT TIGHTNESS TESTING Date: MAY 3, 2023 REQUIREMENTS TO CONSTRUCTION DOCUMENTS INDICATING Drawing Number: AIR SEALINC3 DETAIL AT FOOTINGS AIR SEALING DETAIL AT TYPICAL EXTERIOR WALL AIR SEALING DETAIL AT SHOWER POST-CONSTRUCTION TEST OR ROUGH-IN E NTS NTS NTS TESTING. ®� i Ronald Zakar MAIN GIRDER-SEE PLANS HURRICANE ANCHORS MANUFACTURED BY 3'-0"MIN. LIGHT WEIGHT HINGED METAL GRATE RZ architecture & design SIMPSON STRONG—TIE CONNECTORS MODEL No. H2.5A FINISHED PER 2015 IRC SECTION R-310.4 OR APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN 111 South Street 2"BLUE STONE CAP-NOTCH AFTERS DO NOT ALIGN WITH STUDS � FIRST FLOOR METAL GRATE Suite 16 NOTE: REFER TO PLANS F01�SIZES Oyster Bay, NY 11771 GRADE Tel. 516-922-5680 OF: FLOOR JOISTS, GIRDER MIN. 6'X 10"X 2"TOP PLATE SIMPSON STRONG—TIE CONNECTOR RonZakary@gmaii.com UNLESS NOTED OTHERWISE. DL. #H7Z TO BE USED WHEN PROVIDE STUCCO VENEER ON 3 AND HEADERS. ( RAFTER ALIGNS WITH STUD --� z EXPOSED SURFACES AT EGRESS '° Project Title: " USEMINIMUM OF SIDE WITH Ad ' WELL 4 BOLTS(q")TYP. — 4 DIA.X.337 THICKNESS STEEL TOTAL OF FOUR INTO RAFTER 1 TYPICAL WATER PROOFING LALLY COLUMN W/FACTORY TYPICAL BASEMENT EGRESS WELL- PROPOSED NEW DWELLING: PRIMER ON ALL ; o ° ;�• ROOF RAFTERS I ��DOUBLE TOP PLATE 4� — _ _ 12"REINFORCED CONCRETE WALLS BATTAGLIA RESIDENCE • I SURFACES.(UNLESS NOTED @ OPENING S z W/#4 @ 12"O.C.EACH WAY HOBART ROAD � SOUTIIOLD,N.Y.,11971 OTHER I o MIN. 10"X10"X 4 I I TUD PLATE TIES MANUFACTURED BY SIMPSON U BASE PLATE 4"SLAB W/6"X 6" 10/10 WWF ON 6 I STRONG—TIE CONNECTORS MODEL No. RSP4 w SECTION 64,BLOCK 03,LOT 03 UNLESS NOTED MIL VAPOR BARRIER& 12"WELL �� / OR APPROVED EQUIVALENT AT EVERY STUD SEE WINDO � WELL AREA MIN.9SF PER R310.2(MIN) �I TO PLATE CONNECTION WHEN RAFTERS DO NOT J ROUGH OPENINGS DRAINING 95%COMPACTED FILL. ` SCHEDULE FOR ALIGN WITH sTvo OTHERWISE. % m TOP EDGE 0 PERMANENTLY INSTALLED w STEEL LADDER Ronald Za ka r WINDOW ° 6"DRAIN WITH COVER y STUDS O 16" O.C. w REFER TO FOOTING MIN. 15" ° CONNECT DRAIN TO DRYWELL ° MAX 4"CLEARANC e a — SEE PLANS TWO Sd NAILS MIN 12"GRAVEL-TOP=6" . s SCHEDULE ON A-2 _ I dINTO PLATE y - .° --� VV 0"'WINDOWS 611 1 - 3" INIGHT 8d TO STUDSAILS , o 0 0 o B #5 DOWELS @ 12"OC ��yr . UNDISTURBED SOIL�� BASMENT V 11. TO DRYWELL z �� 0 0 TYPICAL STEEL COLUMN DETAIL ROOF RAFTER STRAPPING DETAIL 12"X 24"FOOTING � A — • - _ _ NTS NTS C� 3#5 2#5 ABLE END STUD 14" PERIMETER DRAIN TILE MAX 1 . 1'6" V-6" 1'-6" _ 3�� r'r TYP. STRAP TIES MANUFACTURED BY SIMPSON 311 STRONG—TIE CONNECTORS MODEL No. ST18 NOTE:MAX TREAD&RISER DIFFERENCE 8 o° OR APPROVED EQUIVALENT TO EXTEND MIN. MIN MIN (2)2X(REFER TO PLAN)W/ I„ o ,2" UP STUD TYPICAL EGRESS WINDOW WELL DETAIL Revisions STEEL PLATE*SHALLOWER THAN 2X)BOLTED @ 18"O.C. 2X BRACING oo � I PROVIDE 2 BOLTS @ EACH END NTS No. Date Description �` — — 0. 1 04-26-2023 Progress Set 3 4"FOR 2X8'S I TYP J"BOLT 51"FOR 2X10'S 0 a ° 2 05-03-2023 100%CD'sl File for Permit �° 7 4"FOR 2X12'S ° 0 ° a NOTE: HANDRAIL SHALL BE S e'CDX PLY WOOD SHEATHING SECTION ELEVATION CEILING JOIST 016" O.C. .�, ° GABLE WALL END CONNECTOR _ — — PROVIDED ON AT LEAST ONE SIDE SIMPSON-H7 HURRICANE TIE AT PER NOTE BELOW EXCEPT Jo MANUFACTURED BY 51MPSON 16"O.C.6-8tl TO RAFTER,3-Bd I o / STRONG—TIE CONNECTORS OF EACH STAIRWAY W/TWO OR WITHIN 4'OF EAVE&4'OF o 01 0 ° MODEL No. LTP4 APPROVED AX TO PLATE,3-8d TO STUD. RIDGE ALL NAILS=6"O.C. EQUIVALENT INSTALLED AS — — MORE RISERS ° MANUFACTURERS SPECIFICATIONS TYPICAL FLITCH PLATE DETAIL o _ PROVIDE(3)8d TOE � B O NAILS EACH.ROOF NTS -----HANDRAIL MUST BE RETURNED RAFTERS TO TOP PLATE HURRICANE CLIPS GABLE WALL END CONNECTOR �- �� I ON H3. MANUFACTURED BY SIMPSON O STRONG—TIE CONNECTORS MIN CLEARANCE MODEL No. A35 APPROVED 5/8"CDX PLYWOOD SHEATHING EQUIVALENT INSTALLED AS GABLE WALL END CONNECTOR MANUFACTURERS SPECIFICATIONS MANUFACTURED BY SIMPSON WITH 8d NAILS AT 6"O.C.AT PANEL STRONG—TIE CONNECTORS 2X WALL STUDS TYPICAL STAIR AND GUARDRAIL DETAIL EDGES AND I2"O.C.INFIELD. USE SIMPSON Z—MAX OR HDG CONNECTORS 2X WALL PLATES MODEL No. LSTA18 APPROVED 14" TO INCREASE CORROSION RESISTANCE EQUIVALENT INSTALLED AS FOR ALL HARDWARE IN CONNECTION MANUFACTURERS SPECIFICATIONS TO EXTEND NTS SECOND- W ACQ LUMBER. MIN. 12" DOWN STUD AND 12 ACROSS JOIST FLOOR 4"X 20 GAUGE UPLIFT WALL STUDS ® 16" O.C. 1 STRAPS AT 16'O.C.WITH GABLE END STRAPPING DETAIL 6-8d NAILS EACH END. F CONNECTION OF MULTIPLE SIMPSON 14" NOTE: NTS REFER TO PLANS FOR PIECES OF TOP-LOADED BEAMS EXT.CORNERSEEDETAIL0 ALL FRAMING MEMBER (SIMPSON NO.HD5A) SIZES AND SPACING. 3/4" Width Pieces: 6-8d NAILS.1 BOTTOM PLATI'- WHEN NOT ALIGNED VA714 RAFTER, RIM JOIST SEE ROOF STRAPPING DETAIL 11.X 20 GAUGE UPLIFT CONNECT KING STUDS 70 TOP PLATE. a Minimum of 2 rows 16d (3Y2") nails at 12" O.C. STRAPS BENT BELOW SILL _ FIRST FLOOR WRAP 1Y" GALS. 20 GA. COIL STRAP PLATE AT 16"O.C.. q VR TOP OF TOP PLATE do NAIL a Minimum of 3 rows 16d (3y") nails at 12" o.c. ROOF FRAMING n for 14" and deeper beams 6-8d NAILS. o Nailed connections require an additional row of NOTE: CRIPPLE _ NOTE: �s STUDS DOUBLE OP PLATE nails when nail size is smaller than specified AT RAKE OVERHANGS THREADED ANCHOR SUB FLOOR ALL STRAPPING TO BE �� " PROVIDE OUTLOOKERS AT ��18"LONG5/8"ROUND BOLTS AT 32"O.C. FLOOR JOIST INSTALLED AS PER MANUFACTURES above (minimum 0.131 X 3.25 ) 16"O.C.STRAPTOENDWALL SPECIFICATIONS AND NYS CODESUPPORT 404 SILL PLATE 3/2" Width Pieces: WITH APPROVE .UPLIFT. TERMITE SHIELD 16 Ga. STRAP TIES MANUFACTURED : EADER WITH APPROVED TEP E BY SIMPSON STRONG—TIE CONNECTORS „ CONNECTION. FOUNDATION WALL ODEL No. CS16 OR APPROVED EQUIVALENT. o Minimum of 2 rows Y bolts at STRAP TO HAVE MIN. 12" BEARING ON THE STUD " AND WRAP UNDER SILL PLATE AT FOUNDATION. JACK24 o.c. staggered STUD 3"0"x)i* STL. BEARING PLATE MANUFACTURED FULL INGTH TYPICAL HOLDDOWN STRAPPING DETAIL ;.a. BY SIMPSON STRONG—TIE CONNECTORS MODEL No. w STUDS e LBPS1i OR APPROVED EQUIVALENT FRAMED OPENING FOR NEW WINDOW OR EXTERIOR DOOR Additional nailing or bolting may be NTS TYPICAL %"x12" HOOKED ANCHOR BOLT — ® 3'-0 O.C. — W/ 7" MIN. EMBEDMENT INTO CONCRETE required with side-loaded multiple member — WITHIN 6-12' OF EACH END OF PLATE beams . Refer to current product literature. FOUNDATION TO WALL STRAPPING DETAIL -�— _ �_ =11 NOTE: C UPLIFT CONNECTION IS REQUIRED NO UPLIFT CTORS AT EACH END OF THE HEADER AND AT NTS REQUIRED I AREA TTOO�COONNNECTORS AT WALL SITNUD�S RAND Drawing Title: AT TOP AND BOTTOM OF CRIPPLES. N� �3 1i" MIN. EDGE -4is ca. STRAP_ ACTURED DIFFERENCE BY SIMPSON STRONG-TITIEFCONNECTORS USE SIMPSON Z-MAX OR HDG CONNECTORS FRAMING DETAILS MODEL No.CSIS OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE STRAP TO HAVE MIN, 12"BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION AND WRAP UNDER SILL PLATE AT FOUNDATION. W ACO LUMBER. 5/8"0x12" STEEL- ANCHOR =i :. WALL OPENING UPLIFT STRAPPING DETAIL BOLTS AT 3'-0" O.C. MAX. _. n MIN EMBEDMENT OF 7" V NTS SEE PLAN Scale: AS NOTED a Date: MAY 3, 2023 a A t. Drawing Number: I • FOUNDATION ANCHOR DETAIL Awl 7 D NTS TALE R602.3 ) TABLE R602.3(1) FASTEN NG SCHEDULE CONTINUED TABLE R602.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS 9 Ronald Zakary FASTENING SCHEDULE NUMBER AND TYPE SPACING OF FASTENERS BEARING WALLS NON-BEARING WALLS ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER °'b'c INTERMEDIATE NUMBER AND TYPE SUPPORTS RZ architecture & design ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER d'b'c SPACING AND LOCATION (INCHES c,e ROOF (INCHES) MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN LATERALLY LATERALLY WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD WALL SHEATHING TO STUD SIZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, PLUS SUPPORTING TWO FLOORS, MAXIMUM SPACING WHEN UNSUPPORTED UNSUPPORTED 4-8d Box (2 J7x0.113") OR FRAMING [SEE TABLE R602.3(3) FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] UNSUPPORTED STUD ROOF-CEILING ASSEMBLY ROOF-CEILING ASSEMBLY 0 PLUS A ROOF-CEILING SUPPORTING TWO SUPPORTING 111 South Street 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-8d COMMON (2 Ys"xo.131'); OR TOE NAIL 6d COMMON (2"xo.113") NAIL (SUBFLOOR, WALL) f (INCHES) HEIGHT ° (FEET) OR A HABITABLE ATTIC A HABITABLE ATTIC ASSEMBLYASSEMBLY OR A HABITABLE ONE FLOOR HEIGHT ° (INCHES) STUD HEIGHT STUD HEIGHT Suite 16 TO TOP PLATE 3-10d Box (2 Yl-XO.128"); OR 30 " - J¢" Bd COMMON (2 VXO.131")NAIL (ROOF) 6 12 ASSEMBLY, ONLY (INCHES) (INCHES) ATTIC ASSEMBLY (INCHES) ° (FEET) ° (FEET) 3-3'XO.131" NAILS Oyster Bay, NY 11771 4-8d BOX (2 rXO.113") OR 31 � ' - 1" Bd COMMON NAIL (2 )rXo.131-) 6 12f Tel. 516-922-5680 3-8d COMMON (2 X'XO.131-); OR PER JOIST, TOE NAIL RonZakary@gmail.com 10d COMMON (3"X0.148") NAIL; OR 2 CEILING JOISTS TO TOP PLATE 6 12 3-10d BOX (2 J¢'X0.128'); OR 32 1 16 - 1 X. (2 X-XO.131") DEFORMED NAIL 3-3'XO.131 NAILS OTHER WALL SHEATHING CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-10d BOX (3"XO.113") OR s - HEAD 3 LAPS OVER PARTITIONS [see Sections R802.3.1 R802.3.2 3-16d COMMON (3 )rXO.162"); OR 33 Xe STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER, OR 1- CROWN STAPLE 16 go.. 3 6 Project Title: 1 and Table R802.5.1 (9)] 4-3"XO.131" NAILS and NAIL SHEATHING - 34 2W STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER, OR 1' CROWN STAPLE 16 ga., 3 6 SHEATHINGPROPOSED NEW DWELLING: CEILING JOIST ATTACHED TO PARALLEL RAFTER TABLE R802.5.1(9) 4 (HEEL JOINT), 1 GALVANIZED ROOFING NAIL; STAPLE -- [see Sections R802.3.1 , R8023.2 and Table R802.5.1 (9)] FACE NAIL 35 )r GYPSUM SHEATHING d GALVANIZED, 1 X�' LONG; 1 A4 SCREWS, 7 7 2X4 10 24° 16c ATTAGLIA RESIDENCE 24 10 16 IN OR S d 1 �' GALVANIZED ROOFING NAIL; STAPLE 2X6 10 24 1 24 1 16 24 20 24 HOBART ROAD 4-10d BOX (3"XO.128') OR 36 %' GYPSUM SHEATHING 7 7 SOUTHOLD,N.Y., 11971 COLLAR TIE TO RAFTER, FACE NAIL OR 1 Y4" X 20go. 3-10d COMMON (3 )rXO.148"); OR GALVANIZED, 1 W SCREWS, TYPE W ORS FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8mm 5 RIDGE STRAP TO RAFTER 4-3-xo.131" NAILS FACE NAIL EACH RAFTER WOOD STRUSTRUAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE SIDE OR SECTION 64,BLOCK 03,LOT 03 6d DEFORMED (2-XO.120-) NAIL; OR 37 34 AND LESS » s 12 BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED WHERE IN 3-16d BOX NAILS (3 J'XO.135") OR 2 TOE NAILS ON ONE SIDE Eld COMMON (2 )rXO.131 ) NAIL COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 3-10d COMMON NAILS (3-XO.148"); OR AND I TOE NAIL ON OPPOSITE Bd COMMON (2'X0.131") NAIL; OR b. SHALL NOT BE USED IN EXTERIOR WALLS E OF 4-3'Xo.131 NAILS g RAFTER OR ROOF TRUSS TO PLATE 4-1od Box" NAILS( 28'); OR TRUSS EACH RAFTER OR 38 ,�• _ 1• Bd DEFORMED (2 X-XO.120") NAIL s 12 c. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 10d COMMON (3"X0.148") NAIL; OR Ronald Za ka ry Y4 4-16d (3 I'XO.135") OR 39 1 )C - 1 " Bd DEFORMED (2 )¢-XO.120") NAIL 6 12 3-10d COMMON (3"Xo.148"); OR TOE NAIL TABLE R602.10.4- BRACING METHODS 4-10d BOX (3"XO.128"); OR FOR SI: 1 inch - 25.4 mm. 1 foot - 304.8 mm. 1 MILE PER HOUR - 0.447 m/s: 1 ksi - 6.895 MPa 7 ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR 4-3'XO.131" NAILS 35") OR CONNECTION CRITERIA R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN 3-16d BOX (3 �'X0.1 a. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING METHODS, MATERIAL MINIMUM 11HICKESS FIGURE ROOF RAFTERS TO MINIMUM 2- RIDGE: BEAM CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 KSI FOR SHANK DIAMETER OF 0.192 INCH (20d COMMON FASTENERS SPACING WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. GLAZED 2-16d COMMON (3 X"Xo.162'); OR TOE NAIL NAIL), 90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 KSI FOR SHANK DIAMETERS OF 0.142 OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE 'RC-.D ti 3-10d BOX (3"Xo.128"); OR INCH OR LESS. EXTERIOR SHEATHING PER LARGE MISSILE TEST OF ASTM E 1996 AND ASTM E 1886 AS MODIFIED IN SECTION G 3-3"XO.131" NAILS b. STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM 7/16-INCH ON DIAMETER CROWN WIDTH. TABLE R6023 3 s" EDGES 12" FIELD ,!V .,5-11 WALL c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. CS-WSP ( ) 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL ,(9`' p,6th< � d. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. 3 » MEET THE REQUIREMENTS OF AN IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. SEE ALA _� C t� �� 16d COMMON (3 "X0.162') 24" O.C. FACE NAIL CONTINUOUSLY SHEATHED �8 e. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE R602.3 (2). WOW STRUCTURAL PANEL INTERIOR SHEATHING PER TABLE BELOW) - 8 STUD TO STUD (NOT AT BRACED WAIL PANELS) 10d (3"XO.128"); OR f. WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE END 16' O.C. FACE NAIL WALL FRAMING SHALL BE SPACED 6 INCHES ON CENTER. WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR VARIES BY FASTENER r A 3-XO.131") NAILS N TABLE R602.3 (1) or R602.3 (2) EXCEPTION: 4' 4,? ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH DISTANCE FROM WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN 3r 6 INCH AND A SPAN 16d BOX (3 1�"X0.135"); OR RIDGES, EAVES AND GABLE END WALLS, AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. O c 12 O.C. FACE NAIL g. GYPSUM SHEATHING SHALL CONFORM TO ASTM C 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL j OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. PANELSR� 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3'Xo.131' NAILS F CORNERS (AT BRACED WALL PANELS) CONFORM TO ASTM C 208. W CS-G b,c SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE OPENING 0� 16d COMMON (3 )rXO.162-) 16" O.C. FACE NAIL h. SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND y CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING CONTINUOUSLY SHEATHED „ SEE METHOD CS-WSP SEE METHOD CS-WSP �/1` 73 16d COMMON (3 )rXOA62") 16" O.C. EACH EDGE FACE NAIL MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT Z WOOD STRUCTURAL PANEL "8 REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED WITH THE ATTACHMENT 10 BUILT-UP HEADER (2' TO 2" HEADED WITH X- SPACER) BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID ADJACENT TO GARAGE HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO RESIST THE COMPONET AND 16d BOX (3 )CXo.135") 12' O.C. EACH EDGE FACE NAIL BLOCKING. OPENINGS i WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE , PROVIDE TWO TOE NAILS ON ONE a CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE R301.2(2) OR ASCE 7, 5-8d BOX (2 Xi-XO.113-); OR SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE w WITH THE PERMANENT CORROSION-RESISTANT ATTACHMENT HARDWARE PROVIDED AND 11 CONTINUOUS HEADER To STUD 4-8d COMMON (2 )¢»xo.131'); OR TOE NAIL SIDE OF THE RATER SHALL NOT BE REQUIRED. N ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. ATTACHMENT IN ACCORDANCE WIITH 4-10d Box (3"XO.128" (n TABLE R301.2.1.2 IS PERMITTED FOR BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET 16d COMMON (3 Xi"Xo.162") 16" O.C. FACE NAIL TABLE R802 :3 CS-PF 7/6» SEE SECTION R60210.6.4 SEE SECTION R602.10.6.4 OR LESS WHERE THE ULTIMATE DESIGN WIND SPEED, IS 180 MPH OR LESS. ReVI510nS .11 RAFTER OR TRUSS UPLIFT CONNECTION FORCES 0 CONTINUOUSLY SHEATHED TOP PLATE TO TOP PLATE 10d Box (3"x0.128"); OR 12' O.C. FACE NAIL FROM WIND ASD POUNDS PER CONNECTION a.b.c.d.e.f.g.h Z PORTAL FRAME 12 3'x0.131") NAILS I= No. Date Description Z TABLE R301 .2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING 8-16d COMMON (3 I'XO.162"); OR EXPOSURE B o 1 - long x o.12 dia. SCHEDULE FOR WOOD STRUCTURAL PANELS 1 04-26-2023 Progress Set 12-16d BOX 3 Xt"XO.135"); OR ULTIMATE DESIGN WIND SPEED Vult (mph)DOUBLE TOP PLATE SPLICE FOR SDC a A-D TH SEISMIC ( P (for X' thick sheathing) 12-10d BOX 3"X0.128"); OR FACE NAIL ON EACH SIDE of �� 25 " FASTENER SPACING BRACED WALL LINE SPACING < 25' 12-3"XO.131" NAILS END JOINT (MINIMUM 24' LAP RAFTER OR ROOF SPAN 130 mph 140 mph d Y2 or 2 for 1 Y4 long X 0.12 dia. SPLICE LENGTH EACH SIDE OF TRUSS SPACING (FEET) p p CONTINUOUSLY SHEATHED maximum 16" (for 2" thick sheathing) 3" EDGES 6' FIELD FASTENER TYPE 4 FOOT 6 FOOT 2 05-03-2023 100%CD'S1FIIefOrPermlt 13 END JOINT) ROOF PITCH ROOF PITCH STRUCTURAL FIBERBOARD galvanized roofing nails or 8d common DOUBLE TOP PLATE SPLICE SDC's D ,0D ,TOR D z AND 12-16d (3 X�-x0.135-) stud spacing (2 X" long X 0.131' dia.) nuns PANEL SPAN < PANEL SPAN < PANEL SPAN BRACED WALL LINE SPACING Z 25' <5:12 Z5:12 <5:12 Z5:12 S4 FOOT S. 6 FOOT S. 8 FOOT 12 95 88 122 113 N0. 8 WOOD SCREW BASED 16d COMMON (3 )z"xo.ts2-) 16" O.C. FACE NAIL FOR SI: 1 INCH = 25.4 mm, 1 FOOT = 304.8mm, 1 degree = 0.0175 rad, 1 pound per square foot=47.8 N/m�, 1 mile per hour = 0.447 ANCHOR WITH 2 INCH 16 10 8 14 BOTTOM PLATE TO JOINT, RIM JOIST, BAND JOIST OR 16d BOX (3 X-Xo.135-); OR 24 149 137 192 178 BLOCKING (NOT AT BRACED WALL PANELS) 12' O.C. FACE NAIL m/s. O 1 2 EMBEDMENT LENGTH 3"xo.131") NAILS 12 O.C. 32 185 170 240 222 a. Adhesive attachment of wall sheathing including Method GB, shall not be permitted in Seismic Design Categories C, D . D and D . 3-16d BOX (3 )rXO.135-); OR 3 EACH 16" O.C. FACE NAIL 36 203 186 26444 b. Applies to panels next to garage door openirtg where supporting gable end wall or roof load only. Shall only be used on one wall of NO. 10 WOOD SCREW 15 BOTTOM PLATE TO JOINT, RIM JOIST, BAND JOIST OR 2-16d COMMON (3 )rXO.162"); OR 2 EACH 16' O.C. FACE NAIL 42 230 211 300 278 the garage. In Seismic Design Categories D . D . and D roof covering dead load shall not exceed 3 psf. BASED ANCHOR WITH 2 16 12 9 BLOCKING (AT BRACED WALL PANELS) 4-3"xo.131" NAILS 4 EACH 16" O.C. FACE NAIL 48 258 236 336 311 c. Garage openings adjacent to a Method CS-G panel shall be provided with a header in accordance with Table R602.5 (1). A full height INCH EMBEDMENT LENGTH 4-8d BOX 2 xo.113 ; OR 12 126 117 162 150 clear opening shall not be permitted to a Method CS-G panel. 0 1 2 3-16d BOX (3 )rXO.135"); OR 18 152 149 209 194 d. Method CS-SFB does not apply in Seismic Design Categories D , D , D . 0 2 Y4 INCH LAG SCREW BASED 4-8d COMMON (2 )¢"xo.131"); OR TOE NAIL 24 198 182 255 237 e. Method applies to detaches one and two-family dwellings in Seismic Design Categories D through D only. ANCHOR WITH 2 INCH 16 16 16 4-10d BOX (3"xo.128"): OR 16" O.C. 28 222 203 287 266 EMBEDMENT LENGTH 16 TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131 NAILS 32 36 246 226 351 295 TABLE R602.10.5 3-16d BOX O �(3 X* O.1 OR MINIMUM LENGTH OF BRACED WALL PANELS 2-16d COMMON (3 )4"X0.162'); OR END NAIL 6 2 3-10d BOX (3-xO.128"); OR 48 343 314 447 1 414 - a. THIS TABLE IS BASED ON 180 MPH ULTIMATE 3-3'XO.131" NAILS MINIMUM LENGTH 3-iod Box (3"xo.12B-); OR EXPOSURE C METHOD (INCHES) CONTRIBUTING GTH HEIGHT.DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF 2-16d COMMON O. X8-); 62'); OR ADJACENT CLEAR OPEN NG WALL HEIGHT 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 3-3'Xo.131' NAILS FACE NAIL ULTIMATE DESIGN WIND SPEED Vult (mph) HEIGHT g FEET 9 FEET 10 FEET 11 FEET 12 FEET (INCHES) b. FASTENERS SHALL BE INSTALLED AT OPPOSING RAFTER OR ROOF SPAN INCHES ENDS OF THE WOOD STRUCTURAL PANEL. 3-8d BOX 2 Xo.113 ; OR TRUSS SPACING (FEET) 130 mph 140 mph CS-WSP S 64 24 27 30 33 36 ACTUAL FASTENERS SHALL BE LOCATED NOT LESS THAN INCH 2-8d COMMON (2 Xs"XO.131"); OR ROOF PITCH ROOF PITCH 18 1" BRACE TO EACH STUD AND PLATE 2-10d BOX (3"XO.128"); OR FACE NAIL FROM THE EDGE OF THE PANEL. 2 STAPLES 1 Y4` <5:12 Z5:12 <5:12 z5:12 TABLE R507.2 C. ANCHORS SHALL PENETRATE THROUGH THE R 12 161 151 198 186 DECK LEDGER CONNECTION TO BAND JOIST a,b EXTERIOR WALL COVERING WITH AN EMBEDMENT 2-8d COMMON (2 X-XO.131'); OR 18 208 195 257 242 LENGTH OF NOT LESS THAN 2 INCHES INTO THE 19 1' X 6" SHEATHING TO EACH BEARING 2-10d BOX (3"xo.128"); OR FACE NAIL 24 256 239 317 298 (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF 2 STAPLES, 1"CROWN, 16ga.,1 % LONG 9 BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT 3-8d BOX 2 x0.113 -DR 12" O.C. 28 321 2 358 3 32 973 CONNECTION DETAILS JOIST SPAN LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE 3-8d COMMON (2 X-Xo.131"); OR 36 353 329 438 411 6' AND LESS 1 6' 1" TO 8' 8'1' TO 10' 1 10'1 TO 12' 1 12'1 TO 1,V 1 10" TO 16' 1169 TO 18 CONCRETE BLOCK OR CONCRETE. 3-10d BOX (3"XO.128'); OR ON-CENTER SPACING OF FASTENERS 3 STAPLES, 1"CROWN, 16ga.,1 Y4 LONGT61- INCH DIAMETER LAG SCREW c,d 42 d. PANELS ATTACHED TO MASONRY OR 20 1" X 8" AND WIDER SHEATHING TO EACH BEARING WIDER THAN 1" X 8" FACE NAIL 12 48 214 201 263 247 WITH INCH MAXIMUM SHEATHING 30 23 18 15 13 11 10 MASONRY/STUCCO SHALL BE ATTACHED USING 4-8d BOX (2 rXO.113'); OR 1 INCH DIAMETER BOLT WITH I INCH 36 36 34 29 24 21 19 VIBRATION-RESISTANT ANCHORS HAVING AN X2 3-8d COMMON (2 "XO.131"); OR 18 277 259 342 322 MAXIMUM SHEATHING d 3-10d BOX (3"xo.12a'); OR 24 340 318 422 396 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN - 3-10d INCH DIAMETER BOLT WITH 1-INCH 36 36 29 24 21 18 16 4 STAPLES, 1"CROWN, 16 a.,t Y'4' LONG 16" O.C. 28 384 358 476 446 MAXIMUM SHEATHING a 1,500 POUNDS. FLOOR 32 427 98 29 496 FOR 9: 1 inch - 25.4 mm, 1 foot -304.8 mm, 1 pound per square foot - 0.0479 kPa 4-8d BOX (2 }XO.113"); OR 36 1 469 438 583 547 a. Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contracting the house band Joist. 3-8d COMMON (2 )¢"XIDAV); OR 42 535 1 499 1 664 622 b. Snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER 21 JOIST TO SILL, TOP PLATE OR GIRDER 3-10d BOX (3"XO.128-); OR TOE NAIL 48 1 b99 I 5b9 I 74b 1 697. 11 c. The tip of the lag screw shall fully extend beyond the inside face of the band Joist. TABLE R301.7 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE 3-3"XO.131" NAILS d. Sheathing shall be wood structural panel or solid sawn lumber 8d BOX 2 X0.113 4 O.C. TOE NAIL e. Sheathing shall be permitted to be wood structural panel, gypsum board, fiberboard, lumber or foam sheathing. FOR Sk 1 INCH = 25.4 mm, 1 FOOT = 304.8mm, 1 MILE PER HOUR= 0.447 m/s, Up to 1/2-inch thickness of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable ALLOWABLE 74 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON (2 "X0.131'); OR s / STRUCTURAL MEMBER sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION PLATE (ROOF APPLICATIONS ALSO) 10d BOX (3"Xo.128'); OR 6' O.C. TOE NAIL 1 POUND =0.454kg, 1 POUND PER SQUARE FOOT = 47.9 N/m . 1 pif 14.6 N/m 3"xO.131' NAILS RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 2-8d COMMON (2 )1'X0.131 j; OR a. THE UPLIFT CONNECTION FORCES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF TABLE R507.2.1 NTH NO FINISHED CEILING ATTACHED TO 23 1' X s" SUBFLOOR OR LESS TO EACH JOIST 3-10d BOX (3"xo.128-); OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR C. FOR EXPOSURE D, THE UPLIFT PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS 2 STAPLES, 1"CROWN, 16go.,1 %" LONG CONNECTION FORCE SHALL BE SELECTED FROM THE EXPOSURE C PORTION OF THE TABLE INTERIOR WALLS AND PARTITIONS H 180 3-16d BOX (3 VXO.tc135"): OR USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE ADJUSTMENT MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS / 24 2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (3 )rXO.162-) BLIND AND FACE NAIL COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE TABULATED FLOORS L/360 FORCES FOR EXPOSURE C AND D OR FOR THE OTHER MEAN ROOF HEIGHTS. TOP EDGE BOTTOM EDGE ENDS ROW SPACING 25 2" PLANKS (PLANK do BEAM - FLOOR ac ROOF) 3-16d BOX O )¢'3 X-X .1 OR AT EACH BEARING, FACE NAIL b.THE UPLIFT CONNECTION FORCES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING CEILING WITH BRITTLE FINISHES INCLUDING PLASTER L/360 2-16d COMMON (3 Xs"xo.1s2') LEDGER° 2 INCHES° � INCH 2 INCHESb 1 �6 INCHESb AND STUCCO) ASSEMBLY DEAD LOAD OF 15 PSF. CEILINGS WITH FLEXIBLE FINISHES INCLUDING GYPSUM 3-16d COMMON 3 Xo.162 c. THE TABULATED UPLIFT CONNEC1ION FORCES ARE LIMITED TO A MAXIMUM ROOF BAND JOISTc INCH 2 INCHES 2 INCHESb 1 INCHESb L/240 4-10 Box (3"XD.128); OR BOARD 26 BAND OR RIM JOIST TO JOIST OVERHANG OF 24 INCHES. 4-3-X0.131" NAILS ; OR END NAIL d. THE TABULATED UPLIFT CONNECTION FORCES SHALL BE PERMITTED TO BE MULTIPLIED FOR SI: ALL OTHER STRUCTURAL MEMBERS L 240 NAIL EACH LAYER AS-FOECUW�--4-3"X 14ga. STAPLES, " CROWN BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. a. LAG iSCRE:WS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R507.2.1(1). / EXTERIOR WALLS - WIND LOAD° WITH PLASTER OR H/360 20d COMMON (4'xo.192-); OR 32" D.C. AT TOP AND BOTTOM e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED b. MAXIMUM 5 INCHES. AND STAGGERED UPLIFT CONNECTION FORCES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS C. FOR ENGINEERED RIM JOISTS, THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES » 24 O.C. FACE NAIL AT TOP d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2.1(1). 10d BOX (3 X0.128); OR AND BOTTOM STAGGERED ON REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED FORCES. EXTERIOR WALLS - WIND LOADS° WITH OTHER H/240 27 BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS 3"xo.131" NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT CONNECTION OPPOSITE SIDES BRITTLE FINISHES AND: FORCE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL WALL ABOVE. TABLE: R402.1.4 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE a d 2-20d COMMON (4-XO.192"); OR FACE NAIL AT ENDS AND g. LINEAR INTERPOLA11ON BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS SHALL BE EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/120 Drawing Title: 3-10d BOX (3"Xo.128-); OR AT EACH SPLICE PERMITTED. FINISHES. 3-3"xo.131" NAILS h. THE TABULATED FORCES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED TO EQUIVALENT U-FACTORS 4-16d BOX (3 J7X0.135");OR BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. LINTELS SUPPORTING MASONRY VENEER WALLSe L 600 28 LEDGER STRIP SUPPORTING JOISTS (A RAFTERS 3-16d COMMON (3 X-XO.162"); OR AT EACH JOIST OR RAFTER, CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 4-10d BOX (3-x0.128-). OR FACE NAIL FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE 4-3"XO.131 NAILS a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS FRAMING NOTES U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 29 BRIDGING To JOIST 2-10d (3"XO.128") EACH END, TOE NAIL 0.7 TiMES THE COMPONENT AND CLADDING (ASD) LOADS 4 EXCEPT OBTAINED FROM THE TABLE R301.2(2). MARINE 0.35 0.55 0.026 0.060 0.098 0.047 0.059 0.065 b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. 5 AND 0.32 0.55 0.026 0.060 0.082 0.033 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN TABLE R602.3(3) MARINE 4 ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO COVERS, a.b,c AS MAX. AS MAX. NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS ALUMINUM WOOD PANEL WALL SHEATHING FASTENING SCHEDULE PROPOSED7AS MAX. I.F.-V. -VM.F. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. STRUCTURAL MEMBERS SUPPORTING EDGE OF GLASS, THE MINIMUM NAIL MINIMUM MOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPACING ULTIMATE DESIGN WIND TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH STRUCTURAL PANEL THICKNESS STUD SPACING SPEED V ULT(MPH) GLASS LITE OR L/60 FOR THE ENTIRE LENGTH OF THE SIZE PENETRATIONPANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY (INCHES) RATING (INCHES O.C.) (INCHES O.C.) B c D TABLE: R402.1.2 - 2015 INTERNATIONAL ENERGY CONSERVATION CODE MEMBER, WHICHEVER IS MORE STRINGENT. FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF SUNROOM ADDITIONS OR Skate: (2.0-Xo.113-) 1.5 24/0 3/8 16 6 12 140 115 110 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT PATIO COVERS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED AS NOTED COMMEld 16 6 12 170 140 135 L/120. 1.75 24/18 7/1s d. DEFLECTION FOR EXTERIOR WALLS NTH INTERIOR GYPSUM Date: (2.5'X0.131") 24 6 12 140 115 110 MINIMUM FOR SI: 1 inch = 25.4 mm, 1 MILE PER HOUR = 0.447 m/s MAXIMUM GLAZED BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE a. PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16. ON CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE DEFLECTION OF H/180. MAY 3, 2023 CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. b i e. REFER TO SECTION R703.8.2. b. TABLE BASED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R301.2. LATERAL U-FACTOR U-FACTO SHGC 'e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE c & DEPTH d WALL R-VALUE e BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION R6o210. 4 EXCEPT 20 OR 10 CONT. OR 10 CON T. OR Drawing Number: c. WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNAiE TO PANELS WITH A 24/0 0.35 0.55 0.40 49 13 + 5 , 13717719 13 CAVITY 10 2FT. 13 CAVITY SPAN RATING. PLYWOOD SIDING RATED 18 O.C. OR 24 O.C. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. MARINE WALL-16 AND PLYWOOD SIDING 16 O.C. SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16' ON CENTER. AND 15 CONT. OR 15 CONT. OR SMAR NE 4 0.32 0.55 NR 49 1 0 OR 13/17 309 19 CAVITY 10 / 2FT. 19 CAVITY PROPOSED 1 AS MAX. -V.I.F. AS MAX. AS MAX. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. m i 8 1 -V.I.F. -V.I.F. * REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES I ALLOWABLE HOLES - TJI® Joists WARNING NAILING REQUIREMENTS TJI DETAILS TJI®'oists at bearin s:Two 8d 2Y" box nails 1 each side),1Y" Ronald Za k a ry TypiCAL � Joists are unstable until braced laterally �, �,;�; — 1 q ( z) ( z Bracing Includes: minimum from end. Do not cut holes larger • Hankins • Sheathing R Z architecture & design No field cut No field Blocking panels,rim joist or rim board to bearing plate: than 1 yi"in cantileverallow • Hangers •Rim Board g g panels or fim of • Strut Lines • RHm Josst DO NOT stack building TJ/®blocking j st 10d(3")box nails at 6"o.c. holes in See table See table cut holes d wor tit Trus Joist rim board:Toenail with 10d(3")box nails at 6"o.c.or Filler block:Nail with ten hatched hatched to walk on Joists until materials on unsheathed 111 South Street INTERMEDIATE BEARING 10d(3")box nails,clinched. See table See table braced. WARNING NOTES: 16d(3)'2")box nails at 12"o.c. zone zone joists. Load bearing or shear wall above NO LOAD BEARING WALL ABOVE Use ten 16d(3%")box nails Lack of proper bracing during construction can result In serious accidents.Under Shear transfer.Connections equivalent to decking nail schedule. Suite 16 (must stack over wall below) from each side with 31" normal conditions if the followln guide Ines are observed,accidents will be avoided. O ster Bay, NY 11771 Web stiffeners required TJI°joist flange widths. 0 ❑ Maintain adequate g g Rim board,rim joist or closure to TJI o joist: y each side at B3W Blocking panels Use fifteen nails with TJI' Backer block:Install 6" 6" distance from 1. Install all blocking,hangers,rim boards and rim joists at TJI joist end supports. 13/q"Width Or less:TWO 1 Od(3")box nails,one each at top and Tel. 516-92 2-5 680 *ners panel may be required with joist depths greater than tight to top flange bearings 2. Establish a permanent deck(sheathing),nailed to the first 4 feet of joists at the end of the bay or braced end wall. bottom flange. R O n Za k:a ry @ g m a I l.c O I'll shear walls above or 16". (tight to bottom fla e D j 2 x D 2 D 2 L2 2 x L 2 L 1 2%s"thru 21112"widths:Two 16d(3%")box nails,one each at top and 2x4 minimum below-see detail 81 wi h face mount 3. Safety sWt lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area. bottom flange. squash blocks 6" 6" minimum minimum 6" 9 hangers).Attach with 1%"hole (also applies typical 31/z"width:Toenail joist to rim joist with one 10d(3")box nail each Sheathing must be properly nailed to each TJI•'joist before additional loads can be placed on the system. side of joist top flange. Project Title: ten lOd(3")box nails, may be cut to 1�"holes �6clinched when possible, anywhere ) Ends o6cantilevers require strut lines on both the top and bottom flanges. 2x4 minimum squash blocks:Two 10d(3")box nails,one each in web outside TJI®Jost flanges must remain straight within a tolerance of%"from true alignment.Backer block at top and bottom flange.both sides of hatched area. PROPOSED NEW DWELLING: web with single Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole Cut holes with care 4'-0" length of EATTAGLIA RESIDENCE at B1W and B2W TJI'joists 62 B2W 63 B3W H2 For other load conditions or hole configurations not included in this table, refer to and in the joist web Web stiffeners 3/4"reinforcement HOBART ROAD TJ-Beame software or contact your Trus Joist representative. only required each 8"diameter maximum hole for on one side at E2, 8"diameter maximum hole for SOUTIIOLD side at E1W W/8"-20"joists;6"diameter both sides at E3 1P/"- 16"joists;6"diameter ,N.Y., 11971 JOIST ® TM ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE maximum for 9Y2"joists or for maximum for 9Y2"joists or for SECTION 64,BLOCK 03,LOT 03 DEPTH TJI /Pro 2" 3" 4" 5" 6Ya" 7" 8%i' 9" 103/a 12" 2" 3" 4" 5" 6Y4' 7" 85/" 9" 10'/a" 12" blocking panels less than 12" blocking panels less than 12" Applysubfloor Option#1: long. Do not cut flanges, long. Do not cut flanges. adhesive to all TJI'Joist blocking with 100TS 1'-6" 2'4" 2'-6" 3'-6" 6-6" V-6" 2'-6" T-6" 5'4" 6-0" Web stiffeners required contact surfaces end blocks installed at 130 2'4" T-6" 3'-6" 4'-6" T-0" 2'-0" T-0" 4'4" 6-0" T-0" if sides of hanger do not Flush bearing plate or y joist span 150 2'-0" T-0" 3'-6" 5'-0" 6'-6" 2'-0" T-0" 4'4" 6'-0" 6'-6" Attach reinforcement to laterally support at least t 5� locations using Dist to and bottom Ronald Z a k a ry required.MaximumY4" �s g 250 2'-0" T-6" 4'-6" 5'-6" 7'-0" 2'-0" T-6" 4'-0" 6'-6" 7'-0" J p Yg'of TJI'joist top overhang permitted at �j3�o R�O� two 8d(2�") 9Y2 flan es with Sd 2%" flange beam. 0 box nails, 350 1'-6" 3'-6' S'-0" 6'-6' 7'-0' 1'-6" 3'6" 5'-0" 6'6" 7'-0" g ( ) typical 100C V-6" T-0" T-6" T-6" 4'-6" 1'-6" 2'-0" T-O" 4'-0" 4'-6" Trus Joist rim common nails at 6"on- Option#2: 300C 2'-0" 3'-0" 4'-0" 5'-0" 6'6" 2'-0" 3'-0" 4'-0" 5'-6" 6'-6" board closure center.When reinforcing Top flange0 2x_strapping installed at 400C 2'4" T-0" 4'-0" 5'-6" 7'-6" 3'-0" 4'-0" 5'-6" T-0" T-6" p' both sides,stagger nails hanger Dist span locations using Face grain 2 \�u� to avoid splitting. � ( � C j p 9 100TS 1'-0" 1'-6" 2'-0" 2'-6" 3'-0" 3'-6" 6'-0" 1'-6" 2'-0" 3'-0" 4'-0" 6'6" 7'-0" 8'-6" two 2Y2"screws per joist Face mount 130 1'-6" 2'-0' 2'-6" 3'-6" 4'-0" 5'-0" 8'-0" 2'-0" 3'-0" 3'-0" 5'-0" 7'-6" 8'-0" 9'-6" Option#3: horizontal 1 1so 1;0" 1'-0" 2'-0" 3'-0" 4'-6" 5'-6" 8'-6" 1'-0" 2,_0„ 3'-6" 5'-0" T-6" 8'-0" 9'-0" El E1W E2 E3 c© c �' !r hanger directly applied ceiling 4tf y E]S 250 1-0" 1'-6" 2'-6" 4'-0" 6-6" 6-6" 9'-0" 1'-0" 2'-0" 4'-0" 5'-6" 8'-0" 8'-6" 9'-6" N , When specified on the layout, 118 350 1 V-6" 2,-0„ T-6„ 5,_0„ 6,-0„ 7,-0„ 9'-0„ V-6" 3,_0„ 4,-0„ 6-0" 8'-6" 9,4„ 9,-6„ N1 Hanger height must be a H3 pgl one or more of the three bracing 550 * tl, :: � O minimum of 60%of joist depth O options shown must be installed 1'-6" 2'6 4'- ' -0" 5'-0" 7'-0" 8'-0" 10'-6" 3'-6' 5'-0" 6'-0" 7'-6" 9'6" 9'6" 10'-6" 6'-0" length of TJI® 100C 1'-0" 1'-6" 2,4„ 2'-6" T-0" 4'4„ 6-6" 1'-0" 2'-0" 2'-6" T-6" V-0" 6-6" 7'-0" .� WEB STIFFENER ATTACHMENT 300C 1'4" 2'-0" T-0" T-6" 4'-6" 5'-6" 9'-0" V-6" 2'-6" T-6" 4'-6" T-0" T-B" 9'-0" joist reinforcement �.. / 400C 1'-0" 2'-0" T-0" 4'-0" 5'-6" 6'-6" 9'-6" T-0" 4'-0" V-0" 6'-6" 9'-0" 9'-0" 10'-01, and filler block.Use 8"diameter maximum hole for G�"minimum 130 1'-0" 1'-0" 1'-6" T-0" T-0" T-6" 5'-0" 6-6" 8'-6" 1'-0" 2'4" T-0" 4'4" 6'4" 7'-6" 10'4" 10'4" 11'4" 4'-0"length with 9Y2' 117/"-16"joists;6"diameter Attach reinforcement to �y 2Y4"maximum 250 1'-0" 1'-0" V-0" 1'-0" 3'-0" 4'4" 6'-6" T-O" 10'-0" 1'4' V-0" 2'4" 4'-6" 7'-0" 8'-6" 10'4" 10'-6" 12'-0" and 117/8"TJI®joists, maximum for 9 z"joists or for joist top and bottom flanges 1.Q 350 1'-0" 1'-0" 1'-0" 2'-6" 4'4" 6-0" T-6" 8'-0" 11'-0" V-0" 1'.0" T-0" 5'-0" 7'-6" 9-4- 10'-6" 11'-0" 12'-0" blocking panels less than 12" with one 8d(2Y2")common Three 8d(2y")box nails, 14" 550 1'-0" 1'-0" 2'4" T-6" 6-6" 6-6" 8'-6" 9'-0" 12'-0" 2'-6" 4'4" 5'-6" T-0" 9'4"1 10.4. 12'-0" 12'-0" 13'4" Ion Do not cut flan es. nail at each corner Load from above clinched g g (Three 16d(3Y2")box nails at 100c 1'-0" 1'-0" 1'-0" 1'-0" 2'4" 2'-6" T-6" 4'4" T-0" V-0" V-0" 2'-0" 3'-0" 4'-0" 5'-0" T-0" 7'-6" 9'-0" E4 3%"TJI'joist flange widths) 300C V-0" 1'-0" 1'-6" 2'-6" T-6" 4'-0" 5'-6" 6-0" 10'-0" 1'-0" V-6" T-0" 4'4" 5'-6" T-0" 9'-6" 10'-0" 11'4° Attach TJI®joist 12" length of Ya' �6" �'' 400C 1'-0" V-0" V-6" T-0" 4'-6" 5'-0" 7'-0" 8'-0" 11'-0" 2'-0" T-6" 4'-6" 6'-0" 8'-0" 9'-6" 11'-0" 1V-0" 12'-0" reinforcement to 'Dist reinforcement on Revisions I1A/I Web stiffener each side. J See sizes below. 130 V-0" V-0" 1'-0" 1'-0" 1'-6" 2'-6" T-6" 4'-0" 5'-6" 7'-6" 1'-0" 1'-0" 2'-6" T-6" V-0" 6'-0" 10'-6" 10'-6" 12'-0" 13'-0" �� one side at E5, web with 3 rows lOd(3 ) 250 V-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" T-6" 4'-0" T-0" V-6" 1'-0" 1'-0" 1'-0" 2'-0" 5'-0" 7'4- 11'-0" 1V-0" 12'4" 13'-6"Tight fit 350 1'-0" 1'-0" V-0" V-0" 1'-0" 2'-6" 6-0" V-;" V-6" 10'4" 1'-0" 1'-0" V-0" T-6" 6-0"1 T-6" 11'-6" 11'-6" 12'-6" IT-6" common nails at 6" both sides at E6 No. Date Description '"16 650 1-0" 1' .. ' "-0 1-0 1'-B" '3-6" 4-6 T-0 T-6" ' " ' "10-0 12-0 1'-0" 2'-6" 4'-6" 6'-0" 8'-6" 9'-6" 13'-0" 13'-0" 14'-0" 15'-0" on-center,clinched.Use 2x4 min mum W Web Stiffener Size W Web Stiffener Size ' " " OA 2 rows with 9 2"and 1 04-26-2023 Progress Set squash blocks 1%" Y2"x 2 16'minimum 216" %"x 2 16'minimum 100C 1'-0" 1'-0" V-0" 1'-0" 1'-0" 1'-0" 2'-6" 2'-6" 4'-0" V-6" 1'-0" 1'-0" 1'-0" 2'-0" T-6" 4'-6" 7'-0" 7's" 9'-0" 10'-6" 117/g" TJI®joists, „ 300C 1'-0" 1'-0" 1'-0" V-0" 2-0. 2'-6" 4'-0" 4'-6" 6'-6" V-6" 1'-0" 1'-0" 2'-0" 3'-0" 5'-0" 6'-0" 9'6" 10'-0" 12'-0" 13'-0" �� 5 maximum o Use 2x4 minimum squash blocks 1 a" e"x 2/6"minimum 2%" 1"x 2/6"minimum 400C 1'-0" 1'-0" 1'-0" 1'-0" 2-6. 6'-0" 8'-6" �4 2 05-03-2023 100/a CD'sl File for Permit OCS to transfer load around TJI' W 2%6" Y4"x 216"minimum 3%" 2x4 E5 E6 joist O 2" 4" 6" 8" 10" 12" 143/y" 16'/4' 2" 1 4" 6" 1 8" 10" 12" 14%4' 16'/a" Not for use with 312"TJI®joist flange widths 350 1'4" 1'-0" 1'-0" V-0" 4'4" T-6" 13'-0" 1'4" 1'-0" T-0" 8'-0" IT-0" 15'-0" 17'-6" TJI/Pro 150 250 350 550 550 1'-0" 1'-0" 1'-0" T-6" 6'-6" 10'-0" 15'-0" 1'-0" 2'-0" 6-6" 10'-6" 14'-6" 16'-0" 18'-0" Depth 91/2 91/2 14' 14 11 7/8" 14„ 18' 300C V-0" V-0" 1'-0" 2'-0" 4'-0" 6'-0" 11'-0" 1'-0" 1'-0" T-0" 6'-6" 10'-6" 13'-0" 16'-6" Nail Trus Joist rim Attach reinforcement to or 11 7/8" or 11 7/8" or 16' 11 7/8" or 16" or 16" 400C 1'-0" 1'-0" 1'-0" 2'-6" 6-6" 8'-0" 13'-6" 1'-0" 2'-0" 5'-6" 9'4" 13'-6" 15'4" 17'-0" board to blocking with joist top and bottom Filler Block 1 1/8"net 2 x 6 2 x 8 2x6+1/2" 2x8+1/2" Two 2 x 6 Two 2 x 8 350 1'-0" 1'4' V-0" 1'-0" 2'-6" 6'-0" 10'-0" 14'-6" 1'-0" 1'-0" 1'-0" 6'-0" 11'-6" 15'-0" 1T-6" 1 V-6" connections equivalent flanges with one Sd(2%") Nail through 2x_,wood backer and (Detail H2) sheathing sheathing 20" 550 1'-0" v-0" 1'-0" 1'-0" T_6" T-0" 1,70" 16'-0" 1'-0" 1'-0" 4'-0" 9'-0' 14'-0' 17'-0. 1V-6" 19'-6" to decking schedule common nail at each corner TJI®joist web with 2 rows 10d 300C 1'-0" 1'-0" 1'-0" 1'- - 5'-0" -0 - 1'-0" 1'-0" 1'-6" 5'-0" 9'-0" 12'-6" 16'-6" 19'-0" 3" Cantilever Filler 2 x 6 2 x 6 2 x 10 2x6+1/2" 2x8+1/2' Not 0., 3'0" 8' " 12'0" ( )common nails at 6" 4'-0"Long 6'-0"Long sheathing sheathing Applicable 400- 1'-0" 1'-0' 1'-0' 1'-0" T-0" 6'-0" 10' 11 14'-6" 1'-0" 1'-0" 4'-0" 8'-0" 12'-6" 16'-0" 18'-0" 20'-0" Blocking panel between each Blocking on-center,clinched.Use (Detail E4) 4'-0"Long 1 „ joist.Nail to to late with panel t " a'-o"Long s'-o"Long Leave/B web at top and bottom of hole. DO NOT cut joist flanges. J p p 16d(3/ )nails with Backer Block 2 x 6 2 x g connections equivalent to 3Y2" TJI®joist (Detail F1 or H2) 1/2"or 5I8" 518"or 3l4" 5/8"or 3/4" 1"net 1"net • Table is based on uniform load tables in current design literature. decking schedule. flange widths, • For simple span (5 foot minimum)uniformly loaded joists not requiring commercial concentrated loads, one maximum size round hole may be 3 „ Typical ca I Tie Down D eta I(s U t i I i z i n S l m 5 o n St ro n t i e5 located at the center of the joist span provided no other holes occur in the joist. re length of/4 yp � � 9 reinforcement on one side at ET both sides at E8 Wood Ik utt� BENI ADDITIONAL STRAP OVEf backer TOP OR CUT OFF J 5"maximum op'c h f SINGLE POUR O NAIL TO MSTRA IATIION •, PORTION ° FORM BOARD °a4• e o ° TMD F 2 x EMBEDMENT LENGTH '0 ° a REBARLENGTH 'o ONE01 •e ONE M4 RERAR IN •d° SHElARME CORNER ITMNIMIM s.m"n seaxrT• MN: RFEARN SINGLE POUR SHEAR CONE HPA M-N . RISTAllAION RESAT O , o HPAHDn Stron�TN ° SiHryson Stong-Tie HPAHD ' HPAHD22-2P Simpson Strong-Tie OORNER ° PA51 DISTANCE . . . FROMEDGE —OFSTPAPTO Simpson Strong-Tie 9011ANIMUM CORNER HPAHD22 REA1R LENGTH Surgsm StrorgT" HPAHD ® O o WASHERS O O •0 YusT. " 9 o O ° 0 M�TT ® O WT"EADS ON NUi6 O • YU9T�BF •O HNti1N1® • •• '. EPE •®• O� _ yy .yj'•. Simpson Strong-Tie 'Y' N Simpson rhwq-Tie a MT$30 HH ,,,vn Sirpmn Strang-ri• HD5A Wth SSTB a B 2'MINIMUM a SIDECOVER Simpson Strong-Tie o a a 4 °q• A 5lnp-st g-riw HH a : r° 7LJ iD15 A— swryn. ABUN F1 Use every other nail hole CUT in a row fo provide the LENGTH code required minmum END Drawing Title: °0° center-to--center LENGTH spacing for nails o ° ° O ° 2'MINIMUM u / O SIDECOVER ° CLEAR TJI DETAILS ° 2'MINIMUM 0 o SPAN • °' �'° SIDECOVER ® o y o 0 SDM;; °O o a.• ,a A Simpson Strong-Tie Y '.f&; PP ABE44 Simpson Strong-Tie Rt'S o pda;•:.`' F" , HCP - 9impson8"°ng-Te I� SNrPaaa SlmpiY PBS01 G. 7MNIMUM END 11MNIMUM SIDECOVER Simpson Strong-Tie DISTANCE SimpsonShogTe Pro LENGTH end distance e ABA44 UPLIFTRESIISSTANCE AA stongrY HRC22 Equal number of specified nails in each end Simpson Strong-Tie Scale: — CS Coiled Strap AS NOTED E` ---- ate Acute / D MAY 3, 2023 Angle 0. ° ° Drawing Number: R ° •• O 0 o I o • 6 0 o I • 66 ° Simpson Strong-Te Simpson Strong-Tie MSC9 MSC410 �• Awl 9 � � - .- I - - � - � __ -- -- - - _ _____ - � I I- - . I I � ___ ____ 111111111111111111[ __ - - I N, Window fag protection shall be provided where needed per Code 38 All concrete work shall comply with the requirements of the American 64 New exterior wal I sheathing shall be E/8'CDX ply wood-secure to 7.15 All insulation shall have a flame spread rating not greater than 25 and 4) Provide for mechanical fresh air(Energy Recovering Ventilators)as 16,33 Coordinate vvith Ovvner retained AV contractor for all equipment and Ronald Zak SPECIFICATIONS Section R312-2 Concrete Institute(ACI),ACI 301�304,305,311,315,318,and 347 and framing per Code Table R602.3(l) Extend ply wood to top of top plate smoke developed index not to exceed 450 per ASTIA E84&Code required because of mechanical System designs and house having speaker locations . 0, Protection of wood and wood-based products from decay& Code Section R402.2 and ASTM CI 15T All concrete shall be air and no joints shall be allowed at floorlines per drawings Section R302-1 0. Exposed attic insulation on floors shall have a critical spray insulation. 16-34 Coordinate with Owner optional'smart home'technology and budget for BAT7AGLIA RESIDENCE, SOUTHOLD, N. Y. termites shall comply with(I R C)Sections R317&R318 entrained between 5%and 7%max. 6,5 Roof sheathing shall be 518"CDX plywood Provide lffl"gap between all radiant flux not less than G,12 watt per sq,cm. New systerrito be installed asfollows� same Assume for Family Room,Kitchen,Master Suite and aft outdoor 0,28 Upon completion of the work,the contractor shall have all areas 3-9 Reinforcing bars: ASTM A 61 5,grade 60 steel per R404 welded wire sheets of sheathing per manufacturer Install per(I-R.C.)Tabte R602,3(l) 7A6 Provide lead coated copper flashing pans at all exterior doors all water a Provide Taco circulating pumps for all heating zones. fighting RZ architecture & design R Z ARCHITECTURE&DESIGN-RONALD ZAKARY ARCHITECT cleaned included but not limited to vacuuming.washing and polishing. fabric:ASTM A 185(6'x 6" 1.4 11,4)�steel wire:ASTM and Code Section R803 Fiat roof shpathing and chimney sheathing shall facing windows and all windows with sills within 12-of roofs below. Solder b. Provide isolation valves for each zone. 16,35 Provide outlet covers wrth built in LED lights-assume 15 locations in 029 The General Contractor is responsible,during all phases of work,for all A 82. be�'4`CDX ply wood. all joints C. Provide all necessary wiring Halls and Mud Room- Coordinate with Owner. III South Street construction means,methods techniques sequences,procedures,and 3.10 Set 5/8"round x 18'long anchor bolts not more than one foot from corners 6,6 Ceiling joists to be as noted on plans. 7.17 All windows and doors shall receive drip caps d, Provide new 80 gallon indirect hot water storage tank or as 1636 Provide power for electric shades as per Owner. THESE SPECIFICATIONS HAVE BEEN PREPARED FOR THE COMPLETION safety precautions connected therewith. and spaced 32'on center per Code R403 1-6. Set anchor bolts either 67 New main roof rafters to be 2 x 10 @ 16'on center as noted on plans, 7.18 Lightly stuff insulation around all window and door frames and spray in all otherwise required to accommodate new residence 1&37 Provide outlets wrth USB parts in all rooms-coordinate with Owner, Suite 16 OF THE NEW DWELLING LOCATED AT HOBART ROA D,SOUTHOLD,N.Y.. 0,3G The General Contractor is responsible for the coordination of all side of all openings and a minimum of two bolts in any one sill. Provide Provide diagonal bracing at spansgrcater than 1 4', perimeter spaces at first floor framing(box). e. Provide Nest or equal thermostats for all zones-coordinate all Oyster Bay, NY 11771 FINAL DRAWINGS AND SPCIFICATIONS DATED MAY 3.2023 COMPRISE necessary inspections during work as well as for final building minimum 7"embedment. Anchor bolts to be double hot dipped 6�8 Provide 2"x 6'treated ACQ sill plates at aft new foundations-in T19 All exposed spray insulation shall have properfire rating percocle locations with Owner prior to installation. THE COMPLETE SETOF FINAL BID AND CONSTRUCTION DOCUMENTS, department approval and for obtaining the N_Y_S_Underwriters Galvanized(rated to be in contact with ACO lumber)-with approved 3' accordance with Code Section R317&AWPA-W1. requirements. f. Heating systems to be installed in strict accordance with Tel. 516-922-5680 PLUS 7HE ENERGY CALCULA TIONS PREPARED BY HOME ENERGY Certificate and the Certificate of Occupancy i Completion. square washers. 6.9 Provide new i,4"Edge Gold sub floor throughout(including two layers on 7.20 Roof shingle installation shall be completed by a certified installer and manufacturers requirements RonZakaryCa)gmail.com SOLUTIONS. 0-31 The General Contractor warrants that it is expert in the type of 3,11 No admixtures shall be introduced into the concrete without written all floors scheduled to receive wood flooring)-glue and screw down. It shall provide the Owner with the written guarantee. g, All heating equipment including type and location of construction work and method of construction required here under- By approval from Architect and Engineer. shall be the contractor's responsibililyto provide floor material alignments T21 Provide Kemper flat roofing or approved equal at flat roofs-pitched as thermostats and zoning to be approved by Owner, 0.0 GENERAL NOTES&SPECIFICATIONS: 112 Provide continuous damp proofing on all new foundations with approved throughout Install per Code R503- Provide additional layers of subfloor prescribed by the manufacturer. h- Provide radiant heat with 4 way boiler tempering mixing valves with 01 -he Contract Documents consist of the Owner-Contractor submitting a Contract Price,General Contractor is deemed to have agreement,the Architects Construction Plans.Specifications and represented that its firm,Supervisory staff and workman are expert rigid insulation cover per Code R406. System to extend to bottom of in all rooms scheduled to receive wood floors(assume 1 additional laver 7.22 Provide two layers of roiled on concrete seater in basement(walls and motor controlled by outdoor weather reset, Instructions to Biddersand all addenda(if any)- and experienced in the type,method and performance of work footings including 45 degree cant. Bacldill shall be clean bankrun or of ii'plus one laver of 1/2'subfloor as needed), . floors)prior to framing Provide one layer on floor prior to framing and i, Radiant heat to be manufactured by Radiant Technologies or Project Title: required,including the work necessary to produce the best possible approved equal not until walls are property braced per Code R404.13. 6A0 Install window,door,crown and base moldings throughout residence as second layer on floors priortin installing finished flooring materials. approved equal. 0-2 7he intent of the Contract Documents is to include items for the aesthetic appearance for this project,consistent with the Contract Damp proofing shall be installed on egress window walls.garage walls selected by Owners(provide allowance for all moldings-paint grade or as 7.23 Provide lead coated copper crickets as indicated plus flashing at chimney j, Test all radiant heat with pressure tests, proper completion of the work. Any omission in the description does Documents,and to have offered such expertise and experience as an and porch walls. noted and install aft new moldings throughout): and step flashing. k� Provide direct vent gas fired condensing Lochinvar or Buderus high PROPOSED NE W DWE LLING: . not relieve the General Contractorof delivering a completed project in inducement to the Owner to enter into an Agreement with the General 3,13 Ali concrete placed into forms f or a vertical height of more than 36" 1. Door&window casing=C casing throughout residence. T24 Provide vinyl weeps at all stone veneers at 24'on center as prescribed by efficiency boiler or approved equal. Provide outside reset controls. accordance with accepted practice. Contractor. shall be vibrated. 2� Base molding=9 112'two piece throughout residence with shoe- the manufacturer. L Coordinate all equipment efficiencies with the specifications by BATTAGLIA RESIDENCE 0.3 The Owner and Architect have the authority to reject work which Joes not conform to the drawings. The Contractor.at no additional 032 The General Contractor shall arrange with the Owner for proper 3-14 Provide all beam pockets at all beams as noted and as required. install outlets in base molding 715 Provide R1 0 rigid insulation at edge of walk-out basement from slab to 24' Home Energy Solutions, I . cost to the Ovvner or Architect,shall correct all work rejected. storage of materials on the site so that all is done in an orderly and 3-15 Provide sleeves in foundation for all utilities as necessary. 3, Alf windows to receive casing,skirt and have window sills- below grade. Provide lead coated copper cap flashing and stucco veneer m Ali Mechanical work shall be completed per Code Chapters 12-16. HOBARTROAD 0,4 ,Should the Drawings and I or Specifications.in the opinion of the secure fashion- 3.16 REINFORCING: 4. AN openings between rooms shall have 5W'x flats stock plus where exposed on fiberglass mesh, n. All blowers to have HEPA filters, SOUTHOLD,N.Y., 11971 Contractor;show additional work,orwork of more expensive character 0.33 All site work including but not limited to storm water disposal and sewage a, All reinforcing bars are to be the diameter shown,deformed typical casing 7.26 Provide 2"closed cell spray insulation in all extericirwalls plus RI 1 batt, 15,9 Provide complete central air conditioning systems throughout residence system shall meetthe requirements of allagencies having jurisdiction intermediate grade billet steel having a design strength of 5� Kitchen crown molding by Kitchen contractor -fourzonestotal(as outlined in heating above)-coordinate zones with SECTION 64,BLOCK 03,LOT 03 than of accepted practices,it shall be the duty of the Contractor to e Section R404.4.6 and ASTLI A 615,A 7 O6,or 6. Provide allowance for paint grade crown moldings throughout as 41.0 DOORS AND WINDOWS: Owner. All equipment to be 16 seer by Carrier,Trane or equal. Provide notify the Architect in order that proper adjustments may be made, including but not limited to the Suffolk County Department of Health. Site 40,000 PSI per Cod design,sanitary design,grading&drainage and retaining wall engineering A 996. selected by the Owner. 81 Provide two panel 1 3/4"M DF raised interior doors per plans-to be all new insulated''seated ductwork due to new codes and 3 air changes The Contractor shall assume full responsibility for work done,or is per plans prepared by Owner retained engineers and are not covered b, Typical coverfor all reinforcing shall be three(3)inches 6-11 Provide collar ties throughout all roof framing as noted. selected-installed in strict accordance with manufacturer's instiuctions, per hour maximum for blower door test The location of all diffusers J materials substituted,without written approval from the Architect,if as part of the Architects plans or specifications- unless otherwise directed. 6.12 All roof rafters on each side of ridge to be connected together with metal Final selection of panel design per Owner and Architect, grilles to be reviewed with Owner and Architect prior to installation. such work or material contrasts with the Contract Documents, 0,34 The Owner,at the contractor's direction,shall secure the services of a C, All bars are to be continuous unless specific lengths are strap per plans 81 Install all Owner provided interior door hardware including front door. 15,10 Provide complete system of supply and return(insulated&sealed)ducts Drawings or Specifications previously approved- licensed land surveyor I or foundation stakeout,foundation as built and a shown. All splices are to be forty(40)bar diameters min. 6 13 Provide micro tam headers as indicated-as manufactured by TJI 8.3 All windows&exterior doors shall be manufactured by Sierra Pacific to be utilized for central air conditioning 0-5 The latest edition of the General Conditions of the American Institute final survey- d, Welded wire fabric(WWF)is to be not less than 40,000 PSI Provide 3'min end bearing-nail multiple units together as recommended aluminum clad windows-color as selected by Owner. Winclows-tobe 15-11 Both heating and air conditioning systems shall be designed,installed Ronald Zakary of Architects shall govern and be made part of these specifications 035 The General Contractor shall provide the Owner with release of liens e, All reinforcing is to be securely fastened to resist movement by manufacturer(3 rows of 16d(a) 12"o,c.), Provide lateral bracing per Aluminum clad,double pane Insulated,7/8"S 0 lite,Low E Argon filled balanced,and 1 or adjusted by contractor to provide for the distribution of 0,6 DISCREPANCIES: documents including the General Contractor,all Sub-Contractors and during concrete placement. manufacturer- All flush framing into micro fams shall be secured with 10d glass,with integral screens and pre-prinned Provide extension iambs as heat and air conditioning to all spaces 1. Whenever there are discrepancies between the Drawings their suppliers. If. Provide reinforcing in all foundation walls and footings as per plans. nails, Provide glue tam beams in conformance with Code Section necessary in 2 x 6 construction. Units to have white jamb liners and 15.12 The first 10 feet of all supply and return ductwork leaving and or the Drawings and Specification,the General Contractor 0-36 General Contractor hereby specifically acknowledges that the 91 Provide 245 bars around all openings unless noted otherwise.. R502-1.3, coastal hardware. Complete shop drawings shall be provided to the returning the air handling units,shall be lined with 1"acoustic lining. . , h. Basement interior footings to have reinforcing as specified. 6 ,ball contract for,provide and install the better quality or Contract Documents are full and complete,and sufficient to have -14 Minimum header at any opening=2-7 1,12'micro lams, Architectfor review prior to ordering. All grids in windows and doors The balance of all duchvork shall be insulated with 1 1f2"314 lb density, greaterquantity of material or work called for,unless otherwise ordered in writing, I enabled it to determine the cost of the work and that the drawings, i� Provide bent"NiVF and 245 bars per tread at exterior stairs. 615 All load bearing partitions shall be catted at mid span. All cat's shall be to have spacer bars. ALL W NDOWS AND FRENCH DOORS SHALL lapped and tied with fiberglass tying cord or as required for code D Afiir, 2. Written dimensions(or notes regarding alignments or the Specifications and all addenda(if any)are sufficient to enable the 3.17 Provide precast dry wells per site plan as designed by Civil engineer. ripped down 118"to avoid being proud of studs- Provide solid blocking HAVE DESIGN PRESSURE RATING SUITABLE FOR THIS WIND compliance and to meet blower door test minimum standards 1�e _ , centeriines)shall govern over scaled dimensions, General Contractor to construct the work outlined therein in 318 Garage slab to be polished and sealed with epoxy finish. behind all base and upper cabinets,vanities,at shower enclosures and as REGION. Provide screens for all windows and doors. 15,13 GUARANTEE AND SERVICE: 4� ,i K F Z,>,�- accorclancewith all laws and otherwise to fulf'll all of its obligations 1119 Provide interior concrete pier footings as indicated-top of footings= needed. 84 All glazing in hazardous locations per Code Sections R308-4 and The contractor shall guarantee and service the air conditioning , ��, DO NOT SCALE DRAWINGS, nd water is encountered excavate an additional 6.16 Provide I"x 8"Azek fascias, Rakes to be 2 piece 1'x 8 and I x 3 Azek. R3011�2.11,2 shall be tempered including glazing in and adjacent to all system for a period of three years from final acceptance by the owner 4 11 I <Cx_ under the Contract Documents, in addition,if General Contractor bottom of slab. If any grou 0 -��-^,z 0 0.7 The Architect shall not be responsible forthe performance of orthe perfornis any construction activity and if it knows or should have 12"-18"and backfill with self compacting gravel suitable f or load bearing. All soffits to be T&G Azek bead boa rd doors,and in locations meeting all of the following criteria: 15 14 Provide all power wiring as required in this section- Q/ ", ,- , - A 'r , , , ,�',ll work of the General Contractorand any other subcontractors nor ecessary 6-17 Provide cathedral&tray ceilings as indicated a Exposed area of an individual pane is greaterthan nine(9)square 15.15 Propedy support all ducts,blower arid piping to structure to prevent any �'A -ly,..� t, known that any of the Contract Documents contains a recognized 3,20 Saw cut control joint in the basement and the garage slabs as n Z f ,,j�-,4t.�,,._ I C `� , .110-IX-f.", feet type of vibration 0 k�I�ID," ,� I Irg - shall he guarantee the performance of their contracts 6 18 Alf cfo set interiors to be completed by Owner retained contractor. ,�,"" ,-�,��o--I � ;0 error,in consistency or omission,General Contractor shall be to prevent cracking. b, Bottom edge less than eighteen(11 8)inches above the floor. 15.16 Provide necessary exhaust fans to all Bathrooms and in the Laundry W_ , 1,�.�'_'k� I * - , � ''. I 0.8 INTERPRETATION OF DETAILS: responsible for such performance and shall bearthe costfor 3,21 Provide R-10 rigid insulation with stucco finish as lead coated coppercap 6,19 The caripentershaft do all cutting and fitting of his woodwork required * 11, X ) I If the Contractororany subcontractor objectsto any details by the plumbing,heating and electrical contractors or any other C. Top edge greater than thirty six(36)inches above the floor. Rooms per Code 11,11 1 507 ;I �� 1, . �,;;,$� correction thereof flashing atthe perimeter of the foundation at the walkout basement as - �i; contained on the construction documents;he shall submit such mechanics to install their vvork. cl� One or more walking surfaces within thirty six(36)inches 15.17 Fumish and install clean outs at the end of each horizontal run and at the -1 �_. ., objections to the architect in writing within six(6)days after issuance 037 Provide temporary exterior port-a-san for duration of project indicated on plans. Extend down 24'below patio level, R405- 6�20, All structural wood framing(headers,posts,floorjoists and roof horizontally of the glazing. base of all vertical waste and drainpipe Clean outs shall be of sarrye size "L.kt 4_� of details Failure to do so will be construed as contractor's acceptance. 038 Energy calculations,HERS Certificate and Ii,I anuet J calculations are 3.22 Provide foundation drainage in conformance with Code Section . I 0 completed by Home Energy Solutions-Mr.Glen Lamay at 631-673-0664 Provide perforated piping and filter fabric at perimeter of all footings-pitch rafters)shall be Douglas Fir#2 and better,s-dry as follows-, 8.5 Provide and install interior and exterior doors as indicated on plans in as pipes they serve. 1% . 0.9 MEASUREMENTS 0.39 Provide six foot high chain link construction fencing as prescribed by the pipes to dry well. Provide 12"clean gravel around piping. Bending stress =850 PSI(single) strict accordance with manufacturer's instructions 15.18 Provide a complete system of risers,connecting into waste lines-to . Before ordering any materials or doing any work,the contractor shall Village and in order to maintain a safe jobsite. Provide locked gates. 3.23 Provide 6"reinforced concrete dab at generator-coordinate utility Bending stress =1,000 PSI(repetitive) 86 All exterior doors shall have weather-stripping as part of their assemblies. code All plumbing materials shall meet Building Department's I F N verify all measurements at the building and the site and shall be Fiber stress =1,400 000 PSI 8.7 Contractor to provide heavy duty pocket hardware in all pocket doors- requirements All waste lines to be as allowed by the Village-provide responsible for the correctness of same, No extra charge or 0.40 Provide wire backed sift fence and hay bales at the perimeter of the penetrations. . compensations will be allowed because differences between disturbed area or as required by the Village and the DEC Protect street 3.24 Coordinate all related site concrete work&paving with landscape plan. 621 All lumber in contact with concrete I masonry shalt be treated Hafele or approved equal for cast iron drops from the second floor for acoustical purposes All and curbing during all staaes of construction Care shalt be taken during 3,25 Drop top of foundation at overhead Garage doors 8"below top of Garage in accordance with current code requiirements. SiIt plates to be 8 8 Contractor shall verify dimensions and quantities in the field and supply piping for domestic vvater and heating shall be copper. actual dimensions and the measurements indicated on the drawings: art any discrepancies to Architect. All rough opening dimensions 1519 Plumbing contractor shall provide system design.materials i-nethods any differences which may be found shall be submitted to the architect construction to maintain a safe and secure jobsite. Coordinate staging slab, 2'x 6"and 2"x 4"ACQ. The General Contractor shalt be responsible to rep locations with Owner 3.26 Provide�,/,'notch in slab at inside edge of Garage door. ensure that the proper means of protection are utilized during the for doors and windows are the responsibility of the General Contractor and labor necessary to satisfactorily accomplish the objectives as f or consideration before proceeding with the work 0.41 Provide all new utilities to the job site as necessary and provide for all 3-27 Foundation walls to have reverse framing shelf as indicated, handling,cutting,drilling,etc of all treated material- The contractor shall review the door swings with the owner prior to designed on drawings and in specifications 010 RESPONSIBILITY� &deta its, 6�22 Cutting of the floorjoists to a depth of 1,116 of the joist depth shall be placing any door orders 15.20 The contractor shall verify all field dimensions and install items Revisions Each contractor shall be responsible for all material furnished him and necessary permits and inspections for same. 3.28 Refer to plans by Civil engineer for all retaining wall engineering for the execution of his work in accordance with the true intent of the 042 General Contractor shall coordinate all utility locations with the approved 129 Pier between Garage doors to have 445 bars vertically and#4 cage at 8" permitted except in the middle third of the span per Code Figure R502 8. 89 Repair I replace materials and finishes damaged as a result of install with necessary clearances for his work and the work of other trades subdivision plan. on center. Notching,drilling or cutting of TJ1 Imicro lam floor joints shall be in 8.10 Maintain hardware protective coverings until final acceptance. 1521 If Cutting of structural members is necessary,the architect shall have the No. Date Descript on drawings and contract.He shall provide without extra charge all Hardware shall be accurately located,securely fastened and operate authority to require additional framing to compensate for hole(s) incidental items required as part of his work even though not 043 General Contractor agrees to work only during the hours prescribed by the 3-30 Step down footings at walk-out basement to 36"below finished pavers in compliance with manufacturer's instructions 10aintain copy of installation 8.1 I area way. instructions on site. smoothly 1522 Provide shutoff valves to all fixtures. Provide four hose bibs on the particularly indicated or specified. Village 6�23 Double joist or provide ladder joists at 1 6"a c.under all partitions 8 12 All exterior doors(including French Doors)shall be keyed alike- house with interior shutoffs and drains to winterize. Coordinate locations 1 04-26-2023 Progress Set 0.11 DEVlATIONS- 0.44 Provide RCA temporary parking/staging areas off the street as running parallel to sarne At wet locations provide space between coordinate with Owner with Owners. The owner reserves the right at any time during the progress of the necessary. double joists and block solid at four feet on center per Code Figure 8 13 Provide new B Label fire rated self closing door between Garage and Mud 15.23 The contractor shall subject supply arid waste piping to pressure tests as work to deviate from plans or specifications. This will not invalidate 0.45 owner retained landscape architect shall make the selections for all 4.1 Paths,patios outdoor kitchen and driveway to be completed by GC� Room and at mechanical room. prescribed by the local plumbing code and obtain from the inspect:)r 2 05-03-2023 1 00%CD's/File for Penit thecontract An allowance or deduction will be made. exterior hardscape finishes&details and for complete landscape plan. Provide separate bids for each item. R502 2- 0 12 EXTRAS 0 46 Septic system shalt be installed and inspected by the DEC and Owner 4.2 Provide bluestone pavers at front porch and rear porches/patio&paths 6�24 All lumber shall bear grade stamps 8.14 Provide allowance for the Garage doors Garage doors and hardware to acceptance of the system. Bills for extras will be allowed only when work is ordered in advance in retained engineer and contractor shalt obtain DEC approval in writing as selected by Owners and landscape architect, 6�25 Provide minimum 3-2"x 6"posts below Structural beams I header unless be installed per Code Section R309 4&UL 325 15.24 Work under this section shall comply with codes and regulations of the 4.3 Sealing of sto-ne to be completed by contractor as prescribed by the stone noted otherwise Block solid to foundation or framing below 8 15 Provide allowance for wood I insulated glass front cloor,hardware,& National Board of Fire Underwriters and all state and local authorities . writing manufacturer. 6,26 Provide all necessary temporary bracing,sharing etc.,until all I raming casings having jurisdiction. 0.13 TEMPORARY HEAT&POWER. 1.0 SCOPE OF WORK: The General Contractor shall provide&maintain all heat required for the 1.1 Construct new single-family dwelling as Outlined in the construction 4-3 Clean all masonry work at completion of work with approved acid wash and sheathing is in place 8.16 All tub/shower enclosures to be completed by Owner 15.25 Lawn Sprinkler system to be completed under separate contract drawings,specifications and as otherwise required or as recommended by manufacturer, 6.27 Provide fire stopping&blocking of the type and location per Code 8.17 Provide attic access panels where necessary. 15.26 Install two owner provided shower heads in M aster Bath(hand hed and proper execution of the work. A minimum temperature of 55 degrees F. where indicated on residence&chimney-to be R602.8 and draftstapping per R502 13 8.18 Provide floor mounted mushroom tab door stops at all doors-selected by rain head), shall be maintained during appropriate stages of the work The contractor 1 2 Landscaping,lawn,landscape lighting&sprinkler system-bid separately. 4A Provide cut stone veneer . . shall coordinate with local power authority the provision of a temporary 1 3 Provide new site grading&drainage,driveway,paths.terraces.drywells selected by Owner. Anchor cut stone to substrate at chimney and walls 6�28 The contractor shalt be responsible for any modifications which may be Ow ne r 1527 Run new plumbing vent lines to rear slope of roofs-vent lines to be lead electricservire. The Owner shall be responsible to pay for all temporary and retaining wails in strict compliance with all codes as engineered by as recommended by manufacturer-including adjustable ties and required by the Building Inspector,within the scope of the Contract as coated copper thru roof . utilities Owner retained civif engineer. stainless steel clip angles-screwed to studs or drilled into concrete setforth in the plans or as outlined h proposal,at no additional charge 9.0 FINISHES: 1528 Provide shower pans as recommended by tile manufacturer 0 14 TEMPORARY ENCLOSURES: 1.4 Provide construction fence during all phasesof construction asclictated by retaining I foundation walls,to distribute weight of stone evenly on frame to the Owner or Architect 91 Provide samples of all finishes to owner for approval foriorto ordering All 1529 Contractor shaft provide gas piping for outdoor barbecue,stove,fireplace d for a secure site. Provide hay structures, Provide Gravity cavity drainage mat behind all stone veneers 6�29 M aterials for miftwork shall be kiln dried to a moisture content less interior finishes are as specified by Owners dryers,boiler and generator to code, All gas piping shall be tested and All temporary enclosures shall be provided whenever needed either for the building department and as neede 92 All interior and exterior painting/staining-bid separately. AllAzektrim inspected by building dept. and fire marshal as required Contractor shall protection from weatheror to protect the building against entry,theft bales and silt fence as needed to prevent any erosion during construction as manufactured by fATI or approved equal. Install as prescribed by than 12%. or construction damage. I 5 Construct rear covered porch as indicated manufacturer- 6�310 Provide allowance for new staws&railings per code All stairs shall have shall have holes filled.sanded and painted. obtain all necessary permits and inspections 1 0.15 General Contractorto coordinate with owner's audio/visual contractor 1,13 Construct raised rearterraces driveway,paths and patiosas indicated 4.5 Provide lead coated copper flashing over ice and water shield where a minimum clear headroom of 6'-%,and rail!ngs shall comply with at[ 9 3 Provide 518"gypsum wall board on all walls&ceilings-tape and spackle 15.30 All gas piping shall comply with Code Chapter 24 exact locations of all equipment,speakers;wiring and cable wiring 1.7 Provide new water,natural gas,cable and buried electric services to the exterior patios I stoops abut wood framing and at R-1 0 rigid insulation at applicable code requirements, -readytopaint Bathroom walls and ceilings to have 5!8"MR gypsum i 5.31 Install mechanical ventilation in baths per Code M 1507. 016 General Contractor shall coordinate with owner's telephone/cable and newresidence pool room perimeter. 6�31 Neatly and accurately securejoints so they are fitted tight,blocked board except walls I ceilings to receive tile shall have 5!8"wonder board. 15.32 Provide all necessary permitsfor exterior equipment, alarm contractor's exact locations of all equipment,wiring.etc 1.8 The basement shalt be unfinished as part of the construction project as 4�6 Provide weather tight lead coated copper flashing cap at chimney. and put together to avoid opening, Countersink,all nails at all trim- Provide corner boards on all exposed comers, Provide tape at all 15.33 Supply piping to all bathsto be"�' Provide for hot water circulator to indicated,with the exception of the two finished vestibules and the 43 Contractor shall setup sample panel of stone veneer for Owner and The painter shall be responsible to caulk all trim,fill and sand holes- cathedral ceiling that allows expansion and contracting. Alliaborand master bath and Kitchen 0 17 Any deviations from the construction documents without written Architects review and approval ready to paint- material shall comply with the requirements of the US Gypsum Company 15.34 General contractor shall be responsible to install Owner provided exhaust approval from the architect shall be the responsibility of the General mechanical room. indicated on 4 8 All masonry materials shall be installed as prescribed by the manufacturer. 6.32 All cabinetry to be bid separately lincludino r3binets&counters in Kitchen, and((I R.0)R702.3). All dry wall to be installed with screws only fan,ducts and all accessories for kitchen stove hood including rentote roof Contractor. Any corrective work requested by the Owner and I or 1 9 Provide new driveway,paths,patios and landscaping as Architect based upon unauthorized changes on the part of the General landscape plans by Owner retained Landscape Architect. 4-9 Provide stucco veneer on exposed R10 rigid insulation&inside wegress Laundry Room,Pantry,Mud Room,b?.",vanities&counters.storage Provide 518"type X gypsum board in mechanical rooms(tape&spackle) fan per Code 1.1 1 503 window wells with fiberglass mesh. Finished layer to have,color rooms.garage cabinets,closets,etc and Garage and seal all openings with approved flame retardant caulking 115�35 Provide thermostatically controlled low voltage exhaust fan in IT c,oset- Contractor,shall be completed by the General Contractor at no 2.0 SITE WORK I DEMOL171ON: impregnated. 633 Provide six(6)Bid nails at both ends o.'e'i;�O gage metal straps as prescribed by code AlI structural components in the Garage shall be duct to exterior-IT closet location to be determined. additional cost to the Owner and with no eff ect to the timeline of the ads 634 Provide TJt I 1 7,18"pro 560 floor joists where indicated per Code R502& protected with 5/8"Type X dry wall including beams,columns and all 15,36 Install Owner provided washer&gas dryer. 21 Site to be kept in broom clean condition throughout all phases 410 All exterior stairs to have typical stone risers and bluestone tre I project. of work. General Contractor and Subcontractors shall,upon 4.11 Provide 6-12"clean.self-compacting gravel below basement and garage ASTLI D5095 Install in strict compliance with manufacturers installation framingmembers Provide 5/8"MR gyp throughout the finished portions 1537 Provide tin dryer vents to exterior per Code M 1 502. 018 These Contract Documents and all copy rights contained herein are completion of all work,promptly remove from the property any slabs and porch slabs-set an 95%compacted soil, Properly compact soil guide Provide strand board at all box beams-double at all openings per of the basement. 15-38 Provide finearfloor drains in all showers by Infiniti drain the sole property of the Architect and cannot be used for any other Code R502.1 7 Provide lateral bradinq at all floor joists per manufacturer 9A Provide 5i8"type X gypsum wall board throughout Garage and in 15-39 Install Owner provided pot filler in Kitchen means. and alltools,scaffolding.equipment and surplus material In the at porches and garage to avoid any movement. event the same shalt not be removed by General Contractor and 4,12 Provide stucco veneers where indicated including an egress window walls. Storage on site and installation shall COMPi'V with manufacturer's Mechanical Room per code-Tape and spackle per(I.R,C,)R302,5,302 6 1540 Provide allowance forwater filtration system forthe whole house, 019 The contractorshall visit the site and examine the nature and bearing Subcontractors after five(5)days written notice the Owner shall be 4,13 Provide bluestone capon egress window wells and retaining walls- Metal requirements +Table 302.6. 15.41 Provide water supply lines and waste lines at each steam generatir. power of the soif and report any unstable conditions to the architect 635 Store TJI&micro lam materials on site in dry location and protect during 9.5 All finished surfaces shall be protected immediately following installation Provide safety pans with drains- The contractorshall be responsible to report any unstable conditions to entitled to remove and discard the same without further notice and grates to be flush with bluestone. construction as recommended by the manufacturer and until final acceptance by owner. Any finishes damaged during any 15-42 Contractor shall provide for a temporary water service as necessary the Architect prior to pouring footings The owner is responsible to retain Without liability to General Contractor and Subcontractors,and General Contractor and Subcontractors shall be liable to the Owner for the 5.D METALS: 636 Install Owner provided mantles,surrounds,hearths and glass doors at phase of work,shall be repaired I replaced at the direction of the owner 15-43 Provide power and plumbing for instant hot water in Kitchen, the services of a soil engineering company to verify a minimurn of 1.5 tons rts,gis logs glass doors and gas tog kits to and f or architect, 15,44 Provide new water service to residence with separate lines for domestic per square foot soil bearing capacity. costs so incurred by Owner. 5.1 Provide new lead coated copper flashing asdictated by field conditions, gasfireplaces Fireplaceinse 0.20 Verify dimensions at the site affecting the work Bring field dimensions 2.2 Provide all necessary protection of exterior landscaping and All roofing and related flashing shall be lead coated copper-Install per be provided by the Orwrier 9.6 The Owner retained painting contractor shall he responsible to counter use and irrigation- Contractorto provide all necessary permits and shrubs,etc.to remain Provide 6'chain link construction fencing as Code Section R703.4. 637 Provide trim samples and,lor mock-ups in tile field for owner's review sink,fill and sand all nail holes(inside and outside)-ready to paint I stain. inspections for same- which are at variance to the attention of the architect No extra charge or the 93 All carpeting-not in contract. 15,45 Coordinate all equipment selections and energy efficiency ratingsand compensation will be allowed because differences between actual necessary at site perimeterto ensure safety during all phases of work 5,2 Provide all necessary joist hangers,connectors,bolts,sleeves,slots, approval prior to ordering trim material Samples to include but no Provide locked gates. nails. screws.etc.as required to provide complete job. limited to frieze board,window and door trim,etc 9-8 Install tile I stone&grout as provided by Owner. All tile/stoneto be door blower test with Home Energy Solutions-631-673-0664 � dimensions and the measurements indicated on the drawings 2.3 It shall be the contractor's responsibiffty to determine the location and 5,3 Provide heavy duty strap hangers at micro lam connections as 638 Provide frame chimney to receive cut stone veneer. Provide stainless installed over mud base or as otherwise recommended by manufacturer. 15-46 Water service shall have electric onloff switch with remote capabilities. 021 Compliance with the Drawings and Specifications about extent of temporary bracing/support needed foreach condition. manufactured by Simpson. The Architect shall coordinate all steet clips at 32'0 c screwed to studs I nstall tile/stone as prescribed by the Owner, Assume accent tile 15A7 Install owner provided gas barbecue. materials and methods of assembly will not assure acceptance of the connections of major structural members-the contractor shall notify 639 provide 5/4'exterior azek window and door trim as indicated throughout and assume tile for all bathrooms on floors full height walls in 15-48 All ductwork in the basement shall be coordinated with the architect. work Of equal importance is good workmanship,the lack of which will 2.4 No backfilling shall be done before footings and foundation walls have 6�40 Provide S/4"ply wood roof sheathing at upperflat roofs,to receive Kemper tub/shower enclosures,with accent tile and half wall tife in Bathrooms- Ducts to run around perimeter of spaces as possible and shall be flat be sufficient cause for refusal of the work. cured property and foundation walls have been adequately braced,the the Architect when all members are to be installed- roofing system or approved equal provide tabor allowance I s. rectangular in shape,to accommodate future finished basement. I 0.22 The General Contractor shall be held responsible for the proper floor framing is installed,and watts are water proofed and insulation board 5A Provide termite shield at all newfoundation work per Code R318, binets counters and backsplashes by others Install Owner 9,9 Ali tubs and showers to have recessed niches-coordinate with tile I stone 15,49 Provide allowance for built in dehumidifier in Basement by Santa-Fe or protection,preservation,and repair of the existing adjacent installed over damp proofing compatible with ACO sill Set termite shield on sill sealer insulation. 6.4 I Kitchen ca structures,finishes and utilities aswell as natural features,trees and 2.5 Finished Grades shall slope away from house(min. 1114'per foot) 5.5 Provide all reinforcing and mesh for all concrete work as specified in provided appliances including stove exhaust-run thru the attic and roof dimensions. All showers to have fully flashed curbs approvedequat Connect to waste line. ' 2,6 Prior to any excavations it shag be the General Contractors Division 3 and per Code R404&ASTM A615,A706 orA996. with a remote fan in the attic. Exhaust through rear roof slope. 9.10 Install Owner provided stone saddles and jambs I saddles at shower 15.50 Provide gas piping for Owner provided generator. shrubs surrounding the site and shall maintain the premises in a neat responsibility to locate all underground utilities(call 1-800-272-4460) with min.40.000 P.S.1,compressive strength 642 Provide 14'ply wood in attic on floors with 36"headroom and greater enclosures 15-51 Road tap fees are by the Owner- and orderly fashion and free of all construction debris. Provide long anchor bolts at all foundation walls at 643 Provide for attic hatch and pull down attic stairs where indicated Double 9.11 Include in bid the installation of Owner provided bath accessories.towel construction fencing around existing trees and shrubs immediately 2.7 Excavate as required in location of storm water and septic systems and 5,6 Provide 5/8'round x 18' ceiling joists at openings bars.toilet paper dispensers,medicine cabinets,etc. 16.0 ELECTRICAL: surrounding the construction area. Protect existing street and trench for all piping Provide piping for all roof leaders and site drainage 32'o,c.-minimum 2 perwall and maximum 12'from each comer per 644 Provide 3'4;'ply wood sheathing onfiramed chimney and provide diagonal 9.12 Ali mirror work by others. 116,11 All tabor and materials shall comply with all applicable local,state and curbing from any damage in accordance with local ordinances as specified by Civil engineer, Provide all dry wells and piping as Code R317,3.1 &R403,11.6. Provide 3"square washers. 2x6 inside chimney for lateral supli in both directions above the roof. 13,13 AM ceramic tile I stone shall be installed in 1 1/2'(min-)setting bed on floors federal authorities having jurisdiction including Code Chapters 34-41. 023 Ail proof of insurance shall be verified in writing to the Owner arid indicated Provide separate piping from two egress window wells and a 53 Provide steel framing members as indicated on plans. 643 All closet interiors are by others and thinset on walls 16.2 Electrical Contractor shall coordinate all necessary inspections and shall Architect including but not limited to General Liability,Workmans separate drywelif for the basement walk out area. 5.8 Fabrication and erection of all structural steel work shall conform to selected 9.14 Epoxy setting and grout mortars for tile work shall be as manufactured by be responsible for providing owner with final New York State Board of Fire i 2.8 The General Contractor shall be responsible for coordinating with all AISC specifications for the design,fabrication and erection of 6.44 Provide twice dipped M aibec siding where indicated-color to lie Compensation and Disability. The Owner shall be responsible for by Owner Rip down 2x6 studs where siding is flared Provide built out Laticrete International Inc.or approved equal-color as selected by Underwriters Certificate. maintaining the proper property insurance during all phases of work. utilities concerning site access setbacks,foundation sleeves. structural steel for buildings-latest edition. inspections and final approvals Install all sleeves for all utilities 5.9 All steel shall conform to ASTH designation A-313 steel frieze and Fypon dentil blacks beloxv flared siding Owner. 16.3 Provide new buried electrical service to accommodate total load-assurne 024 The work and materials shall be guaranteed for two years 915 Tile I stone installations shall comply with manufacturer's instructions, 400 AM PS. Service to be set up to accommodate Owner provided gas commencing with the General Contractors final payment During this 29 Excavate as necessary in location of new foundations Contractor shall 5.10 Steel pipe columns shall be as specified on framing plans. Prime columns 6A5 Aft linen closets to have five fixed shelves � time the contractor shall make good on all defects Granting of a coordinate with Owner retained soil engineer to field verify a minimum Of Per Code Section R407.2. 646 Provide fiberglass column as indicated Deliver to site cut in half to wrap Final lines and joints shall be reviewed by Owner prior to installation fired generator. Provide transfer svvirtch. Panels to be located in certificate of occupancy or the Owners use of the premises shall not 1.5 ton per square foot bearing capacity at footing depth prior to forming 5.11 All bolts shall be 3/4"diameter.ASTMI A-325, stee I columns. 9,16 Layout all tiles so as to minimize cuts less than one half tile size. Locate basement mechanical room. Electrician to confirm total load for residence constitute acceptance of the work. footings 5.12 Provide stainless steel clips secured to studs or set into concrete to 647 Provide I x6 ship tap ceilings at front&rear porches cuts in tile work to be least conspicuous and to provide load letter to the local supplier. 1, 025 The General Contractor shall be responsible for the removal of all 2.10 Provide rough grading around new foundation work. support precast stone veneers on retaining walls and framed chimney as 9.17 All finished surfaces shall be protected immediately following installation 16A AN sMitches,dimmers and sv,itches shall be by Lutron. Dimmers to be prescribed by the manufacturer- 7.0 THERMAL AND MOISTURE PROTECTION: and acceptance by Owner. Lutron Llistro climmers Units(including outlets)to be white. waste and debris in compliance with all local,state and federal laws and 2.11 Remove all excess soil from site not needed for backfill ' Coordinate with Owner, GC to provide all LED dimmable 27OOK bulbs regulations and shall indemnify and hold the owner and the architect 2 12 Stockpile topsoil for reuse Provide minimum6`coverage 5,13 Provide non-shrink grout at typical bearing plates seton masonry 1 7.1 Provide closed and open cell spray insulation throughout residence of 9A8 Sealing of masonry(flat work)to be completed by contractor-as appropriate thicknessas specified by Home Energy Solutions. Provide prescribed by the manufacturer- 116,5 Install Owner provided interior and exterior surface lighting fixtures harmless from any losses orclaimsin connection therewith. This 2.13 Final location of storm water dry wells and septic system to be coordinated concrete- Provide allowances for stone counters in Kitchen,Laundry Room cabinets 166 Provide and install recessed LED lighting by CSL or approved equal clause shall survive the termination of construction,or completion of with the Building Department and Dept.of Health and the DEC 5.14 Joist and otherfrarning connectors shall be manufactured by Simpson. sound attenuating insulation in all mterior walls and between floors by 919 &counters and bath vanities&counters Install in strict accordance with manufactures instructions. Recessed the owner I contractor agreement. requirements and regulations 5 15 Provide galvanized hurricane ties at all roof eaves @ each rafter. All hips, Roxul Insulate Garage walls and ceiling(spray the Garage ceiling with 8' 0.26 The Drawings and Specifications are intended to coordinate Anything 2 14 Provide silt fence and hay bales as required to prevent any erosion during valleys.king posts.etc.hall be strapped to ftaming below. closed cell spray insulation) Spray insulation in the attic that is exposed 9.2 G Provide for epoxy floor finish in the Garage and mechanical room- lights to have protected cans Suitable for insulation installation. Ali trim construction. 5,16 All steel to steel connections shall be bolted except as indicated on back shalt have fire retardant layerto meet code. Spray all basement walls with 921 Provide for a full shower pan below Laundry Room-pitch to floor drain. kits shall be white and baffles to be white Allbulbstobe27OOKLED found on the drawings and not mentioned in the specifications or visa 2-15 Provide clean well draining soils to backfill all foundations if suitable porch-vielded moment connections. Proviide4-A325 bolts 2'closed cell insulation and-pray all box beams with R-30 closed cell Provide self priming traps climmablelamps Contractor shall provide all bulbs and LED strip . versa or anything not expressly set forth in either,but which is 9.22 For bid purposes assume all baths to have tile floors with accent borders lighting reasonably implied.shall be furnished as though specifically shown and material does not exist on site. (114")at all column to beam connections spray. and full tile on walls in bath I shower enclosures and tile in shower ceitings 16.7 Provide power for exterior Outlets on dedicated circuits mentioned in both,without extra charge. 2.16 Provide separate bids for driveway,curbing paths,terraces I paths on 5.17 Provide 6"white hall round gutters and leaders throughout residence- All 7.2 Exterior walls to receive Blue Skin house wrap or approved equal and plus half wall tile elsewhere. Install Owner provide tile&grout throughout, 16.8 Provide line voltage with battery backup 2 stage smoke detectors 0.27 GENERAL CODE REQUIREMENTS-44CLUDIN G BUT NOT LIMITED TO grade and steps-coordinate with Owner and Architect leader locations shall be approved by builder prior to installation. roofs to receive ice and water shield at valleys and eaves plus 30#felt 217 Provide Owner and Architect with drawing illustrating all new subsurface Coordinate gutter profile with Owner prior to installation. paper. where indicated. (Ionize.'smoke detection)per code requirements(R 314&UL217)and A All trades workmanship and materials must comply with the 2020 5.18 Steel connections shall be two angle standard connections wherever 7-3 Provide lifetime asphalt roof shingles as selected by the Owner. All roof 923 1 nstall porcelain tile in the basement vestibules where indicated- NFPA 72- one in hallway outside,sleeping areas and one in each Residential Code of New York State,tooether with the Code utility locations with dimensions. This drawing shall include electric hall be adequate to carry the reaction due to work shall meet installation requirements of all authorities having 9.24 Provide approved sealant ion all tile surfaces and counters as Bedroom and one in Garage and in Basement as needed. Provide one le: Supplement and all local,state and governmental authorities service,gas service,septic system,water services,dry wells and aft possible. Connections s recommended by various manufacturers- CO detectors on each floor including basement level and attic per Code Drawing Tit ha ving ju risd ictio n related piping maximum uniformly distributed load that the beam iscapable of jurisdiction and Code Section R905 2 Provide ice and water shield on all B. All work and materials must comply with the 2020 Energy 218 Contractor shall be responsible to obtain all necessary approvals for the supporting for its span based on the A.I.S.C.Safe Load Tables. valleys and eaves(2 courses)and at roof/wall intersections. Install 925 Install owner provided fireplace hearths,mantles,surrounds and glass R315&UL 2034 Provide heat detector in the garage and attic Conservation Code and the 2020 Supplement;Mechanical Code n ew curb cut a s re qui ired. 5A9 All steel shall have factory rust inhibitive coating including inside lally roofing as recommended by manufacturer and all requirements for 1 30 doors at fireplaces 169 Install exterior water proof(GF[)outlets as indicated. 219 Excavate as necessary for new water,gas,cable and electric services. columns. MPH wind region. Roof installer shall be a manufacturer certified installer 1610 Provide ground fault interrupter circuas and arc fault surge protection to ,&Plumbing Codes iple 10.0 SPECIALITIES: code C. Habitable areas shall be ventilated perrode section R303 Contractorto provide all necessary permits and approvals for same. 5�20 Provide all metal straps from roof rafters down to foundation per details as and shall provide owner with written lifetime warrantee Provide san 10-1 Install owner provided prefabricated gas fireplaces by Heat&Gla and 1611 Install new outlets per code requirements and as indicated Interior and Bathrooms shall be ventilated per section R303 3 220 Provide all necessary gas and electric lines to remote generator- manufactured by Simp son or approved equal All 20 gage straps shall on roof prior to ordering shingles for Owners approval D. Smoke detectors and Carbon Monoxide detectors shall be coordinate capacity of generator with Ovvner and electrician. have six(6)Bid nails each side. Straps at base of first floor walls which 7A Provide standing seam metal roofs by Pac-Clad as indicated Provide ceramic log kits including all accessories, Provide direct vent units and outlets to be in base molding as code permits installed per the minimum requirements of the code section R31 4, 2 21 Construct retaining walls as indicated on plans-as designed and wrap around sill plate-shall be stainless steel or double hot dipped gauge and seam spacing as needed to prevent'oil canning'. install as prescribed by manufacturer. 16A2 Provide wiring for heating and air conditioning systems as required. SPECIFICATIONS R315,N F P.A 72 and UL 217,UL2034 requirements engineered by Owner retained Civil engineer galvanized and installed with stainless steel or hot dipped galvanized T.5 Provide 6 mil vapor barrier below all slabs, 10�2 Provide allowance for central vacuum system throughout the residence. 1613 Electrical Power and lighting shall comply with the 2020 Residential Code E. Finished roofing shall comply with the minimum standards of 2.22 Remove aft trees as indicated on the final landscape plan;incfuding root nails. Provide all straps per plans and as required by the building 7�6 Provide Rub R Wall exterior foundation waterproofing system as Provide outlets throughout including two in the garage,three in the of New York State,all governing agencies and with all the balls department. All exterior columnsvifth wood posts shall have galvanized manufactured by Advanced Coatings(all walls and window wells) basement and one in the attic- Provide toe kick unit in Kitchen. requirements of the Under.-iriters Laboratory. � . F the code-Chapter 9 223 Provide all new landscaping,irrigation and landscape lighting per plans by raised post bases and post caps or galvanized tie downs as required. All System to be installed by authorized contractor and per Code R 406- 10,3 Provide allowance for mailbox. 16.14 Power and lighting distribution systems shall comply with N E C.A the . Building structural materials or assembly subject to main roof members including hips and valleys shall have tie downs at Install rigid insulation over damp proofing to protect material during National Bureau of Fire Underwriters and all other governing agencies deterioration shall conform to code Sections R317 9 R31 8 owner retained Landscape Architect DELETE SECTIONS 11,11 2� 13&14,NOT APPLICABLE 16 15 Coordinate power requirements and installation of the service with Power 224 Provide for RCA temporary driveway and parking area during all stages of plateandridge. Comply with Code Section R802.1 1A, backfill, G. All habitable spaces shall allow for emergency earess with construction as necessary 5.21 Provide flashing pans at all exterior doors and at windows within 12'of 73 Provide 6'half round white aluminum gutters and leaders throughout authority as required. Provide temporary power as necessary, . openings to the exterior of min.6 S.F.on the first floor and 5.7 and in strict conformance with DEC regulations, lower roof lines residence,connect leaders to new drywells-as engineered by Civil 15.0 PLUMBING I HVAC: 16.16 Label all circuits on panel boxes Leave minimum of 15 spares for future square feet on the second floor both with 24'minimum height 5.22 Provide lead coated copper drip caps at all exterior openings. engineer. Provide screens on all gutters. 151 Provide alI necessary roughing for complete installation per plans. use. . and 20'clearwidth per code section R31 0. 15,2 Provide and pay for all necessary inspections,tests.and approvals 16.17 General contractor shall verify final locations(heights)of all fixtures, 3-1 Provide continuous poured concrete footings and foundation walls as 5,23 Provide lead coated copper crickets as indicated,stepped flashing and Te Provide all interior and exterior sealants as required consistent with . I H Provide safety glazing per Code Sections R308 4-308 6. Safety ctices for interior finishes and exterior water I weather 15.3 All fixtures and fittings to be provided by the Owner and installed by outiets and switches etc.with avner priorto roughing � glazing shall be provided in all doors,panels within 24"of doors, indicated on construction drawings- Footings shalt comply with Code blind flashing where conditions dictate. common pra the General Contractor- . 16.18 All lighting fixtures and electrical equipment shall be UL approved . shower I tub enclosures,at stairwells and meeting all of the Section R403 and foundation waits shall comply with Code section R404. 5.24 Provide lead coated copper drip caps at all rake boards. proofing following: The exposed area Of the pane is greater that 9 square 3-2 Provide reinforced concrete slabs on 6 mit vapor barrier at Garage, 515 Provide standing seam aluminum roofing where indicated. Install over ice a- Interior sealants shall be.silicone base-paintable,white or clear- 15-4 All plumbing work shall comply with all applicable codes and standards 1619 Coordinate with all Owner retained trades including telephone, b- Exterior sealants shall match color of adjoining material and shall and Code Chapters 25-32- Install fixtures and fittings in strict cable,security and audio/visual. feet and the bottom edge is less than 18"above the floor and the Basement and at front&rear porches as noted. All slabs poured on 95% and water shield or as required by manufacturer, pply piping and 1620 Contractor shall gang all adjacent switches dimmers&timers Scale: compacted fill Porch/patio/stoop slabs,to pitch 1,18"perfoot minimum 5,26 Provide steel flitch plate headers as indicated with thru bolts at 18"on be silicone base,exterior grade accordance with manufactures instructions, All water su top edge is greaterthan 36 inches above the floor and the glass is as indicated- center-staggertop and bottom and provide 2 per each end. C. Provide backer rods at all exterior masonry caulk. piping for heating(except radiant)shall be copper, 16.21 Segregate lighting circuits from convenience outlets AS NOTED within k-"of an adjacent walking surface including stairs&landings 15,5 Connect new waste lines to existing sewage line in the street- 16.22 All wiring shall be copper(wire gauge per code requirements). and tub platforms and within 60"of a stair landing 33 Provide spray on Warm N Dry exterior foundation waterproofing system as 5.27 Provide permanently installed steel ladder and light weight hinged metal 7.9 Provide insulation in all walls and ceilings containing plumbing lines . 15,6 Insulate all hot and cold water lines, 1623 Provide allowance for five-t.vo lamp security spot lights on motion I. Enclosure&ventilation of fuel burning and'or heat producing selected by the general contractor, Install on all new foundations and grate at egress window wells Insulate all interior walls and both floors with Roxul sound deadening 15.7 Connect all roof leaders to new,dry wells-per plans by CMI engineer. sensors with Light sensors-coard.locations with Owner and architect Date: equipment shall comply with code Chapter 13. cover with rigid insulation throughout- Install on patio I porch walls,egress 528 Provide lead coated copper cap on frame chimney to ensure water tight insulation window watts and garage foundation walls. cap. 7.10 Provide lead coated copper eave flashing 15.8 Provide new Buderus or Lochinvar(or approved equal)gasfired direct Provide over-ride switches from Kitchen and Master Bedroom MAY 3, 2023 J. Fire stopping shall be provided per Code section R302.11 and 7,11 All roof flashing to be lead coated copper including hip caps and perimeter vent condensing boiler(s)-size of boiler to be cletemnined by heating 1624 General Contractor to run CAT 6 wiring to all spaces Coordinate location draftstopping shall meet the requirements of section R302.12. 3 4 Provide 12'reinforced concrete foundation walls as shown on plans flat roof flashing contractor and necessary work included in base bid Boilers to of basement IT closet with Architect Provide low voltage exhaust fan, K. Habitable spaces shall be provided with adequate light(min Provide reverse framing shelf where indicated. All reinforcing to comply 6.0 CARPENTRY: accommodate the following zones: ducted to the exterior. V�of floor area)and ventilation(min 4%of floor area)per With Code Section R403 1-3.5 and R404 1-3-37, 61 AM lumber and labor shall comply with all local.state arid federal 7-12 Do not apply roofing materials to damp,frozen,dirty or dusty deck or I) Provide multiple zones of radiant heat throughout the entire house 16.25 Provide temporary electric service as required during construction Drawing Number: part code Section R303.1. 35 All footings I grade beams shall be poured onvirgin sort and min Tbelow authorities having jurisdiction, to surfaces unacceptable to manufacturer Deck surf aces shall be dry including the Garage,basement and M astWBath- 1626 Provide new cable and phone services to residence. L. Garage fire separations shall comply with code section R302.5, grade. 6.2 New exterior walls to be 2'x 6"at 16"o,c.with single sole plate and and free from snow and ice 2) Provide four(4)hydronic forced air zones of heat in the residence- 1627 Provide allowance for ten dedicated circuits for landscape lighting. R302 8&Table R302 6, 36 Do not pour in wet orfreezing weather. double top plate. Notching and drilling of all studs shall comply with Code 7.13 Provide rigid insulation at perimeter of foundation per Code Section two on the second floor,two on the first floor Plus one future zone 16.28 Provide two 4'PVC conduits for future use from mechanical room to attic 10. All stairs,rails&guards shall comply with Code Sections R31 1 7 17 All concrete shall be at least 3500 PSI-slabs and exterior steps shall be Section R602.6. R405 to protect water proofing-assume 1 1/2"-2"boards. in the basement, Coordinate zone allocationswith Owner. 16.29 Install Owner provided gasfired generator and transfer s�,vitch &R312. 4000 PSI including Garage slab- General Contractor shall be 43 3 Interior partitions to be 2"x 65'at 16�1 a c.with single sole plate and double 7.14 Provide all roof and thru wait lead coated copperflashing as specified in 3) Provide two steam generators as required-1 perfloor,or as 1630 Provide electric shutoff valve for water main. responsible for providing Architect and Ownerwith receipt indicating top plate. division 5. deemed necessary 1631 1 nsta 11 interior outlets in base rrio Id in g concrete strength based upon cylinder tests. Provide separate cylinder 16.32 Provide two dedicated circuits for electric cars in G arage-provide Aw20 . tests for slabs.footings and walls. retractable ceiling chords for two garage bays. I I _____ ___ ___ - - - __ -_ 'I� - I I . I I � i P MAX TOP OF RIDGE MAX TOP OF RIDGE eeV+�°°r Ronald Zaka------------ . - /' ❑_ ❑ -❑ ❑ SKYEXPOSURE PLANE RZ architecture & design / — \ 111 South Street Suite 16 Oyster Bay, NY 11771 /' ❑ ❑ \ Tel. 516-922-5680 / TGPPLATEielev+3405) -- — ,� y- --- TOPPLATE11ev.3405 \ RonZakary@gmail.com / ® -I ❑ 9 \ Project Title: / !I I --�- Q \\ ' EK = 5 TOPOF KNEE WALLe,ev+2685 F-1 V? -- ---- • • \ / .�__�_1- \ � ,',' TOPDFSEGGNDFLOOR elev �05 \ PROPOSED NEW DWELLING: 1AZEKPPNEL\ u ' —__ \ R A / - ❑' \ BATTAGLIA RESIDENCE / GARAGE PLATE HEIGHT elev+230� �� ®❑ ❑ -I lil ` HOBARTROAD ® ® ® ❑ ❑ I - \ SOUTHOLD,N.Y., 11971 �❑ ® ® ® ® 1 ®, . ® SECTION 64,BLOCK 03,LOT 03 i r-w I 1 - - 1 I ® ® ® I TOP OF FIRST FLOOR fele�+t OOL� —�"1 TOP Cf GARAGE elev+13.00 1 Y , EXISTING AVERAGE -�-—— — Ronald Zakar EXISTING AVERAGE , GRADE _EXISTING AVERAGE GRADE —_GRADE� _ L (elev. +1°.$)- FRONT ELEVATION SKY PLANE DIAGRAM (elev. +10.8) L 118"=1' pf .011 MAX TO OF RIDGE MAX TOP OF RIDGE _ _— _ __ __ __ __ __ __ __ __ __ __ __ __.—� �. _ __ —_ __ __ __ __ __ __ __ _ . (elev. +4.8) — / ❑ - \\ ,, T3� ,a / TOPPLATELOev+34051 —_ \ Revisions ` No. Date Description J* ❑ ❑ ❑ 1 04-26-2023 Progress Set / 1 �\ 2 05-03-2023 100%CD'sl File for Permit \ 3 06-08-2023 BD COMMENTS / TOP OF SECOND FLOOR(elev 2605� r F Lam 'El I 4 I TOP OF FIFST FLOOR elev+1500)_ — TOP OF FIRST FL001e1e�+1500 I EXISTING AVERAGE - EXISTING AVERAGE T. _GRADE _ - _ GRADEJ pL elev. +10.8 (elev. +10.8) +L- SIDE ELEVATION SKY PLANE DIAGRAM 3 MAX TOP OF RIDGE ❑ ��'.�L �u -- \ __ TOP PLA1ielev+34 0 \ _ -- 1Ffl \ r' / . ILJ "j❑�L' _ TOPOF KNEE WALLML+266 a\ '"' I�' ��'� GARAGE PLATE HEIGHZ1elt,+2300 ` 00, II PV j _J I EXISTING AVERAGE SIDE ELEVATION SKY PLANE DIAGRAM- - = -ry ,J�- ;�3y,�y TOP OF GARAGLjele�+1300 EXISTING AVERAGE GRADE GRADE PL (elev. +10.8) 118"=1'-011 (elev, +10.8) PL MAX TOP OF RIDGE (elev. +45.$)— —— —— —— —— —— Drawing Title: //<"1—S11 EXPOSURE PLANE -- ,/ - - - - - � I ❑ ._-- \\ PROPOSED SKY E-H] __ \ PLANE DIAGRAMS TOP PLATE e,-+34 05) TOP PLAT�ele�+34 0 f =11M�FM 7T--I IE I SOP OF KNEE WAL.LelI / TOP OF SECOND FLOOR 0,,+26 05( 1 J' -�— — -- -- -- — I'll i._ k�+2.3�001�. I GARAGE PLATE HEIGHTe / ®❑ ®® a] -__l Yn��—.�LL�]'�LI T Scale: -1 _,-jry \ ® ❑ [EI ❑; Y 1 AS NOTED Date: - ❑, ❑ MAY 3, 2023 T U1,0 TOP OF FIRSTFLOOR(elev N500) - '- Drawing Number: TOP OF G ARAGLe,e_+1300 1 I PLPL IlL JI IL EAR ELEVATION SKY PLANE DIAGRAM m l 1 A JIL1,11- I 118"=1'-019